W912P8-17-B-0007-0005_w_drawings.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

Reference Solicitation No. W912P8-17-B-0007 New Orleans to Venice hurricane Protection Project, NOV-NF-W-06b.1 Woodpark Floodw alls, Plaquemines Parish, Louisiana. The subject solicitation is amended as follow s:

See continuation page for changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 22-Dec-2016

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 W912P8-17-B-0007

X 9B. DATED (SEE ITEM 11)

09-Nov-2016

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 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

22-Dec-2016

CODE

USACE, CONTRACTING DIVISION

ATTN: HPO CT VICKSBURG

4155 CLAY STREET

VICKSBURG MS 39183-3435

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

SECTION 33 11 00

Page 11, paragraph 3.1.1.1. Delete this paragraph in its entirety, and substitute the following therefore: “3.1.1.1 Reserved”.

DRAWINGS

SHEET IDENTIFICATION Nos. S-205 and E-103. Delete these drawings in their entirety and substitute the attached revised SHEET IDENTIFICATION Nos. S-205 and E-103 therefore.

S-205

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S-204

HAIR PIN DETAIL

" = 1'-0"4

3SCALE:

SEE "TYPICAL MONOLITH CROSS SECTIONS" FOR REBAR SPACING.

1. ALL OTHER REBAR OMITTED FOR CLARITY.

NOTE:

STEEL SHEET PILING

1'-6"10"

AS REQ'D.

PILING, ROTATE

STEEL SHEET

EACH PIECE OF

HAIR PIN FOR

ONE NO. 7

SLAB BOTTOM

SLAB TOP

HANDLING HOLE

THROUGH EXISTING

PLACE HAIR PIN

AS POSSIBLE

AS CLOSE TO CENTER

TERMINATE ABOVE PILE

CROSS-SECTION

EQ. SPC.

CROSS-SECTION

TYPICAL REBAR LAYOUT - PI MONOLITHS

N.T.S.

EQ. SPC.

SPACING AS PER SPACING AS PER

CROSS-SECTION

SPACING AS PER

CROSS-SECTION SPACING AS PER

" = 1'-0"2

1SCALE:

18" O.D. PIPE PILES

T-WALL

WATER LINE

12" DUCTILE IRON PIPE

PL 1/2" X 3"

12-INCH WATER LINE PENETRATION DETAIL

PL 1" X 4'-6" X 4'-6" (CRS).

4 3/4" MIN. EMBED, EQUALLY SPACED (CRS).

WITH NUTS AND WASHERS,

4 -3/4" DIA. THREADED RODS INSERTS

PL 1/2" X 2" (CRS) (TYP.)

PIPE SADDLE CLAMP

PROTECTED SIDE FLOOD SIDE

NON-METALLIC GROUT

VOID W/ NON-SHRINK

AFTER SETTING PIPE FILL

OR PRESSURE TREATED LUMBER

4" PIPE SUPPORT REDWOOD

OR PRESSURE TREATED LUMBER

4" PIPE SUPPORT REDWOOD

" = 1'-0"2

1SCALE:

WATER LINE FLOOD SIDE DETAIL

1'-0"

8"

TOP OF SLAB

4 3/4" MIN. EMBED.

3/4" DIA. ANCHOR BOLT (CRS),

PL 1/2" X 2" (CRS)

PIPE SADDLE CLAMP

4 3/4" MIN. EMBED, EQUALLY SPACED (CRS).

WITH NUTS AND WASHERS,

4 -3/4" DIA. THREADED RODS INSERTS

PL 1" X 4'-6" X 4'-6" (CRS).

6 - #6 BARS EQ. SP.

#5 BARS 8" O.C. (TYP.)

OR PRESSURE TREATED LUMBER

4" X 4'-6" PIPE SUPPORT REDWOOD

WATER LINE

12-INCH DUCTILE IRON PIPE

EL. -1.2

W/STD. HOOKS

#8 @ 10" O.C., NO. 7 BAR @ 12" (TYP.)

#8 @ 10" O.C., NTS

PIPE PENETRATION THRU STEM REINFORING DETAIL

X 3"2

1PL

EL. 16.75

EL. 3.0 TOP OF SLAB

TYPICAL WALL PENETRATION

NTS

X 3"2

1PL

NO. 4 BAR WITH 1' LAP (TYP.)

2'-0"

ALL AROUND

2"x6" KEYWAY

NON-METALLIC GROUT

VOID W/ NON-SHRINK

AFTER SETTING PIPE FILL

12-INCH WATER LINE

NEW ORLEANS DISTRICT

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SERVICE POLE DETAIL

SCALE: NONE

FINISH GRADE

CONDUIT AND

WEATHERHEAD

MORE THAN 36" APART

AS REQUIRED, BUT NO

CONDUIT STRAPS SPACED

M

METER PAN. COORDINATE WITH ENTERGY.

4 FT. MINIMUM BURIAL

6" NIPPLE

BEYOND WEATHERHEAD.

PROVIDE MINIMUM 3' OF EACH CONDUCTOR

240/120 VOLT, SINGLE PHASE SERVICE.

A RING.

SPACED 10' APART TO FORM

(3) 3/4"x10' COPPER RODS

6' MAX.

STEEL ENCLOSURE

NEMA 4X STAINLESS

SCALE: NONE

STEEL ENCLOSURE

NEMA 4X STAINLESS

SCALE: NONE

2'-0"

FLOODWALL LIGHTING PROFILE

DETAIL THIS SHEET

REFERENCE MOUNTING

SCALE: NONE

MOUNTING DETAIL

ELEVATION

PLAN

T

Y P

1" (TYP.)

TOP OF WALL

3/16

3 1/2" STAINLESS STEEL CONDUIT

PLATE AND CONCRETE

1/8" NEOPRENE PAD BETWEEN

3/8" STAINLESS STEEL PL.

TOP OF WALL

BOLTS (TYP.) (SEE NOTE)

3/8" Ø STAINLESS STEEL

3/4" ELECTRICAL CONDUIT

EL. 3.0

EL. 16.75

PROTECTED SIDE

FLOOD SIDE

FLOOD SIDE

PROTECTED SIDE

2'-0"

EL. 3.0

EL. 16.75

MORE THAN 36" APART

AS REQUIRED, BUT NO

CONDUIT STRAPS SPACED

WITH 2"x2" SQUARE WASHER

1/2" GALVANIZED EYEBOLT

1" RGS

1" RGS

1'-0"

SERVICE HEAD

RAINTIGHT

GOOSENECK WITH

POLE

SERVICE

TO

TO FLOODWALL

WITH 2"x2" SQUARE WASHER

1/2" GALVANIZED EYEBOLT

1" RGS

1" SCHEDULE 80 PVC

UTILITY POLE

TO ENTERGY

24"

RGS CONDUIT ABOVE GRADE

TRANSITION FROM PVC TO

FLOODWALL SERVICE DETAIL (MONOLITH M21)

M30, M35, MPI-4 AND M44

MPI-3, M6, M10, M13, M19, M24,

LIGHTS FIXTURES INSTALLED -

NOTE: THE FOLLOWING MONOLITHS HAVE

NOTE: BOLT EMBEDMENT SHALL BE AT LEAST 2 1/2"

6 AWG

SERVICE GROUND

EMBEDDED IN FLOODWALL

3/4" ELECTRICAL PVC CONDUIT

PHOTOCELL

4XSS ENCLOSURE

30A HEAVY DUTY FDS, FUSED AT 20A IN NEMA

E-103

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