HomeMy WebLinkAboutBLD-2013-0463 - OVER OR IN WATER STRUCTURE r "S C► City Of Anacortes Permit#: BLD-2013-0463
904 6th Street
t; Issue date: 11/07/2013
P.O.Box 547 Expire date: 05/08/2015
62 Anacortes, WA 98221-0547
�~ (360) 293-1901
y.jc......IN
Job Address: 116 O AVE Permit Type: Commercial Alteration/Repair Permit
ANACORTES WA 98221 Project:
APN:
Remarks: Curtis Wharf Reairs per plans
Owner: PORT OF ANACORTES Contractor:
Address: PO BOX 297 Address:
ANACORTES WA 98221-0297
Phone: (360)293-3134 Phone:
License#:
General Information: Fees:
Building Valuation 15000 Plan Review Deposit 81.66
Building Permit Fee 251.25
Plan Review Fee 49.97
State Building Code Fee 4.50
Total Calculated: 387.38
Deposits/Receipts: 0.00
Total Due: 387.38
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
Si&NXTLJRrOF OWNER ofk AUTHORIZED AGENT ISSUED BY
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Culbertson Marine Lab QC - 13B176 -Compression Test: Cast by Others: Report#35907
CLIENT Cuibertson Marine Construction, Inc. DATE 11/27/2013
PROJECT LOCATION Burlington Lab PERMIT#
Burlington WA 98233
Inspection Information:
Inspection Date: 11,127/2013 Time Onsite: 02:12 PM Weather Conditions:
Inspection Performed: Compression Test:Cast by Others
Field Data (ASTM C-31):
Location of Placement-
Curtis Wharf.Anaeortes
Sample Location: —
Contractor:i('uttrcrlsvn.Maiine FSubcontractnr ( ,_.—_-._.......w__ �. _�__JSupµlier/Plant C_4bt_-Buder
Qty Placed,Cu.Yd.:C" "�—� Slump,Inches(AST vI C-143)or NVIC Ratio:: t Concrete Temp,IF(ASTM C-1064)t
Delivery Ticket Job Spec.Slump:i Amhient'1'tmp °h:
L .._
Truck#. _ Air Content,%(ATSM C-231):�� Min Temp,°F-.
Batch Time -- Job Spec.Air:�� Mav Tctup 'F.
Sample'1'ime:L _
Mix#and Proportions:
Cement Ibs.:i Coarse Agg lbs.: Admixture,oc/cwi:
Flyash,lbs.: Coarse Agg,lbc."_ Admixture,ox./cwt:
Water,gals.: Coarse Ogg,lbs.: € Admixture,oc./c«t:
Fine Ag ,Ibs.:? Coarse Agg lhs.: Admixture,oz./cwt: —F _ - y
Sample Type & Compression Test Results:
Received 12/03/2013 Sample Set 1 of Type of Compression Test; Czncrcte(ASTM C-39)
Lab Tests:
Test Total Sample Coonp.
TM
New Log# Age Date of Test Load Sample Area(Sq. Strength Tested By Break ASTM Type C617- 17 AS C-131 2
(Days) (Lhs.) Dim.(In.) In.) (PSI) 31
�4949 1 29 jit1`25/201-31iI4,R76 ;6.0 3 29.26 5,830 11 Victor Duran ij 5 N ❑ 19
— _
111 25/2013 jl I 8 60 ' �29,26 ':.---S 910 11 Victor Duran ;! = ❑ 9
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REPORTED BY:Victor Duran REVIEWED BY:Victor Duran,Lab Manager
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Culbertson Marine Lab QC - 13B176 -Compression Test: Cast by Others: Report#35908
CLIENT Culbertson Marine Construction,Inc. DATE l 1/27/2013
PROJECT LOCATION Burlington Lab PERMIT#
Burlington WA 98233
Inspection Information:
Inspection Date: 11/27/2013 Time Onsite: 02:16 PM Weather Conditions:
Inspection Perforated Compression Test,Cast by Others
Field Data(ASTM C-31):
Location of Placement: 1---
Curtis Wharf Anacortet
Sample Location-
Contractor:iCulberlson Ma !Subtuntractor:� µ Supplier/Plant:K:NW-Buller
Qty Placed,Cu.Vd.: Slump,Inches(ASTM C-143)or Si'/C Ratio: Concrete Temp,IF(ASTM C-1064):
Delivery Ticket Job Spec.Slump: Ambient Temp,IF:
Track#: Air Content,%(ATSM C-231):� Min Temp,IF:
Batch Time: Job Spec.Air:F-1 Alax Temp,IF:
Sample Time:
Mix#and Proportions:
i
Cement,lbs.: ! Coarse Agg,lbs.: Admixture,oz./cwt: - i
Flynsh,lbs.:F i Coarse Agg,lbs.:( Admixture,oz./cwt:
Water,gals.: Coarse Agg,lbs.:( Admixture,oz./cwt:
Fine Agg,IN.:{ Coarse Agg,lbs.:; Admixture,ozJcwt:
Sample Type & Compression Test Results:
Received 1 2103/20 1 3 Sample Set 2 of 2 Type of Compression Test: '(Concrctc{ASTM C-39)
Lab Tests:
_
Test Total Sample Sample Comp. Break ASTM ASTikt
New Log# Age Date of Test Load Area(Sq. Strength Tested By
(Days) (Lbs.) Dim.(In.) In.) (PSI) Type C G17 C-1231
1 4951 28 12/2512013 17$,724 �6.0 _2R.26 6,320 Victor Duran JF 1
4952 28 12/2512013 1LIn860 6.0 38,26 i ti,290 Victor f l-pan p
REQ'D 4WO
REPORTED BY:Victor Duran REVIEWED BY:Victor Duran,Lab Manager
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SW Rogloa • 211E Black Lott: Blvd.S.W.*Ofywpls, WA 98$12 * Phase 160.114,9777 + Pas 360,534,9179
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Culbertson Marine Lab QC-I3RI76,1112712013,#3S998,Page I of I
PORT OF ANACORTES
CURTIS WHARF RETAINING WALL REPAIR
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Photograph 7- Compacting and rolling first lift of asphalt.
(04 December 2013)
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Photograph 8- Top lift of asphalt installed and compacted.
(04 December 2013)
4
PORT OF ANACORTES
CURTIS WHARF RETAINING WALL REPAIR
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Photograph 5-Top lift concrete complete.
(27 November 2013)
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Photograph 6-First lift of Asphalt over geotextile reinforcing fabric.
(04 December 2013)
3
PORT OF ANACORTES
CURTIS WHARF RETAINING WALL REPAIR
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Photograph 3- Bottom Lift of concrete complete with upper lift rebar showing.
(27 November 2013)
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Photograph 4- Placing upper lift of concrete.
(27 November 2013)
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PORT OF ANACORTES
CURTIS WHARF RETAINING WALL REPAIR
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Photograph 1 - Limits of Excavation.
(27 November 2013)
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Photograph 2-Tie-back bolts and lower layer of rebar.
(27 November 2013)
1
AIRINE
STRUCTURESnNGINEERINGINC.
04e- al Avenue, & Anacortes, =A1 -8621
Fah:'
02 September,2014
Ms.Becky Darden
Part of Anacortes
100 Commercial Ave
Anacortes,WA 98221
Dear Becky:,
This letter is to confirm that the Curtis Wharf Retaining wall project was completed ender my direction
and in accordance vtirith the plans and specifications of'the approved building permit submittal drawings.
A field adjusted variation of the Option 2 repair was performed as shown in the attached sketch.
As you know,the port of Anacortes awarded the retaining wall repair project to Culbertson Marine
Construction of Anacortes in November 2013 and the work was completed in November,and December
2013. Excavation,formwork,tie-back and repar placement and cast-in-place concrete was cc mpleted
on November 26' and 271,2013.. Asphalt paving was completed on December 4,2013.
I reviewed the con#ractorrs material submittals,,and proposed',concrete section. I inspected the tie-rod
and repar installation and was presentfor the concrete and asphalt placement. 1 also observed the
casting of concrete cylinders for strength testing. Please see the attached photographs of the
construction process and the results of the concrete testing. `
Please let me know if you have any questions or need any additional information.
Sincerely,
MARINE STRUCTURES ENGINEERING, INC.
Kelly l_al*ave,F.E. u
President
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PORT OF ANACORTES
CURTIS WHARF RETAINING WALL REPAIR
CITY OF ANACORTES PERM', fi �AzN I PLANS"
PROJECT # MRT = 37 JAPPROVED
OCTOF) ER 201
ADLURESS--.-Z
ARNHOVED gv
GUEMES CHANNEL SUBJEC"T 10 FIELD INSPECTION, OvERSIG�'"
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N OUF OF r I^ �>T INCLUDED,
^___ OUTER HARBOR_LINE
-----------= . -------------------------------
♦� EX STING EXISTING
PIER i PIER 1
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MAIN PORT PIER 2
EXISTING
OFFICEEXISTING
-------------- -------
EXISTING -WAREHOUSE- -- --------------
CURTIS WHARF ' - - `
- EXISTING
PROJECT WARMUSE tD ,
SITE
% 1;0 ! g'1, Ai p EXISTING
2s smdFr SHIPYARD SHEET INDEX
I ; s " t TITLE SHEET AND VICINITY MAP I
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-� I' •�, *� GENERAL AND MATERIALS NOTES 2
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�- !` 1 �h�. _ L!I �- � =. ;`:_ `� "�=i'� EXISTING CONDITION AND OPTION 1 REPAIR SECTION 3
o � - _ -1., PHOTOGRAPHS OF EXISTING RETAINING WALL 4
o - —`:- = 4 1 3, :, �. + '..,. PLANS AND SECTIONS OF OPTION 1 REPAIR . 5
J 1F r � � ' �: ' �=-' �• - - PLANS AND SECTIONS OF OPTION 2 REPAIR. ..... _.. g
3RD STREET
-- �° i '..""'.'.; �. r ,: ,� �;` . x ,t FOR PROPOSALS
Zo 29 OCTOBER 2013
w ���� ��F1 MARINE STRUCTURES ENGINEERING,INC.
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to�O C U R T I S WHARF «00 COMMERCIAL AVE, ,ANACORTES,WA 98221 360KD466L-8627
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o �VICINITY MAP r .n OCT 12,
cV CA TITLE
50 100 150 200 300 FT fs•S7ONALE�G4,o4,.n
RETAINING WALL REPAIR
ry0 TITLE SHEET AND —7—
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1
CONTRACT REQUIREMENTS EXECUTION MATERIALS AND CONSTRUCTION
GENERAL PROJECT SCHEDULE GENERAL
CONTRACTOR SHALL MEET ALL REQUIREMENTS OUTLINED IN THE PORT OF ANACORTES SMALL WORKS PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER A PROJECT ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW AND SHALL CONFORM TO GOOD INDUSTRY
CONTRACT, INCLUDED AS APPENDIX 1, INCLUDING BUT NOT LIMITED TO: WARRANTY, PREVAILING WAGES, SCHEDULE AND PLAN FOR THE WORK. THE SCHEDULE SHALL IDENTIFY THE PROPOSED START DATES AND PRACTICES AND WORKMANSHIP.
BOND, RETAINAGE AND INSURANCE. WITH REGARDS TO INSURANCE, THE PORT HAS DETERMINED THAT THIS DURATION FOR ALL WORK ITEMS TO BE COMPLETED. IF THE CONTRACTOR'S SCHEDULE CHANGES DURING
WORK DOES REQUIRE LONGSHOREMEN AND HARBOR WORKER'S INSURANCE. INFORMATION ON CURRENT THE COURSE OF THE WORK, THE CONTRACTOR SHALL KEEP THE OWNER AND ENGINEER INFORMED AS TO BACKEILL
PREVAILING WAGE RATES CAN BE OBTAINED AT HTTP://WWW.LNI.GOV/TRADESUCENSING/PREVWAGE/. PROGRESS AND ANY CHANGES TO THE SCHEDULE. PROVIDE B FRRR0OMW 0 SITEFI L MA A NS TERI LS WALL BACK I SUFFICT
SATISFACTERIALS ORY BAC BEKFILLAST MD ATERIALS
SOIL ARE NOT
AVLABMATERIALS PROJECT MEETINGS CLASSIFICATION GROUPS GW, GP, GM, SW OR SP OR SM OR A COMBINATION OF THESE GROUPS. ALL
ALL MATERIALS AND CONSTRUCTION SHALL BE AS INDICATED IN THE GENERAL NOTES AND CONTRACT THE CONTRACTOR SHALL ATTEND, AT A MINIMUM, A PRE-CONSTRUCTION MEETING WITH THE OWNER AND BACKFlLL SHALL BE FREE OF ROCK OR GRAVEL OVER 3' IN ANY DIMENSION, DEBRIS, WASTE, FROZEN
DRAWINGS. ENGINEER AND PROGRESS MEETINGS AS REQUIRED TO FACILITATE PROJECT COORDINATION. ADDITIONAL MATERIALS, VEGETATION OR OTHER DELETERIOUS MATTER. ALL REGULAR BACKFlLL SHALL BE A
PROGRESS MEETINGS MAY BE SCHEDULED AT THE PORTS OR CONTRACTOR'S DISCRETION TO FACILITATE NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF GRAVEL AND SAND.
SPECIFICATIONS COORDINATION ITEMS.
IN THE EVENT THAT THERE IS A CONFLICT IN THE CONTRACT INFORMATION, THE FOLLOWING ORDER SHALL COMPACTION OF BACKFlLL
BE USED TO DETERMINE WHICH DOCUMENT PREVAILS NOTIFICATION POINTS ALL BACKFlLL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX(6) INCHES IN LOOSE THICKNESS FOR
1) CONTRACT DOCUMENTS AT A MINIMUM, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE AT THE FOLLOWING COMPACTION BY HAND OPERATED TAMPING EQUIPMENT, PLACE FILL MATERIALS EVENLY ON ALL SIDES OF
2) SCOPE OF WORK POINTS IN THE PROGRESS OF THE WORK, PRIOR TO PROCEEDING FURTHER, TO ALLOW INSPECTION OF THE STRUCTURES TO THE REQUIRED ELEVATIONS.
3) GENERAL NOTES CONTRACTOR'S WORK:
4) LOCAL CODES CAST-IN-PLACE CONCRETE
1) AFTER ENLARGING THE EXISTING SAW-CUT AND COMPLETING PRELIMINARY EXCAVATION. ALL CONCRETE SHALL BE SUPPLIED AND DELIVERED BY A CENTRAL READY-MIX PLANT REGULARLY
MOBILIZATION/DEMOBILIZATION 2) AFTER PREPARING FORMS FOR CAST-IN-PLACE CONCRETE, PRIOR TO PLACING CONCRETE. ENGAGED IN THE PRODUCTION AND DELIVERY OF CONCRETE. CEMENT, AGGREGATE AND WATER SHALL BE
THE COST OF MOBIUZA11ON SHALL BE INCLUDED WITHIN THE BID ITEMS OF THE BID PROPOSAL UNLESS 3) AFTER REMOVAL OF OF CONCRETE FORMS, PRIOR TO PLACING ANY FABRIC OR BACKFlLL PROPORTIONED TO OBTAIN CONCRETE WITH GOOD TE SIZE
OF CONCRETE MIX DESIGN SHALL COMPLY
OTHERWISE INDICATED. MOBILIZATION SHALL INCLUDE ALL WORK AND ALL COST ASSOCIATED WITH 4 AFTER COMPLETION OF BACKFlLL, PRIOR TO ANY ASPHALT PAVING.
WITH ASTM C 33 WITH MAXIMUM COARSE AGGREGATE SIZE OF 3 4 INCH. PORTLAND CEMENT SHALL BE
II ) TYPE II OR ILA AND THE MINIMUM CEMENT CONTENT IS 550 POUNDS PER YARD. THE MAXIMUM
MOBILIZING THE CONTRACTOR'S EQUIPMENT AND MATERIALS TO THE PROJECT SITE, READY TO BEGIN WORK. ALLOWABLE WATER TO CEMENT RATIO IS 0.45. SLUMP IS TO BE 2 TO 4 INCHES. MINIMUM 28 DAY
WHEN THE PROJECT IS COMPLETE, DEMOBILIZATION SHALL INCLUDE ALL WORK AND COST ASSOCIATED WITH STRENGTH IS 4000 PSI. SUBMIT PROPOSED CONCRETE MIX DESIGN TO THE OWNER FOR ENGINEER
j REMOVING ALL EQUIPMENT, DISPOSABLE MATERIALS AND MISCELLANEOUS MATERIALS FROM THE PROJECT SUBMITTALS APPROVAL PRIOR TO USE.
SITE AND LEAVING THE SITE CLEAN AND ORDERLY. THE CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL MATERIALS TO BE INCORPORATED IN THE WORK
AS WELL AS SHOP DRAWINGS FOR ALL FABRICATED MATERIALS FOR APPROVAL BY THE OWNER. CONCRETE PLACEMENT
REGULATIONS CERTIFICATIONS, MANUFACTURERS DATA AND OTHER INFORMATION FOR ALL MATERIALS SHALL BE ALL CAST-IN-PLACE CONCRETE SHALL BE PLACED IN ACCORDANCE WITH GOOD PRACTICES AND IN
THE CONTRACTOR SHALL FULLY COMPLY WITH ALL FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS TO SUBMITTED AND WRITTEN APPROVAL OBTAINED PRIOR TO FABRICATION OR INSTALLATION. ALL MATERIALS CONFORMANCE WITH THE BUILDING CODE PLACE CONCRETE CONTINUOUSLY IN HORIZONTAL LAYERS AS
PROTECT THE PUBLIC AND ITS EMPLOYEES DURING THE PROJECT. SHALL CONFORM TO THE CONTRACT DOCUMENTS, THESE GENERAL NOTES, THE DRAWINGS, GOOD SHOWN IN THE DRAWINGS. NO NEW CONCRETE WILL BE PLACED ON CONCRETE THAT HAS HARDENED
WORKMANSHIP, GENERALLY ACCEPTED INDUSTRY STANDARDS AND MANUFACTURERS WRITTEN ENOUGH TO CAUSE SEAMS OR PLANES OF WEAKNESS WITHOUT APPROVAL OF THE ENGINEER. DEPOSIT
INSTRUCTIONS. SUBMITTALS SHOULD BE SUBMITTED IN BOTH ELECTRONIC AND HARD COPY FORMATS TO CONCRETE TO AVOID SEGREGATION AND CONSOLIDATE IMMEDIATELY AFTER DEPOSITING WITH VIBRATION
THE LICENSES CONTRACTOR SHALL HAVE OR SHALL OBTAIN A CITY OF ANACORTES BUSINESS LICENSE PRIOR TO FACILITATE REVIEW BY THE OWNER. THE FOLLOWING IS A UST OF REQUIRED SUBMITTALS FOR THE
COMMENCING ANY WORK AND SHALL MAINTAIN SUCH LICENSE UNTIL FINAL ACCEPTANCE OF THE WORK BY PROJECT: ACCORDING TO ACI 301.
THE OWNER. 1) CONTRACTOR CONTACT LIST INCLUDING NAMES AND PHONE NUMBERS OF KEY PERSONNEL CONCRETE FINISHING
2) LIST OF SUBCONTRACTORS WITH CONTACT INFORMATION OF KEY PERSONNEL AND UST OF EXTERIOR, TOP FACES OF EXPOSED CONCRETE SHALL BE HARD-TROWELLED. PROTECT FRESHLY FINISHED
PERMITS ALL WORK ITEMS TO BE SUBCONTRACTED. CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR COLD TEMPERATURES.
THE PORT OF ANACORTES SHALL OBTAIN ALL OF THE REQUIRED PROJECT PERMITS. COPIES OF ALL 3) PROJECT SCHEDULE
PERMITS WILL BE PROVIDED TO THE CONTRACTOR ONCE RECEIVED. THE CONTRACTOR SHALL COMPLY WITH 4) SITE SPECIFIC SAFETY PLAN CONCRETE TESTING
ANY AND ALL PERMIT CONDITIONS
5) EXCAVATION PLAN AND ANY TEMPORARY SHORING DETAILS CONTRACTOR SHALL CONTRACT WITH AN INDEPENDENT MATERIALS TESTING COMPANY FOR CONCRETE
WORK HOURS 6) CONCRETE MIX AND REINFORCING AND PLACEMENT PLAN TESTING. A TESTING COMPANY REPRESENTATIVE SHALL BE ONSITE FOR ALL CONCRETE PLACEMENT TO
ALLOWABLE WORK HOURS ARE 7:00 AM TO 7:00 PM, MONDAY THROUGH FRIDAY. WEEKEND, NIGHT AND 7) BACKFlLL MATERIALS AND COMPACTION DETAILS VERIFY THAT THE CONCRETE AND CONCRETE PLACEMENT COMPLIES WITH ACI 301. IN ADDITION,
HOLIDAY WORK SHALL NOT BE PERMITTED UNLESS OTHERWISE APPROVED BY THE PORT. PORT HOLIDAY 8) GEOTEXTILE FABRIC MATERIAL AND INSTALLATION DETAILS STANDARD TEST CYLINDERS SHALL BE TAKEN AND CURED IN ACCORDANCE WITH ACI PROCEDURES BY ACI
CLOSURES WITHIN THE EXPECTED WORK PERIOD INCLUDE 11/11/13, 11/28/13, 11/29/13, 12/24/13. 9) ALL STEEL COMPONENTS, FASTENERS AND GALVANIZING CERTIFIED TESTING PERSONNEL A SLUMP TEST AND FOUR (4) TEST CYLINDERS SHALL BE TAKEN PER
10) TIMBER PLANK, STRINGER AND PILE CAP MATERIALS AND PRESSURE TREATMENT(IF USED) BATCH OF TRUCK DELIVERED CONCRETE. FOR EACH BATCH OF CONCRETE, ONE CYLINDER SHALL BE
12/25/13 AND 1/1/14. 11) OTHER SUBMITTALS AS REQUESTED BY THE OWNER TESTED AT 7-DAYS, TWO CYLINDERS TESTED AT 28-DAYS AND THE REMAINING CYLINDER HELD IN
RESERVE UNLESS NEEDED. A SIGNED CONCRETE PLACEMENT AND TESTING REPORT SHALL BE FURNISHED
TIME OF COMPLETION TO THE ENGINEER WITHIN TWO WEEKS OF THE 28-DAY BREAK TESTS.
THE CONTRACTOR SHALL PROMPTLY COMMENCE WORK UPON RECEIPT OF NOTICE TO PROCEED FROM THE TIMELY SUBMITTALS ARE AN IMPORTANT PART OF THE WORK. NO MATERIALS SHALL BE FABRICATED OR
PORT AND SHALL COMPLETE THE WORK WITHIN THIRTY(30) CALENDAR DAYS. SITE WORK PERFORMED UNTIL ALL OF THE RELEVANT SUBMITTALS HAVE BEEN SUBMITTED AND APPROVED. MILD STEEL
REQUESTS FOR INFORMATION ALL STRUCTURAL STEEL PIPE, ANGLES AND PLATES SHALL CONFORM TO ASTM A-36 AND SHALL BE HOT
DIP GALVANIZED AFTER FABRICATION. TOUCH UP OR REPAIR OF GALVANIZING SHALL BE
REQUESTS FOR ADDITIONAL INFORMATION FORMS(RFI'S) FROM THE OWNER OR CONTRACTOR SEEKING DONE USING A HOT STICK PROCESS IN ACCORDANCE WITH ASTM A780.
INFORMATION FROM EACH OTHER DURING CONSTRUCTION SHALL BE USED, WHEN THE NEED FOR
ADDITIONAL INFORMATION OR CLARIFICATION OF THE CONTRACT DOCUMENTS IS NEEDED. A STANDARD RFl FASTENERS
FORM WILL BE PROVIDED BY THE OWNER FOR THE CONTRACTOR'S USE AND SHOULD BE SUBMITTED IN BOLTS, NUTS AND THROUGH RODS SHALL BE ASTM A-307 MILD STEEL AND HOT DIPPED GALVANIZED IN
ELECTRONIC FORMAT TO EXPEDITE REVIEW AND RESPONSE. ACCORDANCE WITH ASTM A-153. ALL WASHERS BEARING AGAINST WOOD SURFACES SHALL BE
GALVANIZED PLATE WASHERS UNLESS OTHERWISE SPECIFIED IN DRAWINGS.
SITE PROTECTION
THE CONTRACTOR SHALL USE APPROPRIATE MEASURES TO PROTECT THE EXISTING FACILITIES AND TIMBER MEMBERS
INFRASTRUCTURE FOR THE DURATION OF WORK INCLUDING THE UNDER-DOCK FIRE SPRINKLER SYSTEM REPLACEMENT TIMBER PLANKS AND PILE CAPS(IF USED) SHALL BE THE SIZE TO MATCH THE EXISTING
AND PIPING. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY AND ALL ITEMS DAMAGED BY THE PLANK OR PILE CAP AND SHALL BE#2(OR BETTER) DOUGLAS-FIR, PRESSURE TREATED WITH ACZA TO
CONTRACTOR'S ACTIVITIES. THE CONTRACTOR SHALL DEPLOY AND MAINTAIN CONTAINMENT METHODS TO 0.6 PSF OR OWNER APPROVED ALTERNATE. ALL PRESSURE TREATING AND AIR DRYING SHALL BE
ENSURE THAT DEBRIS AND CONSTRUCTION MATERIALS ARE PREVENTED FROM ENTERING THE WATER PERFORMED USING BEST MANAGEMENT PRACTICES AND ALL FIELD CUT ENDS OR FABRICATIONS SHALL BE
DURING THE WORK. FIELD REPAIRED WITH TWO HEAVY COATS OF PRESERVATIVE PER AWPA STANDARD M4.
SITE ACCESS OTHER MATERIALS
O
THE PROJECT SITE IS PART OF A VERY BUSY, ACTIVE FACILITY WITH MARINE TERMINAL OPERATIONS ALL MATERIALS NOT SPECIFICALLY LISTED OR ANY ALTERNATE MATERIALS BEING PROPOSED BY THE
O SURROUNDING THE WORK AREA. CONTRACTOR SHALL NOT IMPACT THESE OPERATIONS AND MUST PPR VA PRIOR TO INCORPORATION INTO THE
CONTRACTOR SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL C
Z COORDINATE THE WORK APPROPRIATELY TO ENSURE CONTINUED, ON GOING PORT AND TENANT PROJECT.
OPERATIONS, BOTH UPLAND AND WATER-SIDE.
(L
J CONTRACTOR STAGING AND SECURITY
Q AN AREA ADJACENT TO CURTIS WHARF WILL BE MADE AVAILABLE FOR CONTRACTOR STAGING IF
Z REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR FENCING/SECURING THE STAGING AND WORK
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