W912QR24B0014_Plans-0001.pdf

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Design/Bid/Build of the Logistics Readiness Complex at Grissom Air Reserve Base (GARB), Indiana
Solicitation number
W912QR24B0014
Issued by

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This document is Amendment 0001 to Solicitation W912QR24B0014 for the Design/Build construction of the Logistics Readiness Complex (LRC) at Grissom Air Reserve Base, Indiana. The amendment revises several drawings, including A-403 Enlarged Plans, A-603 Door Schedule and Details, ES101 Electrical Site Plan - Area A, and ES102 Electrical Site Plan - Area B. Offerors must acknowledge all amendments. The solicitation is for the construction of a new one-story, approximately 33,000 SF LRC facility to support the Logistics Readiness Squadron's operations and administrative functions. The project includes a drive-through corridor, HVAC-controlled mobility bag storage, offices, meeting rooms, parking, utilities, and landscaping. The project also contains bid options for a Marshalling Lot and Cargo Lot. The solicitation is being issued by the U.S. Army Corps of Engineers, Louisville District.

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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

AMENDMENT 0001

Solicitation W912QR24B0014 for the Design/Build for the construction of the Logistics Readiness Complex (LRC) at Grissom Air Reserve Base, Indiana is hereby amended as follow s:

A. The follow ing Draw ings have been revised:

*See Continuation Page* B. Offerors must acknow ledge all Amendments.

C. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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 W912QR24B0014

X 9B. DATED (SEE ITEM 11)

09-Aug-2024

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 is extended, X 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

26-Aug-2024

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

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR24B0014_Plans-0001

W912QR24B0014

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:

AMENDMENT 0001

Solicitation W912QR24B0014 for the Design/Build for the construction of the Logistics Readiness Complex (LRC) at Grissom Air Reserve Base, Indiana is hereby amended as follows:

A. The following Drawings have been revised:

Drawing No. Drawing Name

A-403 ENLARGED PLANS

A-603 DOOR SCHEDULE AND DETAILS

ES101 ELECTRICAL SITE PLAN – AREA A

ES102 ELECTRICAL SITE PLAN – AREA B

B. Offerors must acknowledge all Amendments.

C. All other terms and conditions remain unchanged.

(End of Summary of Changes)

9 10

FOYER

EQ-3

EQ-7

30' - 5" 6' - 4" 12' - 8"

S1A

S1B

30' - 0"

ENTRY

101130A

B5

A-006

B5

A-006

A2

A-331

C.4

S3BS3A

S3B

A-403

J15 F1

A-711

F1

A-711

VAULT

WEAPON CLEANING

22' - 7"

CL

CL

CL

EQ EQ20' - 0"

C1

C1

C1

C1

S1A

S2F

RADON PIT

LOCATION

A-403 L1L9

4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"

CLCLCL CLCLCL

PROVIDE MOORING EYE HOOKS,

EMBEDDED IN CONCRETE.

CEILING MOORING HOOKS TO

BE PLACED IN SAME LOCATIONS

AS FLOOR. REF A-121

WALL MOORING HOOKS

TO BE SPACED EVERY 2'-0"

IN ELEVATION. FIRST ROW

TO BE 2'-0" AFF AND FINAL

ROW TO BE 10'-0" AFF

3/4" SQUARE SOCKET OPENING

FOR INSERTION OF METAL

STAKE TO BRING EYE TO GRADE

/ FLUSH WITH FINISH SURFACE

CONC SLAB REINF, RE: STRUCT.

PROVIDE 24" LONG #3 BAR

ON EACH HOLE, BEND

REBAR AS NECESSARY

PER ACI AT EDGES &

CORNERS

FILL EYE WITH SAND TO

EXCLUDE CONC.

DURING SLAB

CONSTRUCTION

/4

0' - 5"

CONC CAP REINF,

RE: STRUCT.

CEILING

FLOOR / WALL

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"

FRP

15' - 6"

3' - 4" 4' - 1" 4' - 1" 3' - 4"

SWS

'1

CG2

FRP

EQ EQ

6' - 2" 6' - 2"

CL

ALUMINUM CELL PHONE AND

LAPTOP LOCKERS, PROVIDE

MINIMUM OF 18 LAPTOP

BOXES AND 80 PHONE BOXES

S3B

F2A

1' - 6" 1' - 6" 6' - 0"

0' - 8"

US Army Corps of Engineers ®

SHEET ID

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1/4" = 1'-0"E11

PAX LOBBY & FOYER

1/4" = 1'-0"A1

DEPLOYABLE WEAPONS STORAGE

GFGI EQUIPMENT SCHEDULE

MARK DESCRIPTION

EQ-1 TV-85", WALL MOUNT BRACKET

EQ-2 TV-50", WALL MOUNT BRACKET

EQ-3 X-RAY BAG MACHINE 37"D x 78"L x 37"W

EQ-4 SAFE 27"D x 38"W x 23"H

EQ-5 SAFE 19"D x 30"W x 58"H

EQ-6 PAPER SHREDDER

EQ-7 PASSENGER METAL DETECTOR, 28"D x 35"W

EQ-8 AMNESTY BOX, 24"D x 24"W

EQ-9 COPY/PRINTER WITH SORTER

EQ-10 REFRIGERATOR, UNDERCOUNTER

EQ-11 25 CU. FT. SIDE-BY-SIDE REFRIGERATOR - STAINLESS STEEL

EQ-12 MICROWAVE

EQ-13 FLOOR SCALE PLATFORM, 36"D x 36"W

EQ-14 ICE MACHINE

EQ-15 COFFEE MAKER, COUNTER W/ WATER

EQ-16 MOVEABLE STORAGE

EQ-17 PUSH BACK RACKS

EQ-18 SHELVING

EQ-19 WEAPON CLEANING FUME HOOD

EQ-20 WEAPON CLEANING BASIN

3" = 1'-0"A11

MOORING EYE DETAIL @ FLR, WALL & CLG, TYP.

1/4" = 1'-0"L1

121 MOBILITY BAG STORAGE (E)

1/4" = 1'-0"L9

121 MOBILITY BAG STORAGE (W)

SCALE: = 1'-0"3"

PLAN

NORTH

SCALE: = 1'-0"

0 4 84

1/4"

1/4" = 1'-0"J15

ENLARGED ELEVATION - SECURE BOXES 1

M

O O

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IN

G E

Y E

G R

ID

A

N D

N O

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S C

L A

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IF

IE

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

B0

4_

Pl an s-

S C

H E

D H

E

IG

H T

WIDTH

SCHED.

D1

SINGLE FLUSH

S C

H E

D H

E

IG

H T

SCHED WIDTH

D2

DOUBLE FLUSH

S C

H E

D H

E

IG

H T

WIDTH

SCHED.

D4

STOREFRONT

DOUBLE FULL GLASS

OH1

METAL COILING

DOOR

S C

H E

D H

E

IG

H T

WIDTH

SCHED.

0' - 4"0' - 4"

WIDTH

SCHED.

D5

DOOR WITH

NARROW LITE

S C

H E

D H

E

IG

H T

6"4"

G-1

G7

A-604

S C

H E

D H

E

IG

H T

SCHED WIDTH

D6

DOUBLE DOOR

NARROW LITE

6" 4"

WIDTH

SCHED.

D3

DOOR WITH HALF

LITE

S C

H E

D H

E

IG

H T

2' - 0" 6"

WIDTH

SCHED.

V1

VAULT DOOR

BY

MANUFACTURER

S C

H E

D H

E

IG

H T

G1

A-604

IG-1

IG-1 (EXTERIOR DOORS)

G-1 (INTERIOR DOORS) G-1

0' - 2"

WIDTH

SCHED. 0' - 2"

S C

H E

D H

E

IG

H T

F1

H.M. FRAME

1' - 0"

0' - 2"

WIDTH

SCHED.

S C

H E

D H

E

IG

H T

0' - 2"

S C

H E

D H

E

IG

H T

0' - 2"

WIDTH

SCHED. 0' - 2"

F5

H.M. FRAME

WITH TRAMSON

F3

HM FRAME

0' - 2"

WIDTH

SCHED. 0' - 2"

S C

H E

D H

E

IG

H T

F2

H.M. FRAME

0' - 2" WIDTH

SCHED.

0' - 2"

SCHED.

0' - 2"

S C

H E

D H

E

IG

H T

F4

H.M. FRAME

WITH SIDELIGHT

0'

0"

G-1 G-1 G-1

IG-1

CHANGES IN FLOOR LEVEL

SCALE: N.T.S

EXAMPLES OF ACCESSIBLE THRESHOLDS

SCALE: N.T.S.

CARPET PILE HEIGHT

SCALE: N.T.S.

VERTICAL CHANGE IN FLOOR LEVEL BEVELED CHANGE IN FLOOR LEVEL -

NOTE CHANGES IN FLOOR LEVEL

GREATER THAN 1/2" MUST BE RAMPED

302.2

ABA 303.2, 303.3

TILE

M A

X

1/ 4"

1/2"

1/ 4"

1/ 4"

M A

X

1/ 2"

M A

X

1/ 2"

M A

X

1/ 2"

EXTRUDED

ALUMINUM

THRESHOLD

EXTRUDED

ALUMINUM

THRESHOLD

LVT OR CARPET

DOOR AS SCHEDULED

EXTRUDED ALUMINUM

THRESHOLD

CONTINUOUS FINISH

EXTENDS THROUGH

DOOR OPENING

CAPET TO LVT VINYL

TRANSITION STRIP

NOTE: THE DIFFERENCE IN

FLOOR LEVEL CANNOT EXCEED

1/2" FROM ONE SIDE OF THE

DOOR TO THE OTHER - RAISE

THE LOWER FLOOR AS REQUIRED

AS IT APPROACHES THE DOOR

USING A SELF-DRYING CEMENT

BASED FINISH UNDERLAYMENT

DOOR AS SCHEDULED

TILE

IMPORTANT NOTE: FLOORING TRANSITIONS MAY OR MAY NOT OCCUR AT DOORS

CONCRETE SLAB

ACOUSTICAL THRESHOLD

GASKET MECHANICALLY

ATTACHED AT DOORS

ENTERING EXAM ROOMS

1/ 4"

M A

X

CONCRETE SLAB CONCRETE SLAB

LVT OR RESILIENT SHEET

DOOR AS SCHEDULED

GLAZING LEGEND

DESCRIPTION

IG-1 INSULATED GLAZING, LAMINATED

INSULATED GLAZING, LAMINATED, APPLIED FROSTED FILMIG-2

TP-1 TRANSLUCENT POLYCARBONATE PANEL

G-1 TEMPERED GLAZING

US Army Corps of Engineers ®

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DOOR SCHEDULE

DOOR

NO.

DOOR

FIRE

RATING

STC

RATING

FRAME

HARDWARE

NOTES (REFER TO DOOR

SCHEDULE NOTES)TYPE

SIZE

MATERIAL TYPE

MATE

RIAL

DETAILS

WIDTH HEIGHT THICKNESS HEAD JAMB

100 D4 6' - 0" 7' - 0" 0' - 1 3/4" ALUM ALUM L17/A606 H1/604 HW-1

101 D6 6' - 0" 7' - 0" 0' - 1 3/4" HM F3 HM L1/A604 L5/A604 HW-4

101A D2 4' - 6" 7' - 0" 0' - 1 3/4" HM F2 HM L1/A604 L5/A604 HW-15

102A D3 3' - 0" 7' - 0" 0' - 1 3/4" HM F4 HM L1/A604 L5/A604 HW-5

102B D3 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-5

103A D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-8 5

103B D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-11 1,2,5

104 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-8

106 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-8

107 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-9

108 D3 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-15

109A D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-11 1,2

109B D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-8 3

110 D5 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-8

111 D5 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-8

112 D5 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-8

113 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-10

114 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-10

115 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-10

116A D3 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM K14/A604 F14,B14/A604 HW-2

116B D3 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM K14/A604 F14,B14/A604 HW-2

118 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-13 1,2

119 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-6 11

120 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-6 11

121A D1 4' - 0" 7' - 0" 0' - 2" HM 90 M F1 HM L1/A604 L5/A604 HW-9

121B D5 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM K14/A604 F14,B14/A604 HW-2 8

121C OH1 12' - 0" 12' - 0" 0' - 3" - - - G1/A604 G7/A604 HW-18 7

121D D5 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM K14/A604 F14,B14/A604 HW-2 8

121E OH1 12' - 0" 12' - 0" 0' - 3" - - - G1/A604 G7/A604 HW-18 7

121F D3 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM K14/A604 F14,B14/A604 HW-2

122A D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-11 1,2

122B D1 3' - 0" 7' - 0" 0' - 1 3/4" HM 45 M F1 HM L1/A604 L5/A604 HW-8

123 D2 6' - 0" 7' - 0" 0' - 1 3/4" HM 45 M F2 HM L1/A604 L5/A604 HW-12 5

124 V1 4' - 0" 7' - 0" 0' - 1 3/4" - - - D1/A604 D5/A604 HW-16 6

125 D2 6' - 0" 7' - 0" 0' - 1 3/4" HM F2 HM K14/A604 F14,B14/A604 HW-3

126 D3 3' - 0" 7' - 0" 0' - 1 3/4" HM F5 HM K14/A604 F14,B14/A604 HW-2

126A D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-5

127 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-9

128 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-9

129 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-7

130A D2 6' - 0" 7' - 0" 0' - 1 3/4" HM F2 HM L1/A604 L5/A604 HW-4

130B D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-11 1,2,5

131 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-10

132 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-10

133 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-8

134 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-7

135 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-7

136A D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-13 1,2

136B D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F5 HM K14/A604 F14,B14/A604 HW-2 5

136C D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F5 HM K14/A604 F14,B14/A604 HW-2 5

137 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-6 11

138 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-6 11

139A D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-13 1,2,10

139B D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F5 HM K14/A604 F14,B14/A604 HW-2 5

139C D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F5 HM K14/A604 F14,B14/A604 HW-2 5

140 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-6 11

141 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM STC 45 F1 HM L1/A604 L5/A604 HW-6 11

142 D2 6' - 0" 7' - 0" 0' - 1 3/4" HM F2 HM K14/A604 F14,B14/A604 HW-3

143 D5 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM K14/A604 F14,B14/A604 HW-2

144 D1 3' - 0" 7' - 0" 0' - 1 3/4" HM F1 HM L1/A604 L5/A604 HW-9

DOOR SCHEDULE NOTES

NOTES DESCRIPTION

1 ELECTRIFIED

2 ACCESS CONTROL, HARDWARE TO INCLUDE CARD READER

3 EXIT ONLY

4 EXIT DOOR ONLY, HARDWARE TO INCLUDE DEADLOCKING PANIC HARDWARE AND NO

EXTERIOR HARDWARE

5 WIDE ANGLE DOOR VIWER PEEPHOLE

6 VAULT DOOR BY SUPPLIER

7 OVERHEAD DOOR BY SUPPLIER

8 PROVIDE FROSTED GLAZING

9 NOT USED

10 EXIT DOOR TO REMAIN LOCKED, TIE TO FIRE ALARM SYSTEM TO UNLOCK FOR

EMERGENCY EGRESS

11 PROVIDE 3/4" UNDERCUT

1/4" = 1'-0"D1

DOOR TYPES

1/4" = 1'-0"A1

DOOR FRAMES TYPES

NTSL1

THRESHOLDS AND CHANGES IN LEVEL

3" = 1'-0"G1

INTERIOR DOOR THRESHOLD CONDITIONS

SCALE: = 1'-0"

0 4 84

1/4"

SCALE: = 1'-0"3"

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LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION

INSTALLATION PERIMETER FENCE

ELECT GATE

ELECT GATE

EXISTING AERIAL

PORT FACILITY

LOGISTICS

READINESS

CENTER

33' UNOBSTRUCTED SPACE AND STANDOFF

33' UNOBSTRUCTED SPACE AND STANDOFF

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FIRE PUMP ROOM

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MARSHALLING LOT

BID OPTION 1

- 11NPP1

CARGO LOT

BID OPTION 2

F6

E-502

F6

E-502

F6

E-502

F6

E-502

- 9NPP1

PANEL NPP1

F12

E-502

TYP.

HH

HH

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#8, 1#10 GND

3/4"C -2#10, 1#10 GND

- 13NPP2

S1

US Army Corps of Engineers ®

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GENERAL SHEET NOTES:

SHEET KEYNOTES:

1" = 40'-0"

ELECTRICAL SITE PLAN - AREA A

A1

824 PLACE LIGHT POLE 5 FEET FROM THE CURB IN THE GRASS.

875 EXISTING UTILITY SWITCH LOCATION.

876 NEW UTILITY TRANSFORMER LOCATION. ROUTE (2) 3" PVC CONDUITS AND (2) 1" PVC CONDUITS FROM GENERATOR PAD TO ELECTRICAL ROOM. (1) 3" CONDUIT FOR POWER AND (1) 3" SPARE. (1) 1" CONDUIT SPARE. TRANSFORMER PAD TO BE PROVIDED BY E.C. CONTACT BRANDON WILLIAMS AT

MIAMI-CASS REMC (765) 473-6668 EXT. 1001.

MIAMI CASS REMC TO PROVIDE:

- (1) 225 KVA PAD MOUNT TRANSFORMER.

- ALL PRIMARY CABLE FROM THE EXISTING UTILITY SWITCH TO THE NEW TRANSFORMER.

- CABLE CONNECTIONS, PRIMARY AND SECONDARY.

CONTRACTOR TO PROVIDE:

- TRANSFORMER PAD.

- SECONDARY UNDERGROUND CONDUITS AND CABLE PER SINGLE LINE DIAGRAM.

877 NEW GENERATOR SET LOCATION. (1) 1" CONDUIT FOR BLOCK HEATER AND BATTERY CHARGING

CIRCUITS.

879 LIFT PUMP, PROVIDE CIRCUIT AS INDICATED ON SINGLE LINE DIAGRAM ON DRAWING E-601. ROUTE

ALARM CIRCUITS IN SEPARATE 2" CONDUIT.

880 EXTEND THE CONDUIT AND DUCTBANK OUT TO HANDHOLD AND STUB UNDER BASE BID. STUB

CONDUIT UNDER GROUND AND CAP IF BID OPTION IS NOT CONSTRUCTED

881 PROVIDE STAND NEXT TO LIFT STATION. MOUNT A NEMA 3R 30A NON-FUSED DISCONNECT SWITCH

FOR POWER CONNECTION.

0 20' 40' 80' 120' 1"=40'

PLAN

NORTH

1. REFER TO SINGLE-LINE DIAGRAM ON E-601 FOR MORE INFORMATION

2. REFER TO PANEL SCHEDULES ON DRAWINGS E-703 THRU E-706 FOR CIRCUIT INFORMATION.

3. TRANSFORMER AND CONDUCTORS ARE BY UTILITY. CONDUIT IS BY ELECTRICAL CONTRACTOR.

GRAPHIC SCALE IN FEET

ES101

MAPKEY

DEMARCATION RESPONSIBILITY MATRIX

ITEM NAME UTILITY

TRANSFORMER

PRIMARY DIRECT BURY CABLE TO TRANSFORMER

FROM EXISTING UTILITY SWITCH

TRANSFORMER PAD

TRANSFORMER SECONDARY CABLING AND

CONDUIT TO SWITCHBOARD

PRIMARY AND SECONDARY TRANSFORMER CABLE

CONNECTIONS

X

X

X

X

CONTRACTOR

X

BI

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IN

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

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LIMITS OF CONSTRUCTION

INSTALLATION PERIMETER FENCE

" S

D

" S D

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S1

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S1

S1

S1

S1

- 11NPP1

CARGO LOT

BID OPTION 2

F12

E-502

TYP.

HH

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND 3/4"C -2#10, 1#10 GND

3/4"C -2#10, 1#10 GND

3/4"C -2#8, 1#10 GND

- 13NPP2

US Army Corps of Engineers ®

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GENERAL SHEET NOTES:

SHEET KEYNOTES:

1" = 40'-0"

ELECTRICAL SITE PLAN - AREA B

A5

880 EXTEND THE CONDUIT AND DUCTBANK OUT TO HANDHOLD AND STUB

UNDER BASE BID. STUB CONDUIT UNDER GROUND AND CAP IF BID

OPTION IS NOT CONSTRUCTED

0 20' 40' 80' 120' 1"=40'

PLAN

NORTH

1. REFER TO PANEL SCHEDULES ON DRAWINGS E-703 THRU E-706 FOR CIRCUIT INFORMATION.

GRAPHIC SCALE IN FEET

ES102

MAPKEY

DEMARCATION RESPONSIBILITY MATRIX

ITEM NAME UTILITY

TRANSFORMER

PRIMARY DIRECT BURY CABLE TO TRANSFORMER

FROM EXISTING UTILITY SWITCH

TRANSFORMER PAD

TRANSFORMER SECONDARY CABLING AND

CONDUIT TO SWITCHBOARD

PRIMARY AND SECONDARY TRANSFORMER CABLE

CONNECTIONS

X

X

X

X

CONTRACTOR

X

C O

N D

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IT

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ARIMS: 200A Disposition: Maintain for 15 yrs after construction

W

2Q R

B0

4_

Pl an s-

SF 30
A-403 - ENLARGED PLANS (AM0001_20240820)
A-603 - DOOR SCHEDULE AND DETAILS (AM0001_20240820)
ES101 - ELECTRICAL SITE PLAN - AREA A (AM0001_20240820)
ES102 - ELECTRICAL SITE PLAN - AREA B (AM0001_20240820)

File details come from the government source that posted it. Updated .