AMENDMENT 0005.pdf
PDF 1 MB Posted
- Solicitation number
- N400857328487
About this file
This document is an amendment to a solicitation for the Provide Prohibited/Restricted Signs at Range and Training Areas BT11 & BT09 contract opportunity at Marine Corps Air Station Cherry Point, North Carolina.
The amendment provides responses to pre-award Requests for Information (RFIs), clarifies the deadline for submitting RFIs has passed, and confirms the proposal due date of July 30, 2024 at 12:00 PM local time remains unchanged. It also includes revisions to Section 31 62 19.13 Timber Piles and Posts, noting changes to the specification dated July 18, 2024. Additionally, Drawing 12891956 Bombing Range BT-09 has been revised per RFI 3. The contract is set aside for General MACC contractors only, and the procuring agency is the Department of the Navy Naval Facilities Engineering Command.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| AMENDMENT 0006.pdf | ||
| AMENDMENT 0004.pdf | ||
| AMENDMENT 0003.pdf | ||
| AMENDMENT 0002.pdf | ||
| AMENDMENT 0001.pdf | ||
| 7328487 DwgsAsOne - SIGNED.pdf | ||
| RFP 7328487.pdf | ||
| 7328487 SpecsAsOne - SIGNED.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
NAVFAC
SPECIFICATION
7328487 Provide Prohibited/ Restricted Signs at
Range and Training Areas BT11 & BT09
MCAS Cherry Point, NC AMENDMENT
#0005
IMPORTANT
This amendment should be acknowledged when your proposal is submitted. Failure to acknowledge the amendment may constitute grounds for rejection of the proposal.
If your proposal has been submitted prior to the receipt of this amendment, acknowledgement should be made by telegram, which should state whether the price contained in your proposal is to remain unchanged, is to be decreased by an amount, or is to be increased by an amount. The acknowledgement must be received prior to proposal opening time.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE PAGE OF PAGES
1 2
2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)
0005 7/23/2024 7328487
6. ISSUED BY Code N40085 7. ADMINISTERED BY (If other than item 6.) Code
CG MCAS Cherry Point
FACILITIES, ROICC
B-163, CURTIS ROAD
PSC BOX 8006
CHERRY POINT, NC 28533
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) 9A. AMENDMENT OF SOLICITATION Provide Prohibited/Restricted Signs at Range and Training Areas BT11 & BT09
9B. DATED (SEE ITEM 11)
AMENDMENT MUST BE ACKNOWLEDGED WITH YOUR PROPOSAL 10A. MODIFICATION OF CONTRACT/ORDER NO.
10B. DATED (SEE ITEM 13)
CODE FACILITY CODE
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended is not extended. Offers 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 copy 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 ADMINISTRATION 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 original to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
7328487 Provide Prohibited/Restricted Signs at Range and Training Areas BT11 & BT09, Marine Corps Air Station Cherry
Point, NC
Amendment 0005 is being issued to respond to pre-award RFI.
The deadline to submit pre-award RFI’s HAS PASSED. No further RFI will be answered.
The proposal due date of 30 July 2024 at 12:00 PM local time REMAINS unchanged.
See Attached.
15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
15B. CONTRACTOR/OFFEROR (Same as Item 8) 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED
BY
(Signature of person authorized to sign) (Signature of Contracting Officer)
NSN 7540-01-152-8070 30-105 STANDARD FORM 30 (REV.1-83) 0224-3(10-90)
PREVIOUS EDITION UNUSABLE Prescribed by GSA
Amendment 0005 7328487 Provide Prohibited/Restricted Signs at Range and Training Areas BT11 & BT09
RFI Responses:
1. Will the Thorofare Bridge parking area and dock be available for us to use?
Response: Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.
NOTE - Yes
2. Will jetting of land post be allowed in areas not accessible by barge or equipment?
Response: Submit proposals in accordance with RFP, Specifications, Drawings and all amendments.
NOTE – See revised specification 31 62 19.13, dated 07/22/24 in the footer.
3. Clarification- Sheet C-403 detail 7 refers to #5 signs to be mounted on new landward mounted post at BT-9, but there is no land at BT-9.
Response: See revised sheet C-403; Revision 1, RFI 3, 7/18/2024
4. Will test pilings be required for waterward pling if the depth of water is known at the location of waterward pilings to be installed at BT-9? Spec say provide and drive 6 test piles 5' longer than required, but only 3 waterward pilings are required for this project. This would be treated as a separate project in itself with its own mobilization and demobilization to be done prior to the actual project and will carry a significant cost.
Response: See revised specification 31 62 19.13, dated 07/22/24 in the footer.
5. Are test pilings required for the 6 x 6 landward post when the embedment is specified to 6'?
Response: See revised specification 31 62 19.13, dated 07/22/24 in the footer.
CONTINUATION SHEET
PROJECT TABLE OF CONTENTS
SECTION 31 62 19.13 TIMBER PILES AND POSTS is deleted and 31 62 19.13 TIMBER PILES AND POSTS, dated 07/18/24, as shown in the footer, is added to the Project Table of Contents and accompanies this Amendment.
DOCUMENT 00 01 15
1.2 CONTRACT DRAWINGS
The following drawings are revised as of 07/18/24:
NAVFAC DWG NO. TITLE
12891956 BOMBING RANGE BT-09
This drawing accompanies this Amendment.
7328487 PROVI DE PROHI BI TED/ RESTRI CTED SI GNS AT CHERRY POI NT, NC
RANGE & TRAI NI NG AREAS
SECTI ON 31 62 19. 13
TI MBER MARI NE PI LES AND POSTS
11/ 16, CHG 2: 05/ 22
PART 1 GENERAL
1. 1 REFERENCES
The publ i cat i ons l i s t ed bel ow f or m a par t of t hi s speci f i cat i on t o t he ext ent r ef er enced. The publ i cat i ons ar e r ef er r ed t o wi t hi n t he t ext by t he basi c desi gnat i on onl y.
AMERI CAN WOOD PROTECTI ON ASSOCI ATI ON ( AWPA)
AWPA A3 ( 2015) St andar d Met hod f or Det er mi ni ng Penet r at i on of Pr eser vat i ves and Fi r e Ret ar dant s
AWPA M2 ( 2019) St andar d f or t he I nspect i on of Pr eser vat i ve Tr eat ed Wood Pr oduct s f or I ndust r i al Use
AWPA M4 ( 2023) St andar d f or t he Car e of Pr eser vat i ve- Tr eat ed Wood Pr oduct s
AWPA M6 ( 2013) Br ands Used on Pr eser vat i ve Tr eat ed Mat er i al s
AWPA P5 ( 2015) St andar d f or Wat er bor ne Pr eser vat i ves
AWPA P34 ( 2014) St andar d f or Copper Napht henat e, Wat er bone ( CuN- W)
AWPA T1 ( 2023) Use Cat egor y Syst em: Pr ocessi ng and Tr eat ment St andar d
AWPA U1 ( 2023) Use Cat egor y Syst em: User Speci f i cat i on f or Tr eat ed Wood
ASTM I NTERNATI ONAL ( ASTM)
ASTM A123/ A123M ( 2017) St andar d Speci f i cat i on f or Zi nc ( Hot - Di p Gal vani zed) Coat i ngs on I r on and St eel Pr oduct s
ASTM A153/ A153M ( 2023) St andar d Speci f i cat i on f or Zi nc Coat i ng ( Hot - Di p) on I r on and St eel Har dwar e
ASTM A307 ( 2021) St andar d Speci f i cat i on f or Car bon St eel Bol t s, St uds, and Thr eaded Rod 60 000 PSI Tensi l e St r engt h
ASTM A1023/ A1023M ( 2021) St andar d Speci f i cat i on f or St r anded Car bon St eel Wi r e Ropes f or Gener al Pur poses
SECTI ON 31 62 19. 13 Page 1 7/ 18/ 2024
ASTM D25 ( 2012; R 2017) St andar d Speci f i cat i on f or Round Ti mber Pi l es
ASTM D5643/ D5643M ( 2012) St andar d Speci f i cat i on f or Coal Tar Roof Cement , Asbest os Fr ee
U. S. GENERAL SERVI CES ADMI NI STRATI ON ( GSA)
FS RR- W- 410 ( 2022; Rev J) Wi r e Rope and St r and
WESTERN WOOD PRESERVERS I NSTI TUTE ( WWPI )
WWPI Mgt Pr act i ces ( 1996; R 2011) Best Management Pr act i ces f or t he Use of Tr eat ed Wood i n Aquat i c and Wet l and Envi r onment s
1. 2 SUBMI TTALS
Gover nment appr oval i s r equi r ed f or al l submi t t al s. Submi t t he f ol l owi ng i n accor dance wi t h Sect i on 01 33 00 SUBMI TTAL PROCEDURES:
SD- 03 Pr oduct Dat a
Pi l es
Post s
Pi l e Dr i v i ng Equi pment
Submi t compl et e descr i pt i ons of pi l e dr i v i ng equi pment , i ncl udi ng hammer s, l eads, dr i v i ng hel met s, cushi on bl ocks, dr i v i ng bl ocks, col l ar s, ext r act or s, and ot her appur t enances f or appr oval pr i or t o commencement of wor k.
Pi l e Caps
Jet t i ng Equi pment and Met hod
Spuddi ng Equi pment
Test Pi l es
I f appr oved af t er t est compl et i on, i ncl ude pr oper l y l ocat ed t est pi l es i n f i ni shed wor k.
SD- 06 Test Repor t s
Test dat a and r esul t s as speci f i ed i n par agr aph LOAD TESTS.
Pr eser vat i ve Tr eat ment - Ti mber Mar i ne Pi l es
The Cont r act or must pr ovi de t he Cont r act i ng Of f i cer ' s Repr esent at i ve ( COR) wi t h t he i nspect i on r epor t of an i ndependent i nspect i on agency, appr oved by t he Cont r act i ng Of f i cer , t hat of f er ed pr oduct s compl y wi t h appl i cabl e AWPA st andar ds.
Del i ver y I nspect i on Li st
SECTI ON 31 62 19. 13 Page 2
SD- 07 Cer t i f i cat es
SDS and CI S
Pest i c i de Appl i cat or Company Sel f - Cer t i f i cat i on
Best Management Pr act i ces ( BMPs)
SD- 11 Cl oseout Submi t t al s
Pi l e Dr i v i ng Recor ds
Submi t pi l e dr i v i ng r ecor ds wi t hi n 15 cal endar days af t er compl et i on of dr i v i ng.
As- Dr i ven Pi l e Sur vey
1. 3 DELI VERY, STORAGE, AND HANDLI NG
Handl e and st or e pi l es i n accor dance wi t h AWPA M4. Fol l ow pr ecaut i ons i dent i f i ed i n SDS or CI S pr ovi ded by t he suppl i er of t r eat ed wood pr oduct s. Speci al car e must be t aken i n suppor t i ng pi l es t o pr event t he i nduct i on of excessi ve bendi ng st r esses i n t he pi l es. Pi l es must be car ef ul l y handl ed wi t hout dr oppi ng, br eaki ng of out er f i ber s, and penet r at i ng t he sur f ace wi t h t ool s. Peaveys, cant hooks, pi kes, and ot her poi nt ed t ool s must not be used i n handl i ng t r eat ed pi l es.
1. 4 QUALI TY ASSURANCE
1. 4. 1 Pr eser vat i ve Tr eat ment - Ti mber Mar i ne Pi l es
The Cont r act or must be r esponsi bl e f or t he qual i t y of t r eat ed wood pr oduct s. The Cont r act or must pr ovi de t he Cont r act i ng Of f i cer ' s Repr esent at i ve ( COR) wi t h t he i nspect i on r epor t of an i ndependent i nspect i on agency, appr oved by t he Cont r act i ng Of f i cer , cer t i f y i ng t hat t he of f er ed pr oduct s compl y wi t h appl i cabl e AWPA st andar ds. I dent i f y t r eat ment on each pi ece by t he qual i t y mar k of an agency accr edi t ed by t he Boar d of Revi ew of t he Amer i can Lumber St andar d Commi t t ee. I nspect al l pr eser vat i ve- t r eat ed wood vi sual l y t o ensur e t her e ar e no excessi ve r esi dual mat er i al s or pr eser vat i ve deposi t s. Mat er i al must be cl ean and dr y or i t wi l l be r ej ect ed because of envi r onment al concer ns.
1. 4. 2 SDS and CI S
Pr ovi de Saf et y Dat a Sheet s ( SDS) and Consumer I nf or mat i on Sheet s ( CI S) associ at ed wi t h t i mber pi l e pr eser vat i ve t r eat ment . Cont r act or must compl y wi t h al l saf et y pr ecaut i ons i ndi cat ed on t he SDS and CI S.
1. 4. 3 Del i ver y I nspect i on Li st
Fi el d i nspect and submi t a ver i f i cat i on l i s t of each t r eat ed t i mber pi l e i ndi cat i ng t he wor di ng and l et t er i ng of t he qual i t y cont r ol mar ki ngs, t he speci es and t he condi t i on of t he wood. Do not i ncor por at e pi l es damaged i n t r anspor t f r om pl ant t o s i t e. I nspect al l pr eser vat i ve- t r eat ed pi l es, v i sual l y t o ensur e t her e ar e no excessi ve r esi dual mat er i al s or pr eser vat i ve deposi t s. Mat er i al must be cl ean and dr y or i t wi l l be r ej ect ed due t o envi r onment al concer ns.
SECTI ON 31 62 19. 13 Page 3
1. 4. 4 Pest i c i de Appl i cat or Company Sel f - Cer t i f i cat i on
Pr ovi de t he Cont r act i ng Of f i cer , a st at ement s i gned by t he r esponsi bl e s i t e super vi sor or hi gher company r epr esent at i ve, cer t i f y i ng t hat t he cont r act or wi l l compl y wi t h al l pest i c i de l abel i nst r uct i ons. The cer t i f i cat i on shoul d i dent i f y by name al l i ndi v i dual s ( appl i cat or s) who wi l l be wor ki ng wi t h wood pr eser vi ng pest i c i de pr oduct s on si t e.
1. 4. 5 Best Management Pr act i ces ( BMPs)
The pr oducer of t he t r eat ed wood pr oduct s must pr ovi de cer t i f i cat i on t hat WWPI Mgt Pr act i ces f or t he use of Tr eat ed Wood i n Aquat i c and Wet l and Envi r onment s wer e ut i l i zed i ncl udi ng a wr i t t en descr i pt i on and appr opr i at e document at i on of t he BMPs ut i l i zed.
As par t of t he BMPs f or CCA t r eat ed pi er t i mber wor k, cer t i f i cat i on must be pr ovi ded t hat document s t hat t he Chr omot r opi c Aci d Test ( AWPA A3- Met hods f or Det er mi nat i on of t he Pr esence of Hexaval ent Chr omi um i n Tr eat ed Wood) was per f or med on t he t i mber and adequat e f i xat i on of t he CCA t r eat ment has been achi eved pr i or t o i nst al l at i on.
1. 5 BASI S OF BI DS
Base bi ds on t he number , c i r cumf er ence, and l engt h of pi l es f r om t i p t o cut of f as i ndi cat ed. Test pi l es must be 5 f eet l onger t han bi d l engt h pi l es. Fr om t he dat a obt ai ned as a r esul t of dr i v i ng t he t est pi l es speci f i ed her ei n, t he Gover nment wi l l det er mi ne and l i s t f or t he Cont r act or t he cal cul at ed mi ni mum pi l e t i p el evat i ons, t he dr i v i ng r esi st ance f or pi l es, or bot h. The i nf or mat i on wi l l be gi ven t o t he Cont r act or no l at er t han 10 days af t er r ecei pt of compl et e t est pi l e dat a. The l i s t must be used as t he basi s f or or der i ng pi l es. The Cont r act or must not or der pr oduct i on pi l es pr i or t o r ecei pt of t he above i nf or mat i on f r om t he Gover nment . Shoul d t he t ot al number of pi l es or number of each l engt h var y f r om t hat speci f i ed as t he basi s f or bi ddi ng, t he cont r act pr i ce wi l l be adj ust ed i n accor dance wi t h Cont r act Cl ause ent i t l ed " Changes. " Adj ust ment i n cont r act pr i ce wi l l not be made f or cut t i ng of f pi l es, f or any por t i on of a pi l e r emai ni ng above t he cut of f el evat i on, di sposal of pi l es, or f or br oken, damaged, or r ej ect ed pi l es.
For uni t pr i ce bi d, see SF 1442, " Sol i c i t at i on, Of f er and Awar d" and " Schedul e of Bi d I t ems. "
Payment wi l l be at t he cont r act uni t pr i ce f or f ur ni shi ng l abor , mat er i al s, t ool s, equi pment , and i nci dent al s r equi r ed f or f ur ni shi ng and dr i v i ng pi l es. Wor k i ncl udes f ur ni shi ng and dr i v i ng pi l es i ncl udi ng t est pi l es, pi l e cut of f , r edr i v i ng, and r emoval and r epl acement of damaged, mi sal l ocat ed, or ot her wi se r ej ect ed pi l es. Base bi ds on t he number of pi l es wi t h pi l e l engt h f r om t i p t o cut of f , as i ndi cat ed, and on t ot al l engt h of pi l i ng f r om t i p t o cut of f , i ncl udi ng t est pi l es. I ncl ude i n bi d a uni t pr i ce per uni t l engt h of pi l i ng based on t he quant i t y st at ed. Fr om dat a obt ai ned as a r esul t of dr i v i ng t he t est pi l es speci f i ed her ei n, t he Gover nment wi l l det er mi ne and l i s t f or t he Cont r act or t he cal cul at ed mi ni mum pi l e t i p el evat i ons, t he dr i v i ng r esi st ance f or pi l es, or bot h.
The i nf or mat i on wi l l be gi ven t o t he Cont r act or no l at er t han 10 cal endar days af t er r ecei pt of compl et e t est pi l e dat a. The l i s t must be used as t he basi s f or or der i ng pi l es. The Cont r act or must not or der pr oduct i on pi l es pr i or t o r ecei pt of t he above i nf or mat i on f r om t he Gover nment . I f t he Cont r act i ng Of f i cer r equi r es an i ncr ease or a decr ease i n t he uni t l engt h of pi l es f ur ni shed and i nst al l ed, t he cont r act pr i ce wi l l be
SECTI ON 31 62 19. 13 Page 4 adj ust ed i n accor dance wi t h FAR 52. 211- 18 Var i at i on i n Est i mat ed Quant i t y.
1. 6 UNI T PRI CES
1. 6. 1 Round Ti mber Pi l es, Ver t i cal
1. 6. 1. 1 Payment
Payment f or each accept abl y dr i ven pi l e wi l l be made at t he appl i cabl e cont r act uni t pr i ce f or each pi l e as det er mi ned by t he l engt h and t ype of pi l e speci f i ed or di r ect ed t o be dr i ven; t hi s pr i ce i ncl udes al l i t ems i nci dent al t o f ur ni shi ng and dr i v i ng t he pi l es, r edr i v i ng upl i f t ed pi l es, any r equi r ed not chi ng, t he cut t i ng of f of al l pi l es at t he cut of f el evat i on, di sposal of cut of f s and t he pr eser vat i ve t r eat ment of t he t ops of t r eat ed pi l es whi ch ar e headed but excl usi ve of any cappi ng of heads.
1. 6. 1. 2 Measur ement
Accept abl y dr i ven pi l es wi l l be measur ed f or payment based upon each pi l e.
1. 6. 1. 3 Uni t of Measur e
Uni t of measur e: each.
1. 6. 2 Test Pi l es
1. 6. 2. 1 Payment
Payment wi l l be made f or t est pi l es, dr i ven as di r ect ed and not i ncor por at ed i n t he per manent wor k. Payment wi l l be made f or t est pi l es i ncor por at ed i n t he per manent wor k.
1. 6. 2. 2 Measur ement
Test pi l es, dr i ven as di r ect ed and not i ncor por at ed i n t he per manent wor k, wi l l be measur ed f or payment at t wi ce t he appl i cabl e cont r act uni t pr i ce f or a per manent pi l e of t he same t ype and l engt h. Test pi l es, i ncor por at ed i n t he per manent wor k, wi l l be measur ed f or payment at t he cont r act uni t pr i ce f or per manent pi l es.
1. 6. 2. 3 Uni t of Measur e
Uni t of measur e: each.
1. 6. 3 Pi l e Caps
1. 6. 3. 1 Payment
Payment wi l l be made f or f ur ni shi ng al l pl ant , l abor , and mat er i al s f or pi l e caps and wi l l be pai d f or at t he cont r act uni t pr i ce f or each pi l e cap.
1. 6. 3. 2 Measur ement
Pi l e caps wi l l be measur ed f or payment based upon each pi l e cap f ur ni shed.
1. 6. 3. 3 Uni t of Measur e
Uni t of measur e: each.
SECTI ON 31 62 19. 13 Page 5
1. 6. 4 Pul l ed Pi l es
1. 6. 4. 1 Payment
Payment wi l l be made f or sat i sf act or i l y dr i ven pi l es whi ch ar e pul l ed at t he di r ect i on of t he Cont r act i ng Of f i cer and f ound t o be i n good condi t i on. Wher e pi l es ar e pul l ed at t he di r ect i on of t he Cont r act i ng Of f i cer and f ound t o be damaged, no payment wi l l be made f or or i gi nal l y f ur ni shi ng and dr i v i ng such pi l es nor f or t he oper at i on of pul l i ng, and damaged pi l es must be r epl aced by new pi l es f or whi ch payment wi l l be made.
1. 6. 4. 2 Measur ement
Sat i sf act or i l y dr i ven pi l es whi ch ar e pul l ed at t he di r ect i on of t he Cont r act i ng Of f i cer and f ound t o be i n good condi t i on wi l l be measur ed f or payment at t he appl i cabl e cont r act uni t pr i ce f or f ur ni shi ng and dr i v i ng t he pi l e at i t s or i gi nal posi t i on pl us 50 per cent of t hi s amount t o cover t he cost of pul l i ng. Pul l ed t i mber pi l es f ound t o be sound and i n a sat i sf act or y condi t i on by t he Cont r act i ng Of f i cer must be r edr i ven and measur ed f or payment at 50 per cent of t he appl i cabl e cont r act uni t pr i ce f or f ur ni shi ng and dr i v i ng t he pi l e. Wher e pi l es ar e pul l ed at t he di r ect i on of t he Cont r act i ng Of f i cer and f ound t o be damaged, no measur ement f or payment wi l l be made f or or i gi nal l y f ur ni shi ng and dr i v i ng such pi l es nor f or t he oper at i on of pul l i ng, and t he damaged pi l es must be r epl aced by new pi l es whi ch wi l l be measur ed f or payment at t he appl i cabl e cont r act uni t pr i ce f or f ur ni shi ng and dr i v i ng t he pi l e.
1. 6. 4. 3 Uni t of Measur e
Uni t of measur e: each.
PART 2 PRODUCTS
2. 1 MATERI ALS
2. 1. 1 Pi l es
Pr ovi de coast al Dougl as f i r , Sout her n pi ne, Ponder osa or Red pi ne cl ean- peel ed, t r eat ed pi l es i n accor dance wi t h AWPA U1 Commodi t y Speci f i cat i on G, Use Cat egor y UC5B Mar i ne Use Cent r al Wat er s, and conf or mi ng t o ASTM D25 and ot her r equi r ement s as speci f i ed. Pi l es must be i n one pi ece f or t he l engt hs r equi r ed. Spl i ces wi l l not be per mi t t ed.
Each t r eat ed pi l e must be br anded by t he pr oducer , i n accor dance wi t h AWPA M6. Pi l e c i r cumf er ences must be as f ol l ows:
a. Pi l es: Mi ni mum 12 i nch di amet er measur ed at 3 f eet f r om t he t i p.
2. 1. 2 Pr eser vat i ve Tr eat ment
Tr eat pi l es based on Use Cat egor y and speci es i n accor dance wi t h AWPA U1 and AWPA T1 t o t he r et ent i on and penet r at i on f or mar i ne pi l i ng and pr oduce i n accor dance wi t h WWPI Mgt Pr act i ces. Pi l es pr eser vat i ve t r eat ment must be Wat er bor ne pr eser vat i ve f or mar i ne pi l es i n accor dance wi t h AWPA P5 ( ACZA - Ammoni acal Copper Zi nc Ar senat e, CCA - Chr omat ed Copper Ar senat e) .
2. 1. 3 Fi el d Tr eat ment
Pi l es must be f i el d t r eat ed i n accor dance wi t h AWPA M4. Al l cut s, hol es
SECTI ON 31 62 19. 13 Page 6 and i nj ur i es such as hol es f r om r emoval of spi kes or nai l s whi ch may penet r at e t he t r eat ed zone must be f i el d t r eat ed wi t h copper napht henat e conf or mi ng t o AWPA P34 and coal - t ar r oof i ng cement conf or mi ng t o
ASTM D5643/ D5643M.
2. 1. 4 Pi l e Caps
Mar i ne pi l e caps must consi st of copper caps per manent l y at t ached t o t he pi l es wi t h st ai nl ess st eel bands as det ai l ed.
2. 1. 5 Post s
Pr ovi de coast al Dougl as f i r , Sout her n pi ne, Ponder osa or Red pi ne t r eat ed wood post s, mi ni mum 6x6, one pi ece f or l engt h r equi r ed. Tr eat post s wi t h pr eser vat i ve t r eat ment speci f i ed i n par agr aph Pr eser vat i ve Tr eat ment above.
2. 1. 6 Har dwar e
Pi l e har dwar e must consi st i ng of bol t s wi t h necessar y nut s and washer s, t i mber connect or s, dr i f t pi ns, dowel s, nai l s, scr ews, spi kes, and ot her f ast eni ngs. Pr ovi de bol t s wi t h washer s under nut and head. Bol t s and nut s must conf or m t o ASTM A307. Pr ovi de cast - i r on ogee, mal l eabl e i r on washer s, or pl at e or cut washer s wher e i ndi cat ed. Pr ovi de bol t s wi t h washer s under nut and head. Pr ovi de t i mber connect or s and ot her met al f ast eni ngs of t ype and si ze i ndi cat ed. Hot - di p gal vani ze al l har dwar e i n accor dance wi t h ASTM A123/ A123M or ASTM A153/ A153M, as appl i cabl e.
2. 1. 7 Wi r e Rope and Fi t t i ng
Wi r e r opes must be i n accor dance wi t h FS RR- W- 410 Type I I I , Cl ass 2. Al l wi r e r opes must be zi nc coat ed i n accor dance wi t h ASTM A1023/ A1023M.
Pr ovi de cl i ps or c l amps of z i nc- coat ed st eel .
2. 2 TESTS, I NSPECTI ONS, AND VERI FI CATI ONS
2. 2. 1 I nspect i on of Pi l es
The Cont r act or must pr ovi de t he necessar y f aci l i t i es f or t he pr oper i nspect i on of each pi l e. Pi l es t o be pr eser vat i ve t r eat ed wi l l be i nspect ed pr i or t o t r eat ment . Pi l es wi l l be i nspect ed at t he shi ppi ng poi nt or at t he wor k s i t e i f so deci ded. Pi l e i nspect i on at t he shi ppi ng poi nt wi l l not be per f or med f or l ess t han 100 pi l es i n one l ocal i t y.
Pi l es wi t h speci f i ed var i at i ons i n char act er i st i cs must be pl aced i n separ at e l ot s f or i nspect i on. Pi l es must be so mar ked or segr egat ed i nt o mar ked l ot s t hat t her e wi l l be no possi bi l i t y of er r or i n assi gnment af t er t hey have been i nspect ed. Pi l es damaged af t er i nspect i on may be subsequent l y r ej ect ed i f damage i s deemed suf f i c i ent f or r ej ect i on. Al l r ej ect ed pi l es must be r emoved as di r ect ed.
2. 2. 2 I nspect i on of t he Pr eser vat i ve Tr eat ment Pr ocess
I nspect i on of t he pr eser vat i ve t r eat ment pr ocess wi l l be i n accor dance wi t h AWPA M2. The Cont r act or must not i f y t he Cont r act i ng Of f i cer wher e pr eser vat i ve t r eat ment wi l l be done not l ess t han 15 days pr i or t o t he st ar t of t he t r eat ment and must pr ovi de t he necessar y f aci l i t i es f or t he pr oper i nspect i on of t he t r eat ment pr ocess. Al l ow t he Cont r act i ng Of f i cer unl i mi t ed access t o t he pl ant and i nspect i on pr i v i l eges f or each f acet of t he t r eat i ng pr ocess.
SECTI ON 31 62 19. 13 Page 7
PART 3 EXECUTI ON
3. 1 I NSTALLATI ON
3. 1. 1 Pi l e Dr i v i ng Equi pment
Pi l e dr i v i ng equi pment must meet t he f ol l owi ng r equi r ement s.
3. 1. 1. 1 Pi l e Dr i v i ng Hammer s
Pi l e dr i v i ng hammer s must be st eam, ai r or di esel , s i ngl e- act i on, doubl e- act i ng, di f f er ent i al - act i ng , or v i br at or y t ype. The use of v i br at or y hammer s i s dependent upon sat i sf act or y dr i v i ng and l oad t est i ng of pi l es. The si ze or capaci t y of hammer s must be as r ecommended by t he manuf act ur er f or t he pi l e wei ght s and sol i d f or mat i on t o be penet r at ed.
The pi l e hammer must be of suf f i c i ent wei ght and ener gy t o i nst al l t he speci f i ed pi l e wi t hout damage i nt o t he soi l s expect ed t o be encount er ed.
The maxi mum dr i v i ng ener gy of hammer s must be 12, 000 f oot - pounds f or pi l es f or any l engt h. Test pi l es must be dr i ven wi t h t he same si ze and t ype hammer , oper at i ng wi t h t he same ef f ect i ve ener gy and ef f i c i ency as t hat t o be used i n dr i v i ng j ob pi l es. Di esel power ed hammer s must be oper at ed at t he r at e r ecommended by t he manuf act ur er t hr oughout t he ent i r e dr i v i ng per i od. Suf f i c i ent pr essur e must be mai nt ai ned at t he hammer so t hat :
a. For doubl e- act i ng hammer s, t he number of bl ows per mi nut e dur i ng and at t he compl et i on of dr i v i ng of a pi l e i s equal appr oxi mat el y t o t hat at whi ch t he hammer i s r at ed;
b. For s i ngl e- act i ng hammer s, t her e i s a f ul l upwar d st r oke of t he r am;
and,
c. For di f f er ent i al - t ype hammer s, t her e i s a s l i ght r i se of t he hammer base dur i ng each upwar d st r oke.
3. 1. 1. 2 Leads
Leads ar e r equi r ed and must be f i xed at t he t op and adj ust abl e at t he bot t om.
3. 1. 1. 3 Dr i v i ng Cap or Hel met and Cushi on Bl ock
Dr i v i ng cap or hel met must be an appr oved desi gn and must be capabl e of pr ot ect i ng pi l e heads, mi ni mi zi ng ener gy absor pt i on, and t r ansmi t t i ng hammer ener gy uni f or ml y and consi st ent l y t o pi l es. Pl ace dr i v i ng hel met or cap and cushi on bl ock combi nat i on bet ween t op of pi l e and t he r am.
Dr i v i ng cap must f i t snugl y on t he t op of pi l es and must empl oy a cushi on bl ock t o pr event i mpact damage t o pi l es. The cushi on bl ock may be a sol i d or l ami nat ed sof t wood bl ock wi t h t he gr ai n par al l el t o t he pi l e axi s and encl osed i n a c l ose- f i t t i ng st eel housi ng. The t hi ckness of t he bl ock must be sui t abl e f or t he l engt h of pi l e t o be dr i ven and t he char act er of subsur f ace mat er i al t o be encount er ed. Gener al l y, t hi cker bl ocks ar e r equi r ed f or l onger pi l es and sof t er subsur f ace mat er i al . I f bl ock i s damaged, spl i t , hi ghl y compr essed, char r ed or bur ned, or has become spongy or det er i or at ed, r epl ace wi t h new bl ock. Under no ci r cumst ances wi l l t he use of smal l wood bl ocks, wood chi ps, r ope, or ot her mat er i al per mi t t i ng excessi ve l oss of hammer ener gy be per mi t t ed.
SECTI ON 31 62 19. 13 Page 8
3. 1. 1. 4 Pi l e Col l ar s
Col l ar s or bands f or pr ot ect i ng pi l e but t s agai nst spl i t t i ng, br oomi ng, and ot her damage whi l e bei ng dr i ven must be of an appr oved desi gn.
3. 1. 2 Pi l e I nst al l at i on
I nspect pi l es when del i ver ed and when i n t he l eads i mmedi at el y bef or e dr i v i ng. Cut pi l es at cut of f gr ade wi t h pneumat i c t ool s by sawi ng or ot her appr oved met hod. Wher e cut of f i s bel ow exi st i ng mudl i ne el evat i on, compl et e excavat i on, sheet i ng and dewat er i ng bef or e pi l e i s dr i ven t o cut of f el evat i on.
3. 1. 2. 1 Test Pi l es
Pr ovi de 6 t est pi l es conf or mi ng t o t he same r equi r ement s as speci f i ed f or j ob pi l es. Dr i ve t est pi l es i n t he same manner as speci f i ed f or j ob pi l es. Fur ni sh t est pi l es 5 f eet l onger t han l engt h needed f or j ob pi l es and dr i ve t he addi t i onal dept h, i f di r ect ed. Dr i ve t est pi l es i n l ocat i ons i ndi cat ed or as di r ect ed. Recor d dr i v i ng dat a as speci f i ed i n par agr aph ent i t l ed " Recor ds. " Test pi l es i ndi cat ed or di r ect ed t o be dr i ven i n per manent l ocat i ons may be i ncor por at ed i nt o t he wor k i f t hey ar e appr oved f or i ncl usi on i n t he wor k by t he Cont r act i ng Of f i cer .
For BT- 09, t est pi l es may be omi t t ed i f r equi r ed bear i ng i s achi eved.
I nst al l pi l es but t end down at BT- 09 t o ensur e pr event i on of buoyancy and pi l i ng f ai l ur e.
Test pi l es ar e not r equi r ed f or 6x6 l andwar d post s when t he embedment i s speci f i ed as 6 f t .
3. 1. 2. 2 Dr i v i ng Pi l es
Dr i ve j ob pi l es wi t h same hammer , cushi on, or cap bl ock, and usi ng t he same oper at i ng condi t i ons as t est pi l es. A compl et e and accur at e r ecor d of t he dr i v i ng of pi l es must be compi l ed by t he Cont r act or f or submi ssi on t o t he Cont r act i ng Of f i cer . When dr i v i ng l ong pi l es of hi gh s l ender ness r at i o, speci al pr ecaut i ons must be t aken t o ensur e agai nst over st r essi ng and l eadi ng away f r om a pl umb or t r ue posi t i on. Dur i ng dr i v i ng, pi l e dr i v i ng hammer s must be oper at ed at al l t i mes at t he r at e and condi t i ons r ecommended by t he hammer manuf act ur er . Each pi l e must be dr i ven cont i nuousl y and wi t hout i nt er r upt i on:
a. ( Wat er Pi l es) : t o a dept h bel ow t he mudl i ne equal t o t he hei ght f r om t he mudl i ne t o t he t op of pi l e el evat i on shown;
b. ( Land Post s) : t o a dept h bel ow gr ade equal t o t he hei ght f r om gr ade t o t he t op of post el evat i on shown.
Devi at i on f r om t hi s pr ocedur e wi l l be per mi t t ed onl y i n case t he dr i v i ng i s st opped by causes whi ch r easonabl y coul d not have been ant i c i pat ed.
The cont r ol l i ng penet r at i on per bl ow wi l l be det er mi ned by t he Cont r act i ng Of f i cer . Pi l es must be dr i ven t o t he f ul l penet r at i on r equi r ed wher e pr act i cabl e t o do so wi t hout damage t o t he pi l es. I f f ound i mpr act i cabl e t o dr i ve any pi l e t o t he dept h r equi r ed, such pi l e must be cut of f and abandoned or pul l ed as di r ect ed. Dr i ven pi l es whi ch have a penet r at i on l ess t han speci f i ed and have not been dr i ven t o t he est abl i shed maxi mum penet r at i on per bl ow ar e not sat i sf act or y. Dr i v i ng of pi l es beyond t he poi nt of r ef usal , as i ndi cat ed by excessi ve bondi ng of t he hammer or
SECTI ON 31 62 19. 13 Page 9 ki cki ng of t he pi l e, or a bl ow count of gr eat er t han t wi ce t he bl ow count r equi r ed t o pr oduce t he saf e bear i ng capaci t y must not be at t empt ed.
Pi l es whi ch have upl i f t ed af t er dr i v i ng must be r edr i ven af t er concl usi on of dr i v i ng i n t hat gener al ar ea. The maxi mum per mi ssi bl e penet r at i on per bl ow f or t he l ast 20 bl ows wi l l be est abl i shed by t he Cont r act i ng Of f i cer . When t he penet r at i on per bl ow of any pi l e dur i ng t he f i nal bl ows exceeds t hat per mi t t ed or i t i s f ound t hat a pi l e i s not of suf f i c i ent l engt h t o gi ve t he capaci t y speci f i ed, and t he pi l e has been dr i ven t o i t s f ul l dept h, t he Cont r act or must pul l t he pi l e, f ur ni sh, and dr i ve a l onger pi l e or t ake ot her cor r ect i ve measur es as di r ect ed by t he Cont r act i ng Of f i cer . The use of f ol l ower s or spl i ces must not be per mi t t ed. Af t er dr i v i ng i s compl et ed, al l pi l es must be " headed" or cut of f nor mal at t he cut of f el evat i on. Pi l e heads at cut of f must be sound. Headed t r eat ed pi l es must be t r eat ed wi t h copper napht henat e per AWPA M4. Pi l es dr i ven i n l ocat i ons wher e t hey ar e const ant l y subj ect t o wat er spr ay must be gi ven t hi s t r eat ment i mmedi at el y af t er t hey ar e cut of f and bef or e t he cut of f sur f ace has been wet t ed. Cut of f s must become t he pr oper t y of t he Cont r act or and must be r emoved at hi s expense.
3. 1. 2. 3 Tol er ances i n Dr i v i ng Pi l es
Pi l es must be accur at el y pl aced i n t he cor r ect l ocat i on and al i gnment s bot h l at er al l y and l ongi t udi nal l y and pl umb t o t he ver t i cal l i nes as shown. At cut of f el evat i on, but t s must be wi t hi n 30 i nches l at er al l y of t he l ocat i on i ndi cat ed, except wher e pi l e l ocat i on i s moved due t o UXO.
Mani pul at i on of pi l es i s pr ohi bi t ed. A var i at i on of not mor e t han 0. 25 i nch per f oot of pi l e l engt h f r om t he ver t i cal wi l l be per mi t t ed. The cor r ect r el at i ve posi t i on of gr oup pi l es must be mai nt ai ned by t he use of t empl at es or by ot her appr oved means. I nspect pi l es f or heave. Pi l es must be dr i ven t o t he dept hs as di r ect ed. Redr i ve heaved pi l es t o t he r equi r ed t i p el evat i on. Remove and r epl ace wi t h new pi l es t hose damaged, mi spl aced, dr i ven bel ow t he desi gn cut of f , or dr i ven out of al i gnment , or pr ovi de addi t i onal pi l es, dr i ven as di r ect ed at no addi t i onal cost t o t he Gover nment .
3. 1. 2. 4 Pi l e Dr i v i ng Recor ds
Keep a compl et e and accur at e dr i v i ng r ecor d of each pi l e dr i ven. I ndi cat e pi l e l ocat i on, devi at i ons f r om desi gn l ocat i on, di amet er , or i gi nal l engt h, mudl i ne el evat i on, t i p el evat i on, cut of f el evat i on, penet r at i on i n bl ows per met er f oot f or ent i r e l engt h of penet r at i on f or t est pi l es, penet r at i on i n bl ows per met er f oot f or t he l ast 10 f eet f or j ob pi l es, hammer dat a i ncl udi ng r at e of oper at i on, make, and si ze, and unusual pi l e behavi or or c i r cumst ances exper i enced dur i ng dr i v i ng such as r edr i v i ng, heavi ng, weavi ng, obst r uct i ons, j et t i ng, spuddi ng, and unant i c i pat ed i nt er r upt i ons. Pr epr i nt ed f or ms f or r ecor di ng pi l e dr i v i ng dat a ar e at t ached at t he end of t hi s sect i on. Make pi l e dr i v i ng r ecor ds avai l abl e t o t he Cont r act i ng Of f i cer at t he j ob s i t e, a mi ni mum of 24 hour s af t er each day of pi l e dr i v i ng. I ncl ude i n t he const r uct i on r ecor ds t he wood speci es, pr eser vat i ve t ype, r et ent i on, and pr oducer of i nst al l ed t r eat ed t i mber .
3. 1. 2. 5 Sur vey Dat a
Af t er t he dr i v i ng of each pi l e gr oup i s compl et e and bef or e super i mposed concr et e i s pl aced, pr ovi de t he Cont r act i ng Of f i cer wi t h an As- Dr i ven Pi l e Sur vey showi ng act ual l ocat i on and t op el evat i on of each pi l e. The Cont r act or must not pr oceed wi t h pl aci ng concr et e unt i l t he Cont r act i ng Of f i cer has r evi ewed t he sur vey and ver i f i ed t he saf e l oad f or t he pi l e
SECTI ON 31 62 19. 13 Page 10 gr oup dr i ven. A sur vey must be pr esent ed i n such f or m t hat i t gi ves devi at i on f r om pl an l ocat i on i n t wo per pendi cul ar di r ect i ons and el evat i ons of each pi l e t o near est hal f i nch. Sur vey must be pr epar ed and cer t i f i ed by a l i censed sur veyor or pr of essi onal engi neer .
3. 1. 3 Fr ami ng Tr eat ed Pi l es
Tr eat ed pi l es must not be cut t o per mi t f i t t i ng of st eel f r ames. Pi l es of uni f or m si ze must be sel ect ed f or each bent . Hol es f or dr i f t bol t s i n t he t ops of pi l es must be dr i l l ed t o a dept h of 3 i nches l ess t han t he penet r at i on of dr i f t bol t s i n t he pi l es. Dr i l l hol es f or dr i f t bol t s 1/ 8 i nch smal l er t han bol t di amet er . Dr i l l hol es f or t hr ough bol t s 1/ 16 i nch l ar ger t han di amet er of bol t shank. Dr i l l hol es f or l ag scr ews i n t wo par t s. Make l ead hol e f or shank t he same di amet er as shank. Make l ead hol e f or t he t hr eaded por t i on appr oxi mat el y t wo- t hi r ds of t he shank di amet er . Count er bor e hol es f or bol t heads and washer s as i ndi cat ed.
Hol es dr i l l ed i nt o pi l es must be t r eat ed wi t h copper napht henat e and seal ed wi t h coal - t ar r oof i ng cement i n accor dance wi t h par agr aph ON SI TE APPLI CATI ON OF WOOD PRESERVATI VES and when not used f or bol t s must be t i ght l y c l osed by a t r eat ed pl ug. Hol es must not be dr i l l ed or spi kes must not be dr i ven i nt o pi l es t o suppor t scaf f ol di ng.
3. 1. 4 Fast eni ng
Wher e bol t s ar e used t o f ast en t i mber t o t i mber , or t i mber t o st eel , bol t member s t oget her when t hey ar e i nst al l ed and r et i ght en i mmedi at el y pr i or t o f i nal accept ance of cont r act . Pr ovi de bol t s havi ng suf f i c i ent addi t i onal t hr eadi ng t o pr ovi de at l east 3/ 8 i nch per f oot t hi ckness of t i mber f or f ut ur e r et i ght eni ng. Pr ovi de t i mber connect or s of t ypes i ndi cat ed. I nst al l spl i t - r i ng and shear - pl at e connect or s i n pr e- cut gr ooves of t he di mensi ons as r ecommended by t he manuf act ur er . For ce t oot hed- r i ng and spi ke- gr i d connect or s and cl ampi ng pl at es i nt o t he cont act sur f aces of t i mber s j oi ned by means of pr oper pr essur e t ool s; at j oi nt s, embed connect or s of t hese t ypes si mul t aneousl y and uni f or ml y.
3. 1. 5 Jet t i ng of Pi l es
Wat er j et s may be used i n dr i v i ng onl y when speci f i cal l y aut hor i zed by t he Cont r act i ng Of f i cer .
Jet t i ng equi pment must have not l ess t han t wo r emovabl e or f i xed, wat er or combi nat i on ai r - wat er t ype j et s. Equi pment must be desi gned so t hat t he di schar ge vol ume and pr essur e ar e suf f i c i ent t o f r eel y er ode t he mat er i al under and adj acent t o t he pi l es.
Af t er t he penet r at i on of t he st r at a r equi r i ng j et t i ng has been accompl i shed, t he use of t he j et must be di scont i nued and di r ect hammer dr i v i ng must be r esumed. Jet t i ng equi pment and met hod must be appr oved by t he Cont r act i ng Of f i cer pr i or t o commenci ng j et t i ng oper at i ons.
3. 1. 6 Spuddi ng of Pi l es
Spuddi ng wi l l be per mi t t ed. Di scont i nue dr i v i ng and wi t hdr aw t he spuddi ng mandr el i mmedi at el y af t er passi ng t hr ough t he r esi st ant subst r at e l ayer .
Obt ai n Cont r act i ng Of f i cer ' s appr oval of spuddi ng equi pment , pr i or t o commenci ng spuddi ng oper at i ons.
SECTI ON 31 62 19. 13 Page 11
3. 2 PROTECTI ON
3. 2. 1 Pr ot ect i on of Pi l es
Squar e t he heads and t i ps of pi l es t o t he dr i v i ng axi s. Lat er al l y suppor t pi l es dur i ng dr i v i ng, but do not undul y r est r ai n pi l es f r om r ot at i on i n t he l eads. Wher e pi l e or i ent at i on i s essent i al , t ake pr ecaut i onar y measur es t o mai nt ai n t he or i ent at i on dur i ng dr i v i ng. Handl e, pr ot ect , and f i el d t r eat pi l es i n accor dance wi t h AWPA M4.
3. 2. 1. 1 Damaged Pi l es
Dr i v i ng of pi l es must not subj ect t hem t o damage. Pi l es whi ch ar e damaged, spl i t , br oomed, or br oken by r eason of i nt er nal def ect s or by i mpr oper dr i v i ng bel ow cut of f el evat i on so as t o i mpai r t hem f or t he pur pose i nt ended must be r emoved and r epl aced; a second pi l e may be dr i ven adj acent t her et o at t he Cont r act or ' s expense. Mi nor damaged ar eas of t r eat ed pi l es must be f i el d t r eat ed i n accor dance wi t h AWPA M4.
3. 2. 1. 2 On Si t e Appl i cat i on of Wood Pr eser vat i ves
Al l on s i t e appl i cat i on of wood pr eser vat i ves must be per f or med by t he per son i dent i f i ed i n accor dance wi t h par agr aph PESTI CI DE APPLI CATOR COMPANY SELF- CERTI FI CATI ON. Fi el d appl i cat i on of wood pr eser vat i ves must be made i n accor dance wi t h t he pest i c i de l abel . Al l cut s, hol es and i nj ur i es such as hol es f r om r emoval of spi kes or nai l s whi ch may penet r at e t he t r eat ed zone must be f i el d t r eat ed i n accor dance wi t h AWPA M4.
3. 3 FI ELD QUALI TY CONTROL
3. 3. 1 I nspect i ons
When Gover nment i nspect i ons r esul t i n pr oduct r ej ect i on, t he Cont r act or must pr ompt l y segr egat e and r emove r ej ect ed mat er i al f r om t he pr emi ses.
The Gover nment may al so char ge t he Cont r act or an addi t i onal cost of i nspect i on or t est when pr i or r ej ect i on makes r ei nspect i on or r et est necessar y.
- - End of Sect i on - -
SECTI ON 31 62 19. 13 Page 12
1. SEE SHEET C-001 FOR SHEET INDEX, CIVIL GENERAL
NOTES, LEGENDS, AND ABBREVIATIONS.
2. SEE SHEET C-002 FOR OVERALL SITE INDEX.
3. SEE SHEET C-100 FOR BOMBING RANGE BT-11 OVERALL
PLAN.
4. SENSITIVE FUSED MUNITIONS AND HIGH EXPLOSIVE
ORDINANCE UXO MAY BE PRESENT. A UXO TECHNICIAN
WILL BE REQUIRED TO CONDUCT A SUBSURFACE
SURVEY (I.E. WITH GROUND PENETRATING RADAR OR
OTHER TECHNICALLY ACCEPTED PRACTICE) TO DETECT
THE PRESENCE OF UXO. IF UXO IS LOCATED, THE SIGNS
WILL BE RELOCATED FROM THE POTENTIAL UXO AREA
TO A DISTANCE THAT IS DETERMINED BY THE UXO
TECHNICIAN TO BE SAFE FROM ALL GROUND
DISTURBING ACTIVITY ASSOCIATED WITH PYLON
INSTALLATION.
5. PRIOR TO WORK AT ANY LOCATION, CONTRACTOR MUST
NOTIFY RANGE OPS TO ENSURE THAT PLANNED
CONSTRUCTION ACTIVITIES DO NOT IMPACT RANGE
OPERATIONS.
6. WHEN WORKING ON BT-9 PERIMETER SIGNAGE,
CONTRACTOR IS REQUIRED TO ESTABLISH POSITIVE
COMMS ON MARITIME CHANEL 83A.
7. THERE MAY BE TIMES WHEN CONSTRUCTION WORK
NEEDS TO BE SUSPENDED BASED ON TRAINING
ACTIVITIES.
8. FOR ALL PILE DRIVEN OPEN WATER SIGNS,
CONTRACTOR TO PROVIDE A QUALIFIED MARINE
MAMMAL OBSERVER. JET DRIVEN PILES WILL NOT
REQUIRE OBSERVER.
9. OPEN WATER SIGNS WILL REQUIRE PERMITTING BY
CONTRACTOR.
1. INSTALL NEW OPEN WATER PILING WITH SIGN #1
(DANGER - BOMBING RANGE) AND SIGN #2 (LASER
WARNING).
2. REMOVE EXISTING "DANGER" SIGN AND INSTALL
NEW SIGN #1 (DANGER - BOMBING RANGE) ON
EXISTING PILING. EXISTING SIGN #2 (LASER
WARNING) TO REMAIN.
3. INSTALL NEW SIGN #1 (DANGER - BOMBING RANGE(
ON EXISTING PILING. EXISTING SIGN #2 (LASER
WARNING) TO REMAIN.
4. NO WORK INCLUDED FOR REFERENCE ONLY.
BOMBING RANGE BT-09
SIGN
NUMBER NORTHING EASTING SUMMARY OF WORK
A 43219.6800 228009.6200 NO WORK
B 43185.7000 227996.1300 NO WORK
C 43180.6600 227959.3000 NO WORK
D 43159.4300 227942.8100
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
E 43163.2500 227906.5500 NO WORK
F 43166.0500 227886.6500 NO WORK
G 43144.0400 227867.2400 NO WORK
H 43136.5500 227835.9900
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) AND SIGN
#2 (LASER WARNING) ON NEW
WATER PILING.
I 43120.2800 227825.0100
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) AND SIGN
#2 (LASER WARNING) ON NEW
WATER PILING.
J 43151.7600 227798.7300
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
K 43170.4000 227816.8400
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) AND SIGN
#2 (LASER WARNING) ON NEW
WATER PILING.
L 43181.5100 227844.0100
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
M 43205.6200 227856.5500
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
N 43234.3500 227866.4400
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
O 43259.8700 227870.8600
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
P 43284.9400 227888.1500
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
Q 43277.2100 227910.5400
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
R 43290.7400 227945.6800
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
S 43323.2700 227941.9600
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
T 43358.8400 227944.4800
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
U 43331.1600 227964.1400
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
V 43293.1400 227977.5000
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
W 43263.3000 228001.1900
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
X 43228.6800 228011.4600
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
Y 43229.6800 228012.4600
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
Z 43230.6800 228013.4600
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
AA 43231.6800 228014.4600
INSTALL SIGN #1 (DANGER-
BOMBING RANGE) ON
EXISTING PILING. EXISTING
SIGN #2 TO REMAIN.
BB 43232.6800 228015.4600 NO WORK
CC 43233.6800 228016.4600 NO WORK
DD 43234.6800 228017.4600 NO WORK
AA BBY Z
CC DD
B O
M B
IN
G
R A
N G
E B
T-
12891956
C-403
N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G
C O
M M
AN
D
M
ID
AT
LA
N
TI
C
PR
O
VI
D
E
PR
O H
IB
IT
ED
/R
ES
TR
IC
TE
D S
IG
N
S
AT
R
AN
G E
AN
D
T R
AI
N
IN
G
A R
EA
S
151 Poole Rd. Suite 100 | Leland, NC, 28451
TEL (910) 383-1044 | FAX (910) 383-1045
www.capefearengineering.com
N.C. LICENSE # C-1621
SUPPORT TRA INING
MCAS CHERRY POINT, NC
FINAL - 03-01-2024
7328487
GENERAL SHEET NOTES
SHEET KEYNOTES
7 BOMBING RANGE BT-09 COORDINATE TABLE
1 BOMBING RANGE BT-09
PLAN
NORTH
SCALE: 1" = 500'
SCALE: 1"=500'
250' 500' 1000' 1500'0
4 BOMBING RANGE BT-09
PLAN
NORTH
SCALE: 1" = 500'
SCALE: 1"=500'
250' 500' 1000' 1500'0
3 BOMBING RANGE BT-09
PLAN
NORTH
SCALE: 1" = 500'
SCALE: 1"=500'
250' 500' 1000' 1500'0
C-600 3 3
TYP
TYP
C-600
3 3
TYP
2 BOMBING RANGE BT-09
PLAN
NORTH
SCALE: 1" = 500'
SCALE: 1"=500'
250' 500' 1000' 1500'0
C-600 3 3
TYP
5 BOMBING RANGE BT-09
PLAN
NORTH
SCALE: 1" = 500'
SCALE: 1"=500'
250' 500' 1000' 1500'0
TYP
6 BOMBING RANGE BT-09
PLAN
NORTH
SCALE: 1" = 500'
SCALE: 1"=500'
250' 500' 1000' 1500'0
TYP
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
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 A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
MAXIMO WORK ORDER NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
NAVFAC DRAWING NO.
AutoCAD SHX Text
DES
AutoCAD SHX Text
DRW
AutoCAD SHX Text
SYM
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
DRAWFORM REVISION: 10 MARCH 2009
AutoCAD SHX Text
CHK
AutoCAD SHX Text
SATISFACTORY TO
AutoCAD SHX Text
APPROVED
AutoCAD SHX Text
ACTIVITY
AutoCAD SHX Text
DATE
AutoCAD SHX Text
FOR COMMANDER NAVFAC
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
A/E INFO
AutoCAD SHX Text
OF
AutoCAD SHX Text
EPROJECT NO.:
AutoCAD SHX Text
MTH
AutoCAD SHX Text
ELB
AutoCAD SHX Text
MTH
AutoCAD SHX Text
IPT MARINE CORPS
AutoCAD SHX Text
NAVAL STATION - NORFOLK, VA
AutoCAD SHX Text
PM/DM
AutoCAD SHX Text
BRANCH MANAGER
AutoCAD SHX Text
CHIEF ENG/ARCH
AutoCAD SHX Text
FIRE PROTECTION
AutoCAD SHX Text
UNCLASSIFIED//FOR OFFICIAL USE ONLY
AutoCAD SHX Text
UNCLASSIFIED//FOR OFFICIAL USE ONLY
AutoCAD SHX Text
UNCLASSIFIED//FOR OFFICIAL USE ONLY
AutoCAD SHX Text
UNCLASSIFIED//FOR OFFICIAL USE ONLY
AutoCAD SHX Text
U.S. MARINE CORPS AIR STATION
AutoCAD SHX Text
CHERRY POINT, NORTH CAROLINA
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
RFI 3
AutoCAD SHX Text 7/18/2024 marinoj Snapshot
| AMENDMENT 0005 |
| AMENDMENT 0004 |
| AMENDMENT 0003 |
| Amend Cover |
| Amendment Page 2 |
| RFI 3 RESPONSES |
| CONTINUATION SHEET |
| 31 62 19.13 |
| DIVISION 31 - EARTHWORK |
| TIMBER MARINE PILES AND POSTS |
| PART 1 GENERAL |
| 1.1 REFERENCES |
| 1.2 SUBMITTALS |
| 1.3 DELIVERY, STORAGE, AND HANDLING |
| 1.4 QUALITY ASSURANCE |
| 1.4.1 Preservative Treatment - Timber Marine Piles |
| 1.4.2 SDS and CIS |
| 1.4.3 Delivery Inspection List |
| 1.4.4 Pesticide Applicator Company Self-Certification |
| 1.4.5 Best Management Practices BMPs |
| 1.5 BASIS OF BIDS |
| 1.6 UNIT PRICES |
| 1.6.1 Round Timber Piles, Vertical |
| 1.6.1.1 Payment |
| 1.6.1.2 Measurement |
| 1.6.1.3 Unit of Measure |
| 1.6.2 Test Piles |
| 1.6.2.1 Payment |
| 1.6.2.2 Measurement |
| 1.6.2.3 Unit of Measure |
| 1.6.3 Pile Caps |
| 1.6.3.1 Payment |
| 1.6.3.2 Measurement |
| 1.6.3.3 Unit of Measure |
| 1.6.4 Pulled Piles |
| 1.6.4.1 Payment |
| 1.6.4.2 Measurement |
| 1.6.4.3 Unit of Measure |
| PART 2 PRODUCTS |
| 2.1 MATERIALS |
| 2.1.1 Piles |
| 2.1.2 Preservative Treatment |
| 2.1.3 Field Treatment |
| 2.1.4 Pile Caps |
| 2.1.5 Posts |
| 2.1.6 Hardware |
| 2.1.7 Wire Rope and Fitting |
| 2.2 TESTS, INSPECTIONS, AND VERIFICATIONS |
| 2.2.1 Inspection of Piles |
| 2.2.2 Inspection of the Preservative Treatment Process |
| PART 3 EXECUTION |
| 3.1 INSTALLATION |
| 3.1.1 Pile Driving Equipment |
| 3.1.1.1 Pile Driving Hammers |
| 3.1.1.2 Leads |
| 3.1.1.3 Driving Cap or Helmet and Cushion Block |
| 3.1.1.4 Pile Collars |
| 3.1.2 Pile Installation |
| 3.1.2.1 Test Piles |
| 3.1.2.2 Driving Piles |
| 3.1.2.3 Tolerances in Driving Piles |
| 3.1.2.4 Pile Driving Records |
| 3.1.2.5 Survey Data |
| 3.1.3 Framing Treated Piles |
| 3.1.4 Fastening |
| 3.1.5 Jetting of Piles |
| 3.1.6 Spudding of Piles |
| 3.2 PROTECTION |
| 3.2.1 Protection of Piles |
| 3.2.1.1 Damaged Piles |
| 3.2.1.2 On Site Application of Wood Preservatives |
| 3.3 FIELD QUALITY CONTROL |
| 3.3.1 Inspections |
| 12891956 |
| Sheets and Views |
| C-403 |
File details come from the government source that posted it. Updated .