W912QR20R0003Plans-0002.pdf

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: MARCEL D HULL

600 DR M L KING JR PL RM 821

LOUISVILL KY 40202-2236

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

Solicitation W912QR20R0003 for the Crane SUBBEC Bldg. 3287 Interior Laboratory Renovations Project is hereby amended as folow s:

SEE ATTACHED SUMMARY OF CHANGES AMDT 0002

1. CONTRACT ID CODE PAGE OF PAGES

1 61

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

16C. DATE SIGNED

BY

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 W912QR20R0003

X 9B. DATED (SEE ITEM 11)

16-Mar-2020

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-Apr-2020

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE 964860

FACILITY CODECODE

EMAIL:TEL:

W912QR20R0003-0002

W912QR20R0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMDT 0002 SUMMARY OF CHANGES

A. The following PLAN SHEETS have been replaced in their entirety:

1. Sheet A-110 – Composite Floor Plan

2. Sheet A-111 – Partial Floor Plan

3. Sheet A-570 – Rooftop Metal Walkway System

4. Sheet A-580 – Enlarged Plan

5. Sheet E-110 – Composite Electrical Plan

6. Sheet E-501 – Typical Encase Ductbank

7. Sheet G-003 – Phasing Plan

8. Sheet S-110 – Floor Slab Plan

9. Sheet S-116 – Enlarged Elevated Platform Framing Plan

10. Sheet S-300 – Foundation Section

B. All other terms and conditions remain unchanged.

C. The proposal due date has been extended to 27 April 2020 at 12:00 PM (Noon) Eastern Time (ET).

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 23-Apr-2020 02:00 PM to 27-Apr-2020 12:00 PM.

(End of Summary of Changes)

W O

R K

A

I S

L E

W O

S

L E

EWC

EWC

VENDING

REF.

LEAD - ACID LAB

POWER SUPPLY

NETWORK SERVER

CONTROL ROOM

CORRIDOR

SECURE PROCESSING

MEN

WOMEN

LUNCH ROOM

TELEPHONE RM.

SHOWER

JANITOR

SHOWER

BATTERY STORAGE & CONDITIONING AREA

RECEIVING

BULK STORE

MECHANICAL ROOM

ELEC. ROOM

CORRIDOR

DISSECTION AREA

Cab Cab CabCab Cab Cab Cab Cab Cab Cab Cab

Cab Cab Cab Cab Cab CabCab Cab Cab Cab

SUBBEC

CALIBRATION ROOM

SUBMARINE BATTERY EVALUATION

A B C D E F G

W O

S

L E

W O

S

L E

EWC

EWC

VENDING

REF.

LEAD - ACID LAB

POWER SUPPLY

NETWORK SERVER

CONTROL ROOM

CORRIDOR

SECURE PROCESSING

MEN

WOMEN

LUNCH ROOM

TELEPHONE RM.

SHOWER

JANITOR

SHOWER

BATTERY STORAGE & CONDITIONING AREA

RECEIVING

BULK STORE

MECHANICAL ROOM

ELEC. ROOM

CORRIDOR

DISSECTION AREA

P H

A S

I N

G

P

L A

N

U S

A

R M

Y

C

O R

P S

F

E

N G

I N

E E

R S

M A

R C

H

S U

B B

G d w g

G-003

W Q

R D

K

B L A

N F

O R

D

J C

O R

N E

L I U

S

M

B A

R N

E T

T

M A

S O

N

H

N

G E

R

A N

S I

D

CERTIFIED FINAL SUBMITTAL

C R

A N

E

N

A V

A L

S

U P

P O

T

C T

I V

I T

Y

N

S A

C R

A N

E

I N

D I A

N A

B L D

G

S

U B

B E

C

P

R O

J E

C T

P

L O

U I S

V I L L E

D

S

T R

I C

T

L O

U I S

V I L L E

K

E N

T U

C K

Y

D

R

M

A R

T

U

T H

N

G

P

L

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

Y

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s

G e n S

U B

B

G d w g p r p m

PW7549

A M

E N

D M

E N

T

A M

E N

D M

E N

T

CONSTRUCTION PHASING NOTES

1. THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION.

2. PHASING IS ESTABLISHED TO MINIMIZE DOWNTIME OF ROOM 023, WHICH WILL

BE PARTIALLY OCCUPIED THROUGHOUT CONSTRUCTION. ROOM 024, IS

UNOCCUPIED. THE OCCUPANTS OF ROOM 027, AND ROOM 026 WILL BE

TEMPORARILY RELOCATED DURING CONSTRUCTION.

3. ALL EXISTING EQUIPMENT TO REMAIN IN PLACE. COVER AND PROTECT

EXISTING EQUIPMENT THAT COULD BE EXPOSED TO DUST AND DEBRIS

INCLUDING WRAPPING CRANE RAILS. CONTRACTOR IS REQUIRED TO

PROTECT ALL EQUIPMENT FROM DEMO OR NEW WORK ACTIVITIES.

4. CONTRACTOR SHALL SUBMIT A DEMOLITION PLAN FOR GOVERNMENT REVIEW

AND APPROVAL A MINIMUM OF TWO WEEKS BEFORE BEGINNING OF

DEMOLITION WORK.

5. CONTRACTORS WILL NOT BE ALLOWED ABOVE ENERGIZED EQUIPMENT.

6. OVERHEAD WORK, INCLUDING BUT NOT LIMITED TO, DUCT REMOVAL AND

INSTALLATION, PIPING REMOVAL AND INSTALLATION, AND STRUCTURAL

DEMOLITION AND INSTALLATION OF RTU SUPPORTS AND PLATFORM,TO BE

COMPLETED BEFORE CONCRETE REMOVAL.

7. CONTRACTOR HAS THE OPTION TO FURTHER SPLIT THE CURRENT PHASES

(I.E. PHASE 1A, PHASE 1B, ETC.) TO MAINTAIN FEASIBILITY OF CONSTRUCTION.

8. GOVERNMENT SHALL BE NOTIFIED 30 DAYS IN ADVANCE OF EACH PHASE IN

ORDER FOR THE GOVERNMENT TO DISCONNECT UTILITIES FROM EQUIPMENT

PRIOR TO THE START OF NEXT PHASE.

9. THE ENTIRE CHILLED WATER AND STEAM SYSTEM WILL BE DOWN TO ENTIRE

BUILDING AS A RESULT OF THIS WORK. CONTRACTOR SHALL PROVIDE A 30

DAY WRITTEN NOTICE TO THE GOVERNMENT PRIOR TO SYSTEM SHUTDOWN.

OUTAGE SHALL BE MINIMIZED TO THE MOST PRACTICABLE DURATION TO

PERFORM THE WORK BUT SHALL BE NO LONGER THAN 30 DAYS IN DURATION

UNLESS APPROVED BY THE CONTRACTING OFFICER. CONTRACTOR SHALL

PROVIDE PROPOSED SCHEDULE FOR APPROVAL.

10. LIGHTING SHALL BE MAINTAINED OUTSIDE OF CURRENT PHASE LIMITS AT ALL

TIMES.

11. IT IS NOT NECESSARY TO COMPLETE EACH PHASE BEFORE BEGINNING

ANOTHER PHASE; HOWEVER, ALL OVERHEAD WORK MUST BE COMPLETED

PRIOR TO ANY OTHER WORK THAT IS PERFORMED. SEE NOTE 6.

12. SITE AND ROOFTOP WORK CAN BE ACCOMPLISHED DURING ANY PHASE.

COORDINATE EQUIPMENT AND CRANE ACCESS WITH GOVERNMENT.

KEY PLAN

8' 4' 0 8' 16' 24'

GRAPHIC SCALE:

"=1'-0"

N

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

PHASING PLAN

SHEET KEYNOTES

1. TEMPORARY BARRIER VISQUEEN OR EQUIVALENT POLYETHYLENE

PLASTIC SHEATHING BETWEEN CONSTRUCTION AREA AND ACTIVE

WORK SPACES. BARRIER SHALL BE CONTINUOUS FROM FLOOR TO

STEEL DECK OR PROVIDE TEMPORARY CEILING.

2. PRIMARY ACCESS FOR CONSTRUCTION WORKERS.

3. EXISTING RAISED FLOOR OR TRENCH COVER EDGE.

4. CURRENTLY WASTE TREATMENT ROOM.

5. CURRENTLY BATTERY REPAIR ROOM.

LEGEND

PHASE (PRIORITY) ONE

PHASE TWO

PHASE THREE

PHASE FOUR - OPTION 1

W

2Q R

R

Pl an s-

W912QR20R0003-0002

AutoCAD SHX Text

WASHING AREA

AutoCAD SHX Text

WASHING AREA

Cab Cab CabCab Cab Cab Cab Cab Cab Cab Cab

Cab Cab Cab Cab Cab CabCab Cab Cab Cab

A B C D E F G JH K

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s

A r c h

S

U B

B

A d r p m

PW7549

COMPOSITE FLOOR PLAN - NEW WORK

INDICATES EXISTING ITEMS

MODEL 9300 HIGH VOLTAGE

BATTERY TEST SYSTEM 28" X 39"

(N.I.C)

GENERAL SHEET NOTES

1. REFER TO PARTIAL PLAN A-111 FOR DIMENSIONS AND NOTES.

2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS PRIOR TO PERFORMING NEW CONSTRUCTION.

3. CONTRACTOR SHALL PATCH, REPAIR, AND PAINT, AS

NECESSARY, ALL UNUSED OPENINGS OR AREAS DAMAGED

DURING DEMOLITION IN PREPARATION FOR NEW

CONSTRUCTION.

4. COORDINATE ALL NEW STRUCTURAL, MECHANICAL, AND

ELECTRICAL COMPONENTS PRIOR TO CONSTRUCTION.

REFER TO ALL STRUCTURAL, MECHANICAL, AND ELECTRICAL.

5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFETY

AND CLEANLINESS. DUST IS TO BE SWEPT UP AND DEBRIS IS

TO BE REMOVED AT THE END OF EACH DAY.

6. VERIFY ALL SURROUNDINGS AND CONCEALED ITEMS PRIOR

TO CONSTRUCTION. ALL ITEMS DAMAGED DURING

CONSTRUCTION THAT ARE TO REMAIN WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR

REPLACE TO THE ORIGINAL STATE.

LEGEND

C O

M P

O S

I T

E

F

L O

A

N

N

E W

W O

R K

M A

R C

H

S U

B B

A d w g

A-110

W Q

R D

K

B

L A

N F

O R

D

J

C

O R

N E

L I U

S

M

B

A R

N E

T T

M A

S O

N

G E

R

A N

S I

D

CERTIFIED FINAL SUBMITTAL

C R

A N

E

N

A V

A L

S

U P

P O

T

I V

I T

Y

N

S A

C R

A N

E

I N

D I A

N A

B L D

G

S

U B

B E

C

P

R O

J E

C T

P

L O

U I S

V I L

S

T R

I C

T

L O

U I S

V I L L E

K

E N

T U

C K

Y

D

R

M

A R

T

T H

N

G

P

L

EXISTING RAISED FLOORING OR TRENCH COVER

NEW CONCRETE SLAB

A M

E N

D M

E N

T

W

2Q R

R

Pl an s-

W912QR20R0003-0002

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text

AutoCAD SHX Text 16'

AutoCAD SHX Text 32'

AutoCAD SHX Text 48'

AutoCAD SHX Text

GRAPHIC SCALE: "=1'-0"116"=1'-0"

AutoCAD SHX Text

SCALE: 1/16" = 1'-0"

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text A-111

AutoCAD SHX Text Cab

AutoCAD SHX Text

S

L E

W O

S

L E

EWC

EWC

VENDING

REF.

LEAD - ACID LAB

POWER SUPPLY

NETWORK SERVER

CONTROL ROOM

CORRIDOR

SECURE PROCESSING

MEN

WOMEN

LUNCH ROOM

TELEPHONE RM.

SHOWER

JANITOR

SHOWER

BATTERY STORAGE & CONDITIONING AREA

RECEIVING

BULK STORE

MECHANICAL ROOM

ELEC. ROOM

CORRIDOR

DISSECTION AREA

Cab Cab CabCab CabCab Cab Cab Cab Cab Cab

Cab Cab Cab Cab Cab CabCab Cab Cab Cab

SUBBEC

CALIBRATION ROOM

SUBMARINE BATTERY EVALUATION

5'-2"

4'-0" 5'-0" 8'-0"

20'-4

2'-4"

21'-8"

2'-0"

4'-4"

W O

S

L E

W O

S

L E

EWC

EWC

VENDING

REF.

LEAD - ACID LAB

POWER SUPPLY

NETWORK SERVER

CONTROL ROOM

CORRIDOR

SECURE PROCESSING

MEN

WOMEN

LUNCH ROOM

TELEPHONE RM.

SHOWER

JANITOR

SHOWER

BATTERY STORAGE & CONDITIONING AREA

RECEIVING

BULK STORE

MECHANICAL ROOM

ELEC. ROOM

CORRIDOR

DISSECTION AREA

A B C D E F G

INDICATES EXISTING ITEMS

PARTIAL FLOOR PLAN - NEW WORK

MODEL 9300 HIGH VOLTAGE BATTERY TEST SYSTEM

28" X 39" (N.I.C)

GENERAL SHEET NOTES

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS PRIOR TO PERFORMING NEW CONSTRUCTION.

2. CONTRACTOR SHALL PATCH, REPAIR, AND PAINT, AS

NECESSARY, ALL UNUSED OPENINGS OR AREAS DAMAGED

DURING DEMOLITION IN PREPARATION FOR NEW

CONSTRUCTION.

3. COORDINATE ALL NEW STRUCTURAL, MECHANICAL, AND

ELECTRICAL COMPONENTS PRIOR TO CONSTRUCTION.

REFER TO STRUCTURAL, MECHANICAL, AND ELECTRICAL.

4. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SAFETY

AND CLEANLINESS. DUST IS TO BE SWEPT UP AND DEBRIS IS

TO BE REMOVED AT THE END OF EACH DAY.

5. VERIFY ALL SURROUNDINGS AND CONCEALED ITEMS PRIOR

TO CONSTRUCTION. ALL ITEMS DAMAGED DURING

CONSTRUCTION THAT ARE TO REMAIN WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR

REPLACE TO THE ORIGINAL STATE.

6. FIELD VERIFY ALL DIMENSIONS.

SHEET KEYNOTES

LEGEND

1. BATTERY STRINGS PROTECTED BY PLEXI-GLASS. REFER TO

ELECTRICAL DRAWINGS.

2. RELOCATED 40 CELL TEST STATION. N.I.C.

3. NEW CONCRETE SLAB AND TRENCHES. REFER TO

STRUCTURAL AND ELECTRICAL DRAWINGS.

4. TRENCH AND METAL GRATE COVER. REFER TO STRUCTURAL.

5. TRENCH AND FIBERGLASS REINFORCED PLASTIC TRENCH

COVERS. REFER TO STRUCTURAL AND ELECTRICAL.

6. PAINT WALLS AND CEILING IN THE SUBBEC ROOM. REFER

TO FINISH SCHEDULE.

7. PROVIDE EPOXY COATING ON CONCRETE FLOOR SLAB

BETWEEN COLUMN LINES 1 AND 3 AND C AND D.5 (RAISED

FLOORING EDGE).. REFER TO A-610.

8. REPLACE ALL WEATHER STRIPPING AND RESEAL ENTIRE

PERIMETER INCLUDING THRESHOLD OF PERSONNEL DOOR.

9. DRAIN PIPE FROM TRENCH TO SUMP. REFER TO PLUMBING..

10. REPLACE SUMP PUMP IN EXISTING SUMP PIT. REFER TO

MECHANICAL DRAWINGS.

11. EXISTING COLUMN.

12. MECHANICAL PLATFORM AND ASSOCIATED RAILING, ABOVE.

PATCH, REPAIR, AND PAINT WALL AS NECESSARY. REFER TO

STRUCTURAL DRAWINGS AND SHEET A-580 FOR DETAILS.

13. PAINT INTERIOR SIDES OF PERSONNEL DOOR AND DOOR

FRAME. PAINT BOTH SIDES OF INTERIOR DOOR AND INTERIOR

OF EXTERIOR DOOR.

14. WALL MOUNTED LADDER INCLUDING FALL ARREST SYSTEM.

REFER TO SHEET A-580.

KEY PLAN

P A

R T

I A

L

F

L O

A

N

N

E W

W O

R K

M A

R C

H

S U

B B

A d w g

A-111

W Q

R D

K

B

L A

N F

O R

D

J

C

O R

N E

L I U

S

M

B

A R

N E

T T

M A

S O

N

G E

R

A N

S I

D

CERTIFIED FINAL SUBMITTAL

C R

A N

E

N

A V

A L

S

U P

P O

T

I V

I T

Y

N

S A

C R

A N

E

I N

D I A

N A

B L D

G

S

U B

B E

C

P

R O

J E

C T

P

L O

U I S

V I L

S

T R

I C

T

L O

U I S

V I L L E

K

E N

T U

C K

Y

D

R

M

A R

T

T H

N

G

P

L

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s

A r c h

S

U B

B

A d r p m

PW7549

EXISTING RAISED FLOORING OR TRENCH COVER

NEW CONCRETE SLAB

A M

E N

D M

E N

T

A M

E N

D M

E N

T

W

2Q R

R

Pl an s-

W912QR20R0003-0002

AutoCAD SHX Text

WASHING AREA

AutoCAD SHX Text

WASHING AREA

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 24'

AutoCAD SHX Text

GRAPHIC SCALE: "=1'-0" 18"=1'-0"

AutoCAD SHX Text

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

AutoCAD SHX Text N

AutoCAD SHX Text Cab

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE:

PIPE PENETRATION DETAIL

NOT TO SCALE

A-570

S

L

O

W

N

STAINLESS STEEL

DRAWBAND

SET SECUREMENT RING

IN CONTINUOUS BEAD

OF SEALANT

MECHANICAL PIPE

SEALANT BEAD BETWEEN

PIPE AND FLASHING

TOOLED FOR RUNOFF

PREFORMED PENETRATION

FLASHINGS

GASKETED FASTENERS

SECURE FLASHING

COLLAR FLANGE TO

ROOF PANEL AND NOT TO

DECK SO PANEL IS NOT

FIXED AT PENETRATION

SCALE:

MOUNTING CURB DETAIL

NOT TO SCALE

A-570

HIGH-DOMED, CAPPED,

GASKETED FASTENERS

APPROX. 18" O.C. OR AS

SPECIFIED BY CURB MANUFACTURER.

WOOD NAILER

SEALING MATERIAL

M

I N

F

L A

S H

I N

G

H E

I G

H T

EXISTING ROOF SYSTEM.

2" INSULATED CURB

PER MANUFACTURER.

RIBS TO RIB ROOF UNIT MOUNTING CURB

FABRICATED OF WELDING ALUMINUM INCLUDING

INTEGRAL, PRE-FORMED CRICKET.

TOP OF CURB TO BE LEVEL.

PROVIDE INSULATED, WATERTIGHT

METAL UMBRELLA AROUND PIPES.

SCALE:

CURB DETAIL

NOT TO SCALE

A-570

S

L

O

W

N

METAL ROOF

PROVIDE INSULATED

WATERTIGHT METAL

UMBRELLA AROUND

PIPES

TOP OF CURB TO BE LEVEL

MECHANICAL UNIT ON TOP

OF CURB. REFER TO MECHANICAL

DRAWINGS.

2" INSULATED CURB, PER

VENT MANUFACTURER

ROOFING MANUFACTURER'S

STANDARD RIB TO RIB ROOF

CURB. FABRICATED OF

WELDED ALUMINUM FINISH

TO MATCH ROOF.

INTEGRAL, PRE-FORMED CRICKET.

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. THE ROOFTOP WALKWAY SYSTEMS INCLUDING BUT NOT LIMITED TO GUARD RAILING AND WALKWAYS SHALL

BE GALVANIZED STEEL.

3. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL UNIT INFORMATION.

4. PLATFORM AND GUARD RAIL MOUNTING SHALL BE DESIGNED BY THE WALKWAY SYSTEM MANUFACTURER

AND MEET ALL OSHA REQUIREMENTS.

5. WALKWAY SYSTEM SHALL BE POSITIVELY MOUNTED TO THE EXISTING METAL ROOF.

6. THE WALKWAY SYSTEM MUST BE ABLE TO SUPPORT A LATERAL LOAD OF AT LEAST 200 POUNDS.

7. WALKWAY SYSTEM MUST COMFORM TO OSHA - OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.

SUPPORT PLATE SPACING

6'-0" MAX.

24" O/C

TYP.

HOLD DOWN CLAMP FASTENED

DIRECTLY TO SUPPORT PLATE

(TYP. OF ALL)

SDST FASTENERS

TEE

CROSS

VERTICAL POSTS 42"

PLUG

ELBOW

FLANGE BASE W/BOLTS, FLAT

WASHERS AND SELF-LOCKING

NUTS

SUPPORT PLATE

BOLT

FLAT WASHER

CLAMP

SCALE:

ROOFTOP METAL WALKWAY SYSTEM

NOT TO SCALE

A-570

EXISTING ROOF SYSTEM.

EXISTING PRE-FINISHED STANDING SEAM

METAL ROOF BEYOND

R-20 INSULATION (MINIMUM)

SCALE:

ROOF INFILL DETAIL

NOT TO SCALE

A-570

CUT EDGE SEALANT

METAL ROOFING FABRICATED TO

COORDINATE WITH EXISTING STANDING

SEAMS AND PROVIDE WEATHER TIGHT

SEAL.

EXISTING ROOF

EXISTING ROOF

PROVIDE STEEL

PURLINS, SIMILAR

TO EXISTING FOR ALL

4 SIDES OF EXISTING

OPENING IF NECESSARY

METAL FABRICATED TO

COORDINATE PROFILE AND

COLOR WITH EXISTING INTERIOR

LINER PANEL FASTEN TO

PURLINS AND SEAL JOINTS.

R O

T

A I L

S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

M A

R C

H

S U

B B

A d w g

A-570

W Q

R D

K

B

L A

N F

O R

D

J

C

O R

N E

L I U

S

M

B

A R

N E

T T

M A

S O

N

G E

R

A N

S I

D

CERTIFIED FINAL SUBMITTAL

C R

A N

E

N

A V

A L

S

U P

P O

T

I V

I T

Y

N

S A

C R

A N

E

I N

D I A

N A

B L D

G

S

U B

B E

C

P

R O

J E

C T

P

L O

U I S

V I L

S

T R

I C

T

L O

U I S

V I L L E

K

E N

T U

C K

Y

D

R

M

A R

T

T H

N

G

P

L

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s

A r c h

S

U B

B

A d r p m

PW7549

A M

E N

D M

E N

T

A M

E N

D M

E N

T

W

2Q R

R

Pl an s-

A-580

16"

WALL

SCALE: 1"=1'-0"

ENLARGED PLAN

LADDER

SELF-CLOSING

SAFETY GATE

A-580

A-580

GUARD RAIL

A-580

A-580

" STEEL PIPE

GUARD RAILING

FIBERGLASS, NON-CONDUCTIVE

DECKING. REFER TO

STRUCTURAL DRAWINGS.

SCALE: 1"=1'-0"

RAILING ELEVATION

SCALE: 1"=1'-0"

SAFETY GATE

WALL

" STEEL PIPE

GUARD RAILING

FIBERGLASS,

NON-CONDUCTIVE

DECKING. REFER TO

STRUCTURAL DRAWINGS.

SELF-CLOSING

SAFETY GATE

A-580

WALL

" STEEL POST

31"

CHANNEL. REFER TO STRUCTURAL DRAWINGS.

1 1/2" STEEL PIPE WELDED

TO CHANNEL. REFER TO STRUCTURAL

DRAWINGS.

MINIMUM 18 ga METAL

TOE BOARD WELDED

TO STEEL RAILING

MINIMUM 18 ga METAL

TOE BOARD WELDED

TO STEEL RAILING

MINIMUM 18 ga METAL

TOE BOARD WELDED

TO STEEL RAILING

MINIMUM 18 ga METAL

TOE BOARD WELDED

TO STEEL RAILING

FRONT ELEVATION SIDE ELEVATION

A-580

16"

A-580

7" MIN.

M

I N

I M

U M

M

A X

I M

U M

A-580

FALL ARRESTER

VERTICAL RAIL

VERTICAL RAIL

END-STOP

VERTICAL RAIL

VERTICAL RAIL

VERTICAL RAIL

RUNG CLAMP

VERTICAL RAIL

RUNG CLAMP

VERTICAL RAIL

RUNG CLAMP

3/16"

STEEL WALL

BRACKET

3/16"

STEEL WALL

BRACKET

TYP. STEEL SERRATED

RUNGS 1 1/4"

3/16"

STEEL WALL

BRACKET

A-580

CONCRETE SLAB

O V

E R

A L

L

L

A D

D E

R

H

E I G

H T

7"

C L

E A

R

M

A X

I M

U M

STEEL

TUBULAR

LADDER

3/16 " STEEL OFF

FLOOR BRACKET

UPRIGHT, G-90, 16

GAUGE, INSET CHANNEL

VERTICAL RAIL

EXTENSION ABOVE

LADDER

TOP OF

PLATFORM

SCALE: 1 1/2"=1'-0"

RAILING DETAIL

SCALE: NOT TO SCALE SCALE: NOT TO SCALE

SCALE: NOT TO SCALE

OFF FLOOR SUPPORT

" MAX

16'

R

E F

S

T R

U C

T U

R A

L

D

R A

W I N

G S

M

A X

STEEL FRAMING. REFER TO

STRUCTURAL DRAWINGS.

STEEL FRAMING REFER

TO STRUCTURAL

DRAWINGS.

FIBERGLASS, NON-CONDUCTIVE DECKING.

REFER TO STRUCTURAL DRAWINGS.

GUARD RAILING, BEYOND

TOE BOARD, BEYOND

5' 4"

COORDINATE LENGTH OF RAILING WITH LENGTH OF

PLATFORM. REFER TO SHEET S-116.

M I S

C E

L L

A N

E O

T

A I L

S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

M A

R C

H

S U

B B

A d w g

A-580

W Q

R D

K

B

L A

N F

O R

D

J

C

O R

N E

L I U

S

M

B

A R

N E

T T

M A

S O

N

G E

R

A N

S I

D

CERTIFIED FINAL SUBMITTAL

C R

A N

E

N

A V

A L

S

U P

P O

T

I V

I T

Y

N

S A

C R

A N

E

I N

D I A

N A

B L D

G

S

U B

B E

C

P

R O

J E

C T

P

L O

U I S

V I L

S

T R

I C

T

L O

U I S

V I L L E

K

E N

T U

C K

Y

D

R

M

A R

T

T H

N

G

P

L

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s

A r c h

S

U B

B

A d r p m

PW7549

GENERAL SHEET NOTES

1. THE LADDER SYSTEMS, GUARD RAILING, GATE, AND

PLATFORM SHALL BE SHOP PRIMED AND PAINTED STEEL.

2. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE SLAB

ELEVATIONS.

3. LADDER MOUNTING SHALL BE DESIGNED BY THE LADDER

MANUFACTURER AND MEET ALL OSHA REQUIREMENTS.

4. LADDER SHALL BE POSITIVELY MOUNTED TO THE EXISTING

WALL.

5. EACH STEP OR RUNG MUST BE ABLE TO SUPPORT A LOAD

OF AT LEAST 250 POUNDS APPLIED IN THE MIDDLE OF THE

STEP OR RUNG.

6. LADDER MUST CONFORM TO ANSI A14.3 SAFETY CODE FOR

FIXED LADDERS AND OSHA FIXED LADDERS 1910..

GRAPHIC SCALE: 1"=1'-0"

1' 2' 3'06"1'

2'1'06"1'

GRAPHIC SCALE: 1

"=1'-0"

A M

E N

D M

E N

T

A M

E N

D M

E N

T

W

2Q R

R

Pl an s-

A B C D E F G JH K

A B C D E F G JH K

'SWG-S'

'PPS'

SUBBEC

CALIBRATION ROOM

SUBMARINE BATTERY EVALUATION

CAB CAB CAB CAB CAB CAB CAB CABCAB

CAB CAB

CABCABCABCABCABCABCABCABCABCAB

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B+

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

B-

CELL

TEST

AREA

C N

T R

C A

B

CRAC

CRAC

CRAC

R

P

CONTROL ROOM

TELPHONE ROOM

ELECTRICAL ROOM

A B C D E F G JH K

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

COMPOSITE ELECTRICAL PLAN

E-410

E-411

E-412

C O

M P

O S

I T

E

E

L E

C T

R I C

A

N

M A

R C

H

S U

B B

E d w g

E-110

W Q

R D

D

P

E C

K I N

P A

U G

H

C

F

A R

L E

Y

J

W

E D

E L

M A

S O

N

G E

R

A N

S I

D

CERTIFIED FINAL SUBMITTAL

C R

A N

E

N

A V

A L

S

U P

P O

T

I V

I T

Y

N

S A

C R

A N

E

I N

D I A

N A

B L D

G

S

U B

B E

C

P

R O

J E

C T

P

L O

U I S

V I L

S

T R

I C

T

L O

U I S

V I L L E

K

E N

T U

C K

Y

D

R

M

A R

T

T H

N

G

P

L

EXISTING PANEL

RP7

EXISTING DATA

TERMINATION RACK

COMMUNICATIONS

TERMINAL BOARD

AND TMGB

EXISTING TRENCH / RAISED FLOOR.

REFER TO E-110.

8' 4' 0 8' 16' 24'

GRAPHIC SCALE:

"=1'-0"

N

DRAWING GRAPHICS

KEY PLAN

FIRE ALARM CONTROL PANEL.

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s E l e c S

U B

B E d r a m

PW7549

SHEET KEYNOTES

1. RELOCATE OR REPLACE EXISTING CONDUITS AND

ASSOCIATED WIRE AS REQUIRED FOR INSTALLATION OF

NEW PLATFORM AND ASSOCIATED BRACING. (REFER TO

PHOTO ON SHEET E-501 FOR ADDITIONAL INFORMATION)

A M

E N

D M

E N

T

W

2Q R

R

Pl an s-

E C

T R

I C

T

A I L

S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

M A

R C

H

S U

B B

E d w g

E-501

W Q

R D

D

P

E C

K I N

P A

U G

H

C

F

A R

L E

Y

J

W

E D

E L

M A

S O

N

G E

R

A N

S I

D

CERTIFIED FINAL SUBMITTAL

C R

A N

E

N

A V

A L

S

U P

P O

T

I V

I T

Y

N

S A

C R

A N

E

I N

D I A

N A

B L D

G

S

U B

B E

C

P

R O

J E

C T

P

L O

U I S

V I L

S

T R

I C

T

L O

U I S

V I L L E

K

E N

T U

C K

Y

D

R

M

A R

T

T H

N

G

P

L

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s E l e c S

U B

B E d r a m

PW7549

N O

SURFACE MUST BE CUT, PATCHED

AND OTHERWISE REPAIRED TO

MATCH EXISTING SURFACE.

12" WIDE FOIL BACKED

MARKING TAPE

COMPACT SOIL

IN 6" LAYERS

N O

SURFACE MUST BE CUT, PATCHED

AND OTHERWISE REPAIRED TO

MATCH EXISTING SURFACE.

12" WIDE FOIL BACKED

MARKING TAPE

COMPACT SOIL

IN 6" LAYERS

NOTE 8

NOTE 2

(TYP)

NOTE 6 (TYP)

NOTE 3 NOTE 3

3"

MIN

3"

MIN

7 1/2"

NOTE 4

N O

M I N

M I N

M I N

N O

M I N

3"

MIN

3"

MIN

7 1/2"

NOTE 4

NOTE 8

NOTE 5

(TYP)

NOTE 7

BACKFILL USING SATISFACTORY

MATERIAL IN ACCORDANCE

WITH SPECIFICATIONS

BACKFILL USING SATISFACTORY

MATERIAL IN ACCORDANCE

WITH SPECIFICATIONS

TYPICAL CONCRETE ENCASED DUCTBANKTYPICAL SAND ENCASED DUCTBANK

TYPICAL ENCASE DUCTBANK

1. TOP OF DUCTBANK SHALL BE A MINIMUM OF 48" BELOW

FINISHED GRADE UNLESS OTHERWISE NOTED.

2. PROVIDE SCHEDULE 40 PVC CONDUITS FOR SAND

ENCASED DUCT BANK. REFER TO ELECTRICAL PLAN(S)

FOR QUANTITY AND SIZE OF CONDUITS.

3. PROVIDE TWO (2) 4" 3-CELL MAXCELL INNERDUCTS IN

EACH COMMUNICATIONS CONDUIT.

4. PROVIDE A MINIMUM OF 12" BETWEEN COMMUNICATION

AND ELECTRICAL POWER DUCTS.

5. PROVIDE EB TYPE CONDUIT OR BETTER FOR CONCRETE

ENCASED DUCT BANK. REFER TO ELECTRICAL PLAN(S)

FOR QUANTITY AND SIZE OF CONDUITS.

6. PROVIDE PULL WIRE IN ALL UNUSED CONDUITS, AND

SEAL TO PREVENT WATER PENETRATION.

7. EACH LENGTH OF CONCRETE DUCTBANK ENCASEMENT

SHALL BE INSTALLED IN ONE CONTINUOUS POUR. IF

MULTIPLE POURS ARE REQUIRED, CONTRACTOR SHALL

PROVIDE A CONSTRUCTION JOINT DETAIL FOR

CONTRACTING OFFICER REVIEW AND ACCEPTANCE

PRIOR TO INSTALLATION.

8. SLOPE EARTH EXCAVATION AT A MINIMUM RATE OF TWO

HORIZONTAL TO ONE VERTICAL OR AS RECOMMENDED

BY THE GEOTECHNICAL ENGINEER.

NOT TO SCALE

DETAIL

E-001

NOTE 6 (TYP)

DUCTBANK NOTES

PHOTO

CONDUIT RELOCATION CLARIFICATION

A M

E N

D M

E N

T

1. FOR HVAC CONTROLS (TOP CONDUIT) - PROVIDE A NEW

CONDUIT ALONG THE TOP OF THE CMU WALL FROM THE

EXISTING 4"SQUARE JUNCTION BOX LOCATED

APPROXIMATELY 18 FEET TO THE SOUTH OF THE EXISTING

JUNCTION BOX (BOX NEXT TO DUCT WITH FLEXIBLE CONDUIT

TO HVAC CONTROLLER). PULL NEW CABLE FROM THE SOUTH

J-BOX THROUGH THE EXISTING J-BOX TO THE CONTROLLER

AND RECONNECT. REMOVE EXISTING CONDUIT AND PLUG

HOLES IN BOXES.

2. FOR ELECTRICAL CONDUIT (BOTTOM CONDUIT) - PROVIDE A

NEW CONDUIT AT THE SAME LOWER ELEVATION AS THE

EXISTING CONDUIT, FROM THE EXISTING 4" JUNCTION BOX

(BOX NEXT TO FIRE ALARM STROBE) TO THE EXISTING PULL

BOX LOCATED APPROXIMATELY 26 FEET TO THE SOUTH.

AFTER CLEARING THE PLATFORM LOCATION, RUN THE

CONDUIT UP THE WALL TO APPROXIMATELY THE SAME

ELEVATION OF THE EXISTING CONDUIT TO RUN BEHIND THE

DRAIN PIPE, THEN RUN SOUTH INTO THE EXISTING PULL BOX.

PULL NEW CABLE FROM THE PULL BOX AND RECONNECT.

REMOVE EXISTING CONDUIT AND PLUG HOLES IN BOXES.

CONDUIT RELOCATION NOTES

W

2Q R

R

Pl an s-

A B C D E F

" WIDE REVEAL TRENCH

DRAIN SYSTEM w/ HEAVY

DUTY FRAME ASSEMBLY.

LOCATE CENTERLINE OF

DRAIN w/ CENTERLINE OF

OVERHEAD DOOR

SUMP GRATING SUPPORT

FRAME AND GRATING TO BE

REINSTALLED TO FLUSH

CONDITION w/ NEW CONC SLAB

19'-0" 20'-0" 25'-0" 25'-0" 25'-0"

33'-7"

11"

7'-8

2'-7"

34'-0

10'-0

3'-11

9'-8

8'-10

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s S t r u c S

U B

B S d r a m

PW7549

A M

E N

D M

E N

T

A M

E N

D M

E N

T

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

FLOOR SLAB PLAN - NEW WORK

N

8' 4' 0 8' 16' 24'

GRAPHIC SCALE:

"=1'-0"

GENERAL SHEET NOTES

1. REFER TO S-001 FOR GENERAL STRUCTURAL NOTES.

2. REFER TO S-300 FOR TYPICAL DETAILS.

3. CONTRACTOR SHALL PLACE BACK AND COMPACT

ACCEPTABLE FILL MATERIAL AT EXCAVATED AREAS

AFTER TRENCH INSTALLATIONS ARE COMPLETE.

F L O

A

B

P

L A

N

N

R

K

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

M A

R C

H

S U

B B

S d w g

S-110

W Q

R D

M

T

H O

M P

S O

N

B

R

E N

N E

R

D

D

I C

K E

Y

M A

S O

N

G E

R

A N

S I

D

CERTIFIED FINAL SUBMITTAL

C R

A N

E

N

A V

A L

S

U P

P O

T

I V

I T

Y

N

S A

C R

A N

E

I N

D I A

N A

B L D

G

S

U B

B E

C

P

R O

J E

C T

P

L O

U I S

V I L

S

T R

I C

T

L O

U I S

V I L L E

K

E N

T U

C K

Y

D

R

M

A R

T

T H

N

G

P

L

LEGEND

INDICATES EXTENTS OF 4" CONC SLAB w/ #4@12" OC, EW, ON VAPOR BARRIER, ON 4" GRAVEL SUB-BASE.

A

S-300

B

S-300

F

S-300

D

S-300

D

S-300

C

S-300

KEY PLAN

E

S-300

E

S-300

SIM

F

S-300

W

2Q R

R

Pl an s-x

C x

C x

ANGLE FRAME

SEE A/S-350

ANGLE FRAME

SEE A/S-350

ANGLE FRAME

SEE A/S-350

ANGLE FRAME

SEE A/S-350

ELEVATED

PLATFORM

EXISTING

DUCT WORK

LADDER, REFER

TO ARCH

2'-4" MIN. FIELD VERIFY TO MISS DUCT WORK2'-4"

L O

C A

R

P

P O

S

O U

D

E

O

F

D

U C

T

EXIST. CMU WALL

5'-4"±FIELD DETERMINE

FIELD DETERMINE FINAL LENGTH

OF PLATFORM AND LOCATION OF

LADDER SO AS NOT TO INTERFERE WITH

EXISTING CONDUITS NOT INDICATED TO BE

RELOCATED PER ELECTRICAL DRAWINGS

E F 25'-0"

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s S t r u c S

U B

B S d r a m

PW7549

A M

E N

D M

E N

T

A M

E N

D M

E N

T

SCALE: 1/2" = 1'-0"

ENLARGED ELEVATED PLATFORM FRAMING PLAN

N

2' 1' 0 2' 4' 6'

GRAPHIC SCALE:

"=1'-0"

GENERAL SHEET NOTES

1. REFER TO S-001 FOR GENERAL STRUCTURAL NOTES.

2. REFER TO S-300 FOR TYPICAL DETAILS.

3. CONTRACTOR SHALL RELOCATE ALL ELEC. CONDUITS,

JUNCTION BOXES, ETC. FOR INSTALLATION OF NEW

PLATFORM - VERIFY/COORDINATE NEW LOCATION OF

CONDUITS, ETC. w/ OWNER.

E N

L A

R G

E

V A

T E

D

P L A

T F

O R

M

F

R A

M I N

G

P

L A

N

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

M A

R C

H

S U

B B

S d w g

S-116

W Q

R D

X

X

X X

X X

X

X

X X

X X

X

X

X X

X X

M A

S O

N

G E

R

A N

S I

D

CERTIFIED FINAL SUBMITTAL

C R

A N

E

N

A V

A L

S

U P

P O

T

I V

I T

Y

N

S A

C R

A N

E

I N

D I A

N A

B L D

G

S

U B

B E

C

P

R O

J E

C T

P

L O

U I S

V I L

S

T R

I C

T

L O

U I S

V I L L E

K

E N

T U

C K

Y

D

R

M

A R

T

T H

N

G

P

L

LEGEND

INDICATES SPAN DIRECTION OF 1 18 " FIBERGLASS

NON-CONDUCTIVE DECKING w/ NON-SLIP SURFACE AND

FASTENERS

A

S-350

S-115

W

2Q R

R

Pl an s-

EXIST CONC

SLAB

PREFABRICATED CONC

TRENCH AND NON-CONDUCTIVE LID

1'-8"

EXIST CONC

SLAB

PREFABRICATED CONC

TRENCH AND NON-CONDUCTIVE LID

1'-4

CONC SLAB,

SEE PLAN

EXIST GARAGE

DOOR AND FRAME

EXIST FOUNDATION

TRENCH,

SEE PLAN

6" SUB-BASE

1'-0"

CONC SLAB,

SEE PLAN

EXIST EXTERIOR

WALL

EXIST FOUNDATION

6" SUB-BASE

1'-0"

3" SAND

7"

EXIST FTG

TO FTG

78'-0"

TO CONC

80'-1"

EXIST CONC

SLAB

PREFABRICATED CONC

TRENCH AND NON-CONDUCTIVE LID

1'-8"

3" SAND

EXIST WALL

FOUNDATION

TO CONC

80'-1"

CONC SLAB,

SEE PLAN

1/2" EXP JT MAT'L

AND CAULKING

2'-7"

CUSTOM PRE-FAB TRENCH - SEE

SHEET E-503 FOR MINIMUM

INTERIOR DIMENSIONS AND

CLEARANCES - TRENCH AND

NON-CONDUCTIVE LID TO BE

RATED FOR H20 LOADING

EXIST CONC

SLAB

PREFABRICATED CONC

TRENCH AND NON-CONDUCTIVE LID

1'-8"

TO FTG

78'-0"

TO CONC

80'-1"

2'-7"

CUSTOM PRE-FAB TRENCH - SEE

SHEET E-503 FOR MINIMUM

INTERIOR DIMENSIONS AND

CLEARANCES - TRENCH AND

NON-CONDUCTIVE LID TO BE

RATED FOR H20 LOADING

3" SAND

CUSTOM PRE-FAB TRENCH - SEE

SHEET E-503 FOR MINIMUM

INTERIOR DIMENSIONS AND

CLEARANCES - TRENCH AND

NON-CONDUCTIVE LID TO BE

RATED FOR H20 LOADING

1/2" EXP JT MAT'L

AND CAULKING

1/2" EXP JT MAT'L

AND CAULKING

1/2" EXP JT MAT'L

AND CAULKING

1/2" EXP JT MAT'L

AND CAULKING

1/2" EXP JT MAT'L

AND CAULKING

CUSTOM PRE-FAB TRENCH - SEE

SHEET E-503 FOR MINIMUM

INTERIOR DIMENSIONS AND

CLEARANCES - TRENCH AND

NON-CONDUCTIVE LID TO BE

RATED FOR H20 LOADING

2'-7"

F O

U N

D A

T I O

N

S

E C

T I O

N S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

M A

R C

H

S U

B B

S d w g

S-300

W Q

R D

M

T

H O

M P

S O

N

B

R

E N

N E

R

D

D

I C

K E

Y

M A

S O

N

G E

R

A N

S I

D

CERTIFIED FINAL SUBMITTAL

C R

A N

E

N

A V

A L

S

U P

P O

T

I V

I T

Y

N

S A

C R

A N

E

I N

D I A

N A

B L D

G

S

U B

B E

C

P

R O

J E

C T

P

L O

U I S

V I L

S

T R

I C

T

L O

U I S

V I L L E

K

E N

T U

C K

Y

D

R

M

A R

T

T H

N

G

P

L

4'3'2'1'06"1'

GRAPHIC SCALE:

"=1'-0"

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

F I L E

N A

M E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

US Army Corps of Engineers

C A

T E

G O

D

E

D E

S C

R I P

T I O

N

P P r o j e c t s

C

A D

B

I M

S h e e t s S t r u c S

U B

B S d r a m

PW7549

A M

E N

D M

E N

T

A M

E N

D M

E N

T

SCALE: 3/4" = 1'-0"

SECTION

A

S-110

SCALE: 3/4" = 1'-0"

SECTION

B

S-110

SCALE: 3/4" = 1'-0"

SECTION

C

S-110

SCALE: 3/4" = 1'-0"

SECTION

D

S-110

SCALE: 3/4" = 1'-0"

SECTION

E

S-110

SCALE: 3/4" = 1'-0"

SECTION

F

S-110

W

2Q R

R

Pl an s-