SW601 Rev 1.pdf

PDF 132 KB Posted

Attached to
Amendment 0010 -Use the applicable Small Business Forms attached Federal contract opportunity
Solicitation number
n44255
Issued by
Department of the Navy Naval Facilities Engineering Command

About this file

This document contains pile schedules and technical specifications for a federal construction contract to build a berthing pier, vessel maintenance facility, and related infrastructure. The project is located at Naval Base Kitsap in Bangor, Washington and will support the operations of the Maritime Force Protection Unit by providing secure berthing and maintenance capabilities for submarines transiting to and from test ranges. The schedules provide design details for 236 piles of various types, sizes, and depths needed for the pier, dolphins, fender system, and trestle. Specifications include cut-off elevations, estimated tip and mudline elevations, coating lengths, pile types and sizes. The related solicitation is for amendment 0010 and utilizes applicable small business forms. The awarded firm will be responsible for constructing the general purpose berthing pier, trestle, vessel maintenance facility, fuel distribution and storage systems to support the MFPU Bangor's security escort mission for nuclear-armed submarines.

View the file

Other files for this federal contract opportunity

Other files attached to Amendment 0010 -Use the applicable Small Business Forms attached, newest first.
File Type Posted
Sections B- F-G forms.pdf PDF
Rev1442.pdf PDF
SB106 Rev 2.pdf PDF
Fueling Site From Sealion Road.jpg JPG image
Fueling Site.jpg JPG image
SB503 Rev 1.pdf PDF
MW301 Rev 1.pdf PDF
MW102 Rev 1.pdf PDF
EW628 Rev 4.pdf PDF
EW401 Rev 7.pdf PDF
EW623 Rev 2.pdf PDF
EB605 Rev 3.pdf PDF
03 30 00 Rev.pdf PDF
01 45 35 Rev.pdf PDF
08 11 16 Rev.pdf PDF
Answer Attachment.xlsx XLSX spreadsheet
CS101 Rev 1.pdf PDF
MW613 Rev 1.pdf PDF
MW611 Rev 1.pdf PDF
MW112 Rev 1.pdf PDF
MW601 Rev 1.pdf PDF
Amendment 008 changes.docx DOCX document
26 11 13.00 20 Rev.pdf PDF
01 45 00.00 20.pdf PDF
13 34 20 Rev.pdf PDF
Amendment 0008.pdf PDF
1100 kW Generator Photo_0006.pdf PDF
PPI AMEND 0006.pdf PDF
Amendment 0005.pdf PDF
CS102 Rev 1.pdf PDF
EW141 Rev 1.pdf PDF
CS103 Rev 1.pdf PDF
EW124 Rev 1.pdf PDF
P-876 AS-Built_E130.pdf PDF
AB603 Rev 1.pdf PDF
01 32 17.00 20.pdf PDF
AB111 Rev 1.pdf PDF
EW404 Rev 1.pdf PDF
EW602 Rev 1.pdf PDF
SF30 Continuation .pdf PDF
Amendment 0004.pdf PDF
Amendment 003.pdf PDF
SF30 Continuation rev.pdf PDF
Amendment 0002 SF30.pdf PDF
Amend_1_Page_2.pdf PDF
P907 Project Location.pdf PDF
SF30 Amendment 0001.pdf PDF
RFP P-907 Pier and Maintence Facility.pdf PDF
RFP Attachment K_EXAMPLE Overhead Forms.xlsx XLSX spreadsheet
Attachment J.pdf PDF
Show all 50

Amendment 0010 -Use the applicable Small Business Forms attached has more files on GovTribe.

On GovTribe

Work with this file on GovTribe

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

Text version

1. FOR PILE DETAILS SEE DWGS -

2. PILE TIP ELEVATION IS ESTIMATED. SEE GEOTECHNICAL REPORT FOR

DRIVING CRITERIA

3. ALL STRUCTURAL PILES ARE TO INCLUDE A 5' OVERDRIVE

ALLOWANCE AND 2' DAMAGED PILE TOLERANCE IN THE PILE ORDER

LENGTHS

4. ALL FENDER AND GUIDE PILES ARE TO INCLUDE A 2' DAMAGED PILE

TOLERANCE IN THE PILE ORDER LENGTHS

SW501 SW503

SCALE:

EPROJECT NO.:

CONSTR. CONTR. NO.

NAVFAC DRAWING NO.

SHEET OF

DRAWFORM REVISION: 31 JANUARY 2017

CHIEF ENG/ARCH

BRANCH MANAGER

PM/DM

AS NOTED

DES DRW CHK

SATISFACTORY TO DATE

ACTIVITY

FOR COMMANDER NAVFAC

APPROVED

A/E INFO

SEAL

DE

PA

RT

M

EN

T O F

TH

E N

AV

Y

N

AV

FA

C

N W

N

AV

AL

F

AC

IL

IT

IE

S

EN

GI

N

EE

RI

N G

CO

M M

AN

D

SI

LV

ER

DA

LE

W

AS

HI

NG

TO

N

N

AV

AL

B

AS

E

KI

TS

AP

BA

N

GO

R

SI

LV

ER

DA

LE

W

AS

HI

NG

TO

N

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SY

M

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

FIRE PROTECTION

CHK

D. GIBSON/T. BOLING

B. NIXON

B. GALLOWAY

D. STARKEL

33301 9th Avenue South, Suite 300 Federal Way, WA 98003-2600

(206) 431-2300 Fax: (206) 431-2250

WSP USA Inc.

8/ /2 1:5

7:1

PM

C:\ Us ers

\U

SJ

R6 8\ Do cu me nts \P 7-

MO

D0 1-

PIE

R-

5-

ST

RU

CT

-R

_j us tin .ry ge l.r vt

FY

M

CO

N

PR

O

JE

CT

P

-9

TP

P

PI

ER

A

ND

M

AI

NT

EN

AN

CE

F

AC

IL

IT

Y

PI

LE

S

CH

ED

UL

ES

NA

VA

L

FA

CI

LI

TIE

S

EN

GI

NE

ER

IN

G

CO

MM

AN

D

NO

RT

HW

ES

T

PKOPKO JLR

SW601

1389895

168 269 16046510

PKO JLR

PIER PILE SCHEDULE

MARK TYPE PILE PLUG

TYPE

CUT OFF

EL [FT]

ESTIMATED TIP

EL [FT]

ESTIMATED MUDLINE

EL [FT]

ESTIMATED COATING

LENGTH [FT]

D-9.2 36"x1" VI 15.42 -84 -16 57 D-9.4 36"x1" VI 15.42 -82 -12 53 D-9.6 36"x1" VI 15.42 -84 -16 57 D-9.8 36"x1" VI 15.42 -81 -13 53 D-10.2 36"x1" VI 15.42 -83 -16 57 D-10.4 36"x1" VI 15.42 -81 -13 53 D-10.6 36"x1" VI 15.42 -82 -16 56 D-10.8 36"x1" VI 15.42 -81 -13 53 D-11.2 36"x1" VI 15.42 -81 -15 56 D-11.4 36"x1" VI 15.42 -80 -13 53 D-11.6 36"x1" VI 15.42 -80 -15 55 D-11.8 36"x1" VI 15.42 -79 -13 53 E-T1 36"x1" I 15.63 -102 -1 42 E-T2 36"x1" II 15.63 -104 -1 42 E-T3 36"x1" II 15.63 -108 -1 42 E-T4 36"x1" II 15.63 -105 -1 42 F-T1 36"x1" IV 15.01 -99 1 39 F-T2 36"x1" V 15.01 -107 0 40 F-T3 36"x1" V 15.01 -110 1 39 G-T1 36"x1" IV 14.22 -90 8 31 G-T2 36"x1" V 14.39 -103 4 35 G-T3 36"x1" V 14.39 -93 4 35 H-T1 36"x1" IV 13.78 -84 8 31 H-T2 36"x1" V 13.78 -95 10 29 H-T3 36"x1" V 13.78 -86 11 28 J-T1 36"x1" I 12.31 -73 12 25 J-T2 36"x1" II 12.31 -72 12 25 J-T3 36"x1" II 12.31 -74 12 25

PIER PILE SCHEDULE

MARK TYPE PILE PLUG

TYPE

CUT OFF

EL [FT]

ESTIMATED TIP

EL [FT]

ESTIMATED MUDLINE

EL [FT]

ESTIMATED COATING

LENGTH [FT]

A-1 36"x1" I 12.17 -110 -21 58 A-2 36"x1" I 12.17 -116 -19 57 A-3 36"x1" I 12.17 -112 -19 56 A-4 36"x1" I 12.17 -109 -19 56 A-5 36"x1" I 12.17 -111 -21 59 A-6 36"x1" I 12.17 -114 -25 62 A-7 36"x1" I 12.17 -107 -27 65 A-8 36"x1" I 12.17 -99 -30 67 A-9 36"x1" I 12.17 -99 -29 67 A-10 36"x1" I 12.17 -98 -28 66 A-11 36"x1" I 12.17 -96 -26 63 A-12 36"x1" I 12.17 -88 -24 62 B-1 36"x1" II 12.17 -102 -12 50 B-2 36"x1" III 12.17 -105 -10 48 B-3 36"x1" III 12.17 -102 -10 48 B-4 36"x1" III 12.17 -100 -10 48 B-5 36"x1" III 12.17 -101 -12 50 B-6 36"x1" III 12.17 -102 -16 53 B-7 36"x1" III 12.17 -97 -19 57 B-8 36"x1" III 12.17 -96 -23 60 B-9 36"x1" III 12.17 -99 -24 62 B-10 36"x1" III 12.17 -97 -23 61 B-11 36"x1" III 12.17 -95 -21 59 B-12 36"x1" II 12.17 -83 -20 58 C-1 36"x1" II 15.42 -94 -6 47 C-2 36"x1" III 15.42 -92 -5 46 C-3 36"x1" III 15.42 -85 -5 45 C-4 36"x1" III 15.42 -82 -5 45 C-5 36"x1" III 15.42 -80 -6 47 C-6 36"x1" III 15.42 -78 -9 49 C-7 36"x1" III 15.42 -76 -12 53 C-8 36"x1" III 15.42 -79 -15 56 C-9 36"x1" III 15.42 -83 -18 59 C-10 36"x1" III 15.42 -81 -18 59 C-11 36"x1" III 15.42 -79 -17 58 C-12 36"x1" II 15.42 -73 -17 57 D-1.2 36"x1" VI 15.42 -106 -3 44 D-1.4 36"x1" VI 15.42 -111 -4 45 D-1.6 36"x1" VI 15.42 -111 -4 44 D-1.8 36"x1" VI 15.42 -106 -3 43 D-2.2 36"x1" VI 15.42 -109 -4 44 D-2.4 36"x1" VI 15.42 -105 -3 43 D-2.6 36"x1" VI 15.42 -109 -4 44 D-2.8 36"x1" VI 15.42 -105 -3 43 D-3.2 36"x1" VI 15.42 -104 -3 44 D-3.4 36"x1" VI 15.42 -99 -2 43 D-3.6 36"x1" VI 15.42 -104 -3 44 D-3.8 36"x1" VI 15.42 -99 -2 43 D-4.2 36"x1" VI 15.42 -99 -3 44 D-4.4 36"x1" VI 15.42 -94 -3 43 D-4.6 36"x1" VI 15.42 -98 -4 44 D-4.8 36"x1" VI 15.42 -94 -3 43 D-5.2 36"x1" VI 15.42 -95 -5 45 D-5.4 36"x1" VI 15.42 -91 -4 44 D-5.6 36"x1" VI 15.42 -95 -5 45 D-5.8 36"x1" VI 15.42 -91 -4 44 D-6.2 36"x1" VI 15.42 -89 -6 46 D-6.4 36"x1" VI 15.42 -85 -5 45 D-6.6 36"x1" VI 15.42 -89 -7 48 D-6.8 36"x1" VI 15.42 -85 -5 46 D-7.2 36"x1" VI 15.42 -86 -8 49 D-7.4 36"x1" VI 15.42 -82 -6 47 D-7.6 36"x1" VI 15.42 -86 -10 50 D-7.8 36"x1" VI 15.42 -82 -7 47 D-8.2 36"x1" VI 15.42 -82 -12 52 D-8.4 36"x1" VI 15.42 -78 -9 49 D-8.6 36"x1" VI 15.42 -81 -14 54 D-8.8 36"x1" VI 15.42 -78 -11 51

FENDER PILE SCHEDULE

MARK TYPE CUT OFF

EL [FT]

ESTIMATED

TIP EL [FT]

ESTIMATED MUDLINE

EL [FT]

ESTIMATED COATING

LENGTH [FT]

FP-1 24"x3/4" 19.71 -44 -25 70 FP-1.5 24"x3/4" 19.71 -43 -23 68 FP-2 24"x3/4" 19.71 -43 -23 67 FP-3.4 30"x1" 19.71 -47 -23 68 FP-4 30"x1" 19.71 -47 -23 68 FP-4.6 30"x1" 19.71 -48 -23 68 FP-5.1 30"x1" 19.71 -49 -25 70 FP-5.7 30"x1" 19.71 -51 -26 71 FP-7.3 30"x1" 19.71 -57 -32 77 FP-7.9 30"x1" 19.71 -58 -33 78 FP-8.4 30"x1" 19.71 -57 -33 78 FP-9 30"x1" 19.71 -57 -32 77 FP-9.6 30"x1" 19.71 -56 -32 77 FP-11 24"x3/4" 19.71 -48 -28 73 FP-11.5 24"x3/4" 19.71 -47 -27 72 FP-12 24"x3/4" 19.71 -46 -27 72 FP-D.1 24"x3/4" 18.86 -48 -29 73 FP-D.2 24"x3/4" 18.86 -50 -31 75 FP-D.3 24"x3/4" 18.86 -51 -33 77 FP-D.4 24"x3/4" 18.86 -51 -32 76

DOLPHIN PILE SCHEDULE

MARK TYPE PILE PLUG

TYPE

CUT OFF

EL [FT]

ESTIMATED

TIP EL [FT]

ESTIMATED MUDLINE

EL [FT]

ESTIMATED COATING

LENGTH [FT]

DP-1 36"x1" III 16.17 -110 -30 71 DP-2 36"x1" III 16.17 -107 -27 68 DP-3 36"x1" III 16.17 -117 -37 78 DP-4 36"x1" III 16.17 -120 -40 81 DP-5 36"x1" III 16.17 -108 -28 70 DP-6 36"x1" III 16.17 -107 -27 68 DP-7 36"x1" III 16.17 -109 -29 71 DP-8 36"x1" III 16.17 -111 -31 72

NOTES

PPI

8/ 12/

JLR1 1 1

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