Loading...
HomeMy WebLinkAboutBLD-2021-0708 - COMMERCIAL PORT OF ANACORTES F°1Y r,° CURTIS WHARF CORROSION REPAIRS AND w��� 1T Y O�°t �� �m ITY OF ANACORTES „Ana, CATHODIC PROTECTION SYSTEM - PHASAEpT: .. �COR� ° APPROVED PLANS ANAL O RT E S I, WA REVIEWED FOR CODE COMPLIANCE PERMIT#: BLD-2021-0708 ADDRESS: 116 0 AVE PROJECT #MRT-27B - APPROVED BY: "'(S V s SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT N CANADA U.S.A. BE ALTERED WITHOUT AUTHORIZA ON. �4 /� `� OEW"G,"M No. SHEET TITLE 9 , V PROJECT SITE G1.o COVER SHEET AND SHEET INDEX °qm 1vVa p-• ANACORTES UeMES S1.0 GENERAL NOTES I G PILE & FRAMING PLAN S�aT MOUNT VERNON NGN S1.2 EAST TIMBER WHARF 1 PILE & FRAMING PLAN JUAN OE fUCP .. - ;, (11 �� r-7-- S1.3 EAST TIMBER WHARF 2 PILE & FRAMING PLAN ii ---EVERETT - .c' !l'],..--%' �• Si 4 EAST TIMBER WHARF 3 PILE & FRAMING PLAN -• • ;V6 .--- I y, S2.0 STRUCTURE DETAILS ` . s- ELECTRICAL SYMBOLS, ABBREVIATIONS, GENERAL NOTES, TAG I . ie / ' es� 1.0 LIST, ONE LINE DIAGRAM, & CABLE AND CONDUIT SCHEDULE '' E2.1 SITE AND BUILDING ELECTRICAL PLANS " ,-� : STAGING AREA • i g SEATTLE ! , ! APPROX. 100'x50 �7 r , �� E3.1 PANELBOARD SCHEDULE _ E4.1 ELECTRICAL DETAILS_`r 112� r J � ;p�' L ,1 /./ CP1.1 CATHODIC PROTECTION EQUIPMENT LAYOUT I �•� �r-- I ' j. CP1.2 CATHODIC PROTECTION ONE-LINE DIAGRAM PACIFIC I- ' TACOMA i'/7f OCEAN - • I' I ,2" _ . -;.1 7 I , , ,/-.� CP1.3 CATHODIC PROTECTION DETAILS I `� a a 1I �Xh°� .' CP1.4 BONDING AND NEGATIVE CONNECTION DETAILS OLYMPIA I. I 1 J Ir",,---,lert _ s UP VICINITY MAP �, , — c F "t <� I -- ._ I - . .L, t --; APPROX. LIMITS `- I I f OF WORK AREA /, .1 o a^ i_ a pITAL DATUM: • C I(•-- ELEVATION DATUM FOR THIS PROJECT IS 0.0 FT. MEAN LOWER LOW WATER j ^ ( '.APPROX LOCATION (MLLW) 4 %.i , J;, tiOF FIRE HYDRANT c5 DIGITAL SIGNATURE: C,.`• ,- Fi 'Q' , `I TIDAL DATUM PLANE — ANACORTES, GUEMES CHANNEL, SKAGIT COUNTY (FROM I • an/�/X/7/r///! of / C WASHINGTON DEPARTMENT OF ECOLOGY) /vv[vL Cit�J!(iA1 i Todd Belsick(May 25,2021 15:14 PDT) ;; 7-�, 1 • HIGHEST RECORDED TIDE ESTIMATED (EHW) 11.00 FT. co ' r - `'I 1I I I I I l MEAN HIGHER HIGH WATER (MHHW) 8.20 FT. 3 DIGITAL SIGNATURE: / �'! �' >���° r- �m iy MEAN HIGH WATER (MHW) 7.40 FT. E / 4'r ;� 4x!4 ` ,`,t L+I'6I I MEAN (HALF) TIDE LEVEL (MTL) 5.00 FT. 0 o Tason NewQUIs±P.E. F 14-t• / < 2ND SIP Sit, MEAN SEA LEVEL (MSL) 4.42 FT. a Jason Newquist P.E.(May 25,202114:35 PDT) !+ o- ' , MEAN LOW WATER (MLW) 2.60 FT. j ,.. n .�.,,� 1, %ui,'-::-`_-�°�_-;-c.:,... ,•,_. '- y-'_„• ) >- ; _ MEAN LOWER LOW WATER (MLLW) 0.00 FT. 0 a DIGITAL SIGNATURE: -n-'� y i '"'•-' +*^ ` ^-_a , LOWEST RECORDED TIDE: ESTIMATED (ELW) -4.50 FT. m i CC O ''� O 'Jeremy Halley(May2�15:07 PDT) 0 5 LU o THIS DRAWING SET WAS CREATED AS AN ELECTRONIC D -i DOCUMENT. IF THE ELECTRONIC DOCUMENT DOES NOT cn 5 INCLUDE A VERIFIABLE DIGITAL SIGNATURE IN THE BOX w ABOVE, PLEASE CONTACT THE ENGINEER OF RECORD a FOR THE ORIGINAL CERTIFIED ELECTRONIC DOCUMENT. ao NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: GRD PROJECT NO.:194028.02 o ��Eol s Arvf BF�s ®� A9 — DESIGN: _J.D.O- SCALE;-N/-A — - - °' Ell --- - 17SGhourthAvenueS.,SmteA - � ,,` .., - -----._ - - -._..---- ------- ®� -- -CATHODIC P-RO-T-ECTI-ON-SYS-T-EM---P-HASE 2 --- /' © ® Seattle,Washington 98134 , a�J -- -- - -- �r`/,®�\\ la PORT OF ANACORTES-PROJECT#MRT-27B CHECKED: TWB DATE: MAY 2021 " P:206.624.1387 c• - — - - 'fr SHEET N0. o. ENGINEERS,INC. www.pndengineers.com M%,$, „o V��' \ COVER SHEET AND SHEET INDEX CS %NALE: -- -- �>1, I_.`.. G1 .O o 5�202ri GENERAL NOTES GENERAL STRUCTURAL NOTES THESE NOTES SHALL GOVERN UNLESS NOTED OTHERWISE ON THE DRAWINGS. REFER TO WRITTEN SPECIFICATIONS FOR THESE NOTES SHALL GOVERN UNLESS NOTED OTHERWISE ON THE DRAWINGS. REFER TO WRITTEN SPECIFICATIONS FOR FURTHER REQUIREMENTS AND AMPLIFICATION OF THESE NOTES. FURTHER REQUIREMENTS AND AMPLIFICATION OF THESE NOTES. 1. GENERAL 1. GENERAL A. SITE ADDRESS: PORT OF ANACORTES, 100 COMMERCIAL AVE., ANACORTES, WA 98221. A. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, B. SKAGIT COUNTY ASSESSOR'S PARCEL NUMBER P31510. SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION, WITH CITY OF ANACORTES C. ELEVATIONS ARE IN FEET AND ARE REFERRED TO MEAN LOWER LOW WATER = Q.Q. AMENDMENTS. D. OW" Ggcoy. - "'Y FOR FEDERAL, STATE AND LOCAL ENVIRONMENTAL PERMITS AND CITY OF B. DESIGN LOADING CRITERIA: F c0 CONSTRUCTION PERMITS. ALL OTHER PERMITS WHICH MAY BE REQUIRED SHALL BE DEAD LOAD WEIGHT OF ALL CONSTRUCTION MATERIALS 4 T y 'kj0� THE CONTRACTOR. SEE SPECIFICATIONS FOR PERMITS. E. J1 G1 O ly V SHALL COMPLY WITH INTERNATIONAL BUILDING CODE, 2018 EDITION, WITH LIVE LOAD UNIFORM LOAD = 400 PSF . �`�' n S AMENDMENTS, AND ALL OTHER APPLICABLE CITY, STATE AND FEDERAL CODES, a m C. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL F. WITH ALL PERMITS CONDITIONS. ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. G. 711111114111 ONDITIONS AND DIMENSIONS AT THE PROJECT SITE AND SHALL NOTIFY THE D. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY, PRECAUTIONS AND THE METHODS, TECHNIQUES, S 'S WORK. H. �4co9v O� EH AREODA AGED STARTING DUE WORK. THE CONTRACTOR'S ACTIONS SHALL BE REPAIRED OR E. CONTRACTOR-IINTR�EDDC ANGESURES QSHALLLTBEO PSUBMIITTEDHINE CWRITNG TOR THE OWNER FOR APPROVAL PRIOR TO I. ��FIELIDSe� BE OCCUPIEDEXPENSE DURING SHALL PROG ESS INSPECTED E WORK.COEPTED NTRACTT R THE SHALL MINIMIZE R. FABRICATION OR CONSTRUCTION. 'lit Ll L1.IS OF I S WUKK UN ACTIVITIES ADJACENT TO THE PROJECT SITE. CONTRACTOR SHALL COORDINATE 2, EXISTING CONDITIONS ALL SCHEDULES AND WORK WITH THE OWNER. A. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. ANY J. ALL MATERIAL NOT TO BE RE-USED OR STORED FOR OWNER SHALL BECOME THE PROPERTY OF THE DISCREPANCIES BETWEEN THOSE CONDITIONS AND DIMENSIONS FOUND IN THE FIELD AND THOSE SHOWN ON CONTRACTOR AND SHALL BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF IN AN APPROVED MANNER. THESE DRAWINGS SHALL BE REPORTED TO THE OWNER IN A TIMELY MANNER AND BEFORE WORK PROCEEDS. CONTRACTOR SHALL NOT STORE OR BURN MATERIAL ON SITE. DEBRIS SHALL BE REMOVED DAILY AND SHALL 8. CONTRACTOR SHALL NOT PLACE CONSTRUCTION EQUIPMENT ON DOCKS, PIERS, WHARVES, APRON, OR ANY NOT BE ALLOWED TO ENTER THE WATER. OVER-WATER STRUCTURE WITHOUT HAVING THE CAPACITY OF THE FRAMING CALCULATED BY A REGISTERED K. ALL APPROVED DEVIATIONS FROM THESE PLANS SHALL BE RECORDED ON A SET OF AS-BUILT DRAWINGS, ENGINEER IN THE STATE OF WASHINGTON AND SHOWN TO BE ADEQUATE FOR THE IMPOSED LOADS AND/OR SUBMITTED TO THE OWNER AS THE PROJECT PROGRESSES AND SHALL BE SUMMARIZED ON ONE SET OF SHORING INSTALLED AS INDICATED BY THE STRUCTURAL ANALYSIS. CONTRACTOR SHALL SUBMIT STRUCTURAL AS-BUILT REPRODUCIBLE DRAWINGS PRIOR TO PROJECT COMPLETION AND ACCEPTANCE. ANALYSIS TO THE OWNER FOR REVIEW. L. A COPY OF THESE APPROVED PLANS AND PERMITS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. STRUCTURAL STEEL M. IF AT ANY TIME, AS A RESULT OF PROJECT ACTIVITIES, FISH ARE OBSERVED IN DISTRESS, A FISH KILL A. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE AISC MANUAL OF STEEL OCCURS, OR WATER QUALITY PROBLEMS DEVELOP (INCLUDING EQUIPMENT LEAKS OR SPILLS), IMMEDIATE CONSTRUCTION, LRFD/ASD, CURRENT EDITION. NOTIFICATION SHALL BE MADE TO THE WASHINGTON STATE EMERGENCY AT 1-800-258-5990, AND TO 8. SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BY THE OWNER BEFORE COMMENCING FABRICATION. ALL WASHINGTON DEPARTMENT OF FISH AND WILDLIFE MILITARY DEPARTMENT MANAGEMENT DIVISION AT STEEL ANCHORS, TIES, AND OTHER MEMBERS EMBEDDED IN CONCRETE OR SHALL BE LEFT UNPAINTED. 1-360-902-2206. C. ALL STRUCTURAL STEEL, PIPE AND HARDWARE SHALL BE GALVANIZED PER ASTM A123 OR A153 AFTER FABRICATION UNLESS OTHERWISE NOTED. SHORELINE / SEPA NOTES D. WELDING SHALL CONFORM TO AWS D1.1. ALL WELD MATERIALS SHALL HAVE CHEMISTRY SIMILAR TO THE BASE A. APPROPRIATE BEST MANAGEMENT PRACTICES (BMP'S) SHALL BE EMPLOYED TO MINIMIZE DEBRIS AND METAL AND SHALL HAVE A MINIMUM CHARPY IMPACT OF 20 FOOT-POUNDS AT -20 DEGREES F. WELDERS CONSTRUCTION MATERIAL STORED AND STAGED AT THE CONSTRUCTION SITE. SHALL BE QUALIFIED PER AWS FOR THE TYPE OF WELDING ANTICIPATED. B. APPROPRIATE BMP'S SHALL BE EMPLOYED TO PREVENT DELETERIOUS MATERIAL FROM ENTERING THE AQUATIC E. DAMAGED GALVANIZING, INCLUDING THAT REMOVED FOR WELDING, SHALL BE REPAIRED BY HOT STICK ENVIRONMENT DURING CONSTRUCTION. GALVANIZING WITH ZINC STICKS TO A MINIMUM THICKNESS OF 12 MILS. C. DEBRIS OR TOXIC MATERIAL THAT ENTERS THE WATER DURING CONSTRUCTION SHALL BE CONTAINED, F. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: COLLECTED AND DISPOSED OF AT AN APPROPRIATE UPLAND FACILITY. TYPE OF MEMBER ASTM SPECIFICATION Fy D. ALL CREOSOTE-TREATED TIMBER, PILES, PILE STUBS AND ASSOCIATED EXCAVATED SEDIMENTS SHALL BE WIDE FLANGE SHAPES A992, A993 50 KSI DISPOSED OF IN A LANDFILL WHICH MEETS THE LINER AND LEACHATE STANDARDS OF THE MINIMUM FUNCTIONAL STANDARDS, CHAPTER 173-304 WAC. OTHER SHAPES, PLATES, & RODS A36 36 KSI OTHER REQUIREMENTS OTHER SHAPES & PLATES (GR 50 ON PLANS) A572 (GRADE 50) 50 KSI A. THE CONTRACTOR SHALL CONSULT THE SPECIAL PROVISIONS, AGENCY PERMITS AND THE PLANS FOR STRUCTURAL TUBING (HSS, SQUARE, RECTANGULAR) A500 (GRADE B) 50 KSI INFORMATION ON CONSTRUCTION PHASING, ENVIRONMENTAL REQUIREMENTS AND PROTECTION OF TRAFFIC, AND CONNECTION BOLTS, 3/4" ROUND, UNO ASTM F3125, GRADE A325 THE USE OF THE EXISTING PIER. B. THE CONTRACTOR SHALL PREPARE AND SUBMIT A CONSTRUCTION SCHEDULE FOR REVIEW BY OWNER A MINIMUM ALL THREADED RODS, UNO ASTM-A-572 50 KSI OF TWO WEEKS PRIOR TO START OF CONSTRUCTION. 4. TIMBER MEMBERS C. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS INDICATED IN THE GENERAL NOTES, SPECIFICATIONS AND A. TIMBER MEMBERS SHALL BE STRESS RATED PACIFIC COAST DOUGLAS FIR NO. 1 & BTR WITH A STRESS RATING DRAWINGS. D. SUBSTITUTIONS OF MATERIALS AND DEVIATIONS FROM THE SCOPE OF THE CONSTRUCTION DOCUMENTS ARE NOT (Fb) OF 1,350 PSI. ALL TIMBER MEMBERS SHALL BE ACZA TREATED. PERMITTED UNLESS FORMALLY SUBMITTED AND APPROVED BY THE OWNER IN WRITING, 14 DAYS PRIOR TO B. NEW HOLES FOR BOLTS SHALL BE PROPERLY DRILLED PRIOR TO USE. END SEAL ALL HOLES WITH FABRICATION. PRESERVATIVE. E. ALL WORK SHALL BE COORDINATED SEVEN DAYS IN ADVANCE WITH OWNER AND TERMINAL OPERATIONS. C. DO NOT CUT OR NOTCH EXISTING TIMBER MEMBERS UNLESS APPROVED BY THE OWNER. TERMINAL OPERATIONS SHALL BE ONGOING AND UNINTERRUPTED THROUGHOUT THE COURSE OF CONTRACTOR'S D. TIMBER SURFACES ARE AS FOLLOWS: WORK. TERMINAL OPERATION ACTIVITIES REQUIRING COORDINATION INCLUDE, BUT ARE NOT LIMITED TO, VESSEL A. PILE CAPS, JACK STRINGERS, STRINGERS, AND BLOCKING ARE S2S (TOP & BOTTOM). AND BARGE CALLING SCHEDULE, VESSEL LOADING AND UNLOADING OPERATIONS, AND CARGO TRUCK TRAFFIC B. FENDER PILE CHOCKS ARE S4S. OPERATIONS. CONTRACTOR WORK WILL BE SCHEDULED AT TIMES AND LOCATIONS WHERE THE WORK DOES NOT C. ALL OTHER FRAMING: ROUGH. Q, INTERFERE WITH OWNER TERMINAL OPERATIONS. E. ALL BOLTS THROUGH TIMBER SHALL BE SQUARE OR HEXAGONAL HEAD AND FITTED WITH MALLEABLE IRON -oo F. WORK ACTIVITIES BELOW THE PIER MAY BE PERFORMED DURING VESSEL OPERATIONS AT THE REQUEST OF THE WASHERS EXCEPT AS NOTED OTHERWISE. o CONTRACTOR AND PENDING APPROVAL BY THE OWNER. HOWEVER, ACTIVITIES DURING VESSEL OPERATIONS WILL F. TIMBER PILES SHALL BE STRESS RATED PACIFIC COAST DOUGLAS FIR NO. 1 & BTR. ACZA TREATED. SUBMIT N BE LIMITED TO AREAS THAT DO NOT POSE A SAFETY RISK TO THE CONTRACTOR OR OWNER PERSONNEL OR SHOP DRAWINGS INDICATING PILE DIAMETER AND LENGTH. EQUIPMENT. 5. STORAGE AND HANDLING o G. ACCESS TO THE SITE FOR CONTRACTOR'S MATERIAL AND EQUIPMENT SHALL BE COORDINATED WITH THE OWNER. A. THE CONTRACTOR SHALL HANDLE ALL MATERIAL IN A MANNER THAT PROTECTS THE MATERIAL FROM DAMAGE. cn AVAILABILITY OF ON SITE STAGING AREA IS LIMITED AND SHALL BE COORDINATED WITH OWNER PRIOR TO y CONTRACTOR MOBILIZATION. THE OWNER WILL REJECT DAMAGED OR DETERIORATED MATERIALS INTENDED FOR PROJECT INSTALLATION. 3 H. CONTRACTOR'S EQUIPMENT AND STAGING AREA SHALL BE SECURED AND PROTECTED AT ALL TIMES. OWNER IS §, INSPECTION o NOT RESPONSIBLE FOR DAMAGE TO MATERIALS OR EQUIPMENT, A. THE CRITICAL ELEMENTS REQUIRING SPECIAL INSPECTION BY THE CONTRACTOR, PER IBC CHAPTER 17, ARE AS L. I. CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT REQUIRED FOR TEMPORARY TRAFFIC CONTROL FOLLOWS. AND TO SECURE THE WORK AND STAGING AREAS. TEMPORARY VEHICLE BARRIERS MAY BE REQUIRED. '0 1. PILE INSTALLATION . J. GUEMES CHANNEL IS A TIDALLY INFLUENCED BODY OF WATER. CONTRACTOR SHALL COORDINATE ALL WORK 2. BOLTS INSTALLED IN HEAVY TIMBER ce WITH TIDES AND CURRENTS AS REQUIRED TO ACCOMPLISH THE PROJECT SCOPE. C) B. DURING DEMOLITION AND CONSTRUCTION OWNER, TENANTS, SERVICE PROVIDERS AND PUBLIC GUESTS WILL K. DURING DEMOLITION AND CONSTRUCTION, OWNER, TENANTS, SERVICE PROVIDERS AND PUBLIC GUESTS WILL m OCCUPY CURTIS WHARF, BERTHS AND MOORING FACILITIES. THE PROJECT CONTRACTOR AND SUB-CONTRACTORS OCCUPY CURTIS WHARF, BERTHS AND MOORING FACILITIES. THE PROJECT CONTRACTOR AND SUB CONTRACTORS CC I MUST ACQUAINT THEMSELVES WITH THESE AND OTHER POTENTIAL ENVIRONMENTAL SAFETY CONCERNS RELATING 0 MUST ACQUAINT THEMSELVES WITH THESE AND OTHER POTENTIAL ENVIRONMENTAL SAFETY CONCERNS RELATING o TO WORKING ABOVE WATER, ON WATER, AND IN-WATER AND UNDER WATER. THE CONTRACTORS APPROVED TO WORKING ABOVE WATER, ON WATER, IN-WATER AND UNDER WATER. THE CONTRACTOR'S SAFE WORK PLAN SAFE SAFE WORK PLAN SHALL ADDRESS SUCH CONCERNS INCLUDING VESSEL PROPELLER WASH, BOW AND LL SHALL ADDRESS SUCH CONCERNS INCLUDING VESSEL PROPELLER WASH, BOW AND STERN THRUSTER WASH. IT STERN THRUSTER WASH. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER RELATIVE o IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER RELATIVE TO VESSEL ACTIVITY AND TO VESSEL ACTIVITY AND DISPLAY WARNING SIGNS AND FLASHING LIGHTS WHEN CONSTRUCTION ACTIVITY IS w ¢ DISPLAY WARNING SIGNS AND FLASHING LIGHTS WHEN CONSTRUCTION ACTIVITY IS PRESENT. THE CONTRACTOR PRESENT. U) _ SHALL BECOME ACQUAINTED WITH THE PORT OF ANACORTES WEB SITE: HTTPS:WWW.PORTOFANACORTES.COM/MARINE-TERMINAL/SHIPPING-SCHEDULES/ THE CONTRACTOR SHALL BECOME ACQUAINTED WITH THE PORT OF ANACORTES WEB SITE: a HTTPS:WWW.PORTOFANACORTES.COM/MARINE-TERMINAL/SHIPPING-SCHEDULES/ NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: GRID PROJECT NO.194028.02 3��0ov vu AM BF! C,i' W:1. j 1736 Fourth Avenue S.,Suite A i8°'''� ,'' - ' CATHODIC PROTECTION SYSTEM - PHASE 2 DESIGN: JDO SC N/A WEI © Seattle,�Yashington 98134 f 7),.., PORT OF ANACORTES-PROJECT#MRT-27B CHECKED: TWB DATE: MAY 2021 j P:206.624.1387 i,�''�. - ,;,3�, SHEET NO. o a ENGINEERS,INC. www.pndengineers.com •C' "Ec,srta�° ,_ GENERAL NOTES � ' SI.0 CO c SIONAI ECG .,;,_ i z'; �3 CD p o O./25/202i 4'-1" 6'-4" 6'-0" 6'-3" 6'-2" 6'-1" 6'-0" 6'-2" 6'-4" 5'-8" 6'-3" 6'-1" 6'-0" 6'-1" 5-10" 6'-4" 5'-10" 6'-2" 6'-0" 6'-2" 6'-0" 6'-0" 5'-0" 1 I I I -I r I 1 I' -I r r -1 -_t____,I r I I I -1 1 i 1 I 4____. ___H,,___ __ _," _ __" - t ____ t__ _, ________ _4111,_ 0 ' :,f-- - 0- --0 - ,7J)-- - - - - - --0--_ _-a 1 1 ��QFpRCO E(Oa_ FI_ 2"O I 4 I 2 I F I � L I I F 2"0 m_1 I F F 2"O I F f I M ITCHL NE SE 51.2 N •`•'' C)% 941 .2. i_ET i m4— �4, 891 �� 4"m 4..0 I 1 , qCO '- 6o F1 2 0 1 F 1 I 1 F 1 2 0 IF 1 F 1 J II 1 F I 2 vI I F 1 F I 2 0I F I I I ' NOSEE PILE REPAIR SCHEDULE el' ',FIELD S e� DETAIL 3/52.0. 2. BATHYMETRY SURVEYED BY DI -----t—_ — _ — _ _ H — — — — — — — — — — — — — — — — — — — — — DAVID EVANS AND ASSOCIATES ;;— — t— _a3. REPAIR SCHEDULE BASED ON CONDITION ASSESSMENT 4 4 I I REPORT RECOMMENDATIONS BY OR CONSULTING 2"0 2"0 " 2"0 To ENGNEEERS, INC.2� DATED 1 L I F 1 FI I F I f . 1 F I IF I F 1 1 El 1 F I 1 I F I F 1 1F 1 OCTOBER 10, 2018. 4 0 DO___ f —EH (1)---- 4) — — —1I— — — — — — — — — — — — — — — ::— — — -a 3 " 4' 4"0 ASFH.ALTTO 4 0 2"0 2"0 TOPPING. 2.0 I I I L I F I FI 1 F 1 I I F I IF I F I I LI I F I I FI I F I i F I 2�1 F I LEGEND OUTFAL Stub Piling Repairs REMAINING PILE CAPACITY ® DO t t t_f _ _a , l Q 100% CAPACITY ,, `. 4"0 -t- ht1 ,�4"0 ® 75% MAX CAPACITY 2'0 \ 2"0 I 2"° ® 50% MAX CAPACITY [ F F F F GROUND ELEV. VARIES. F F ] [ F I in 'DFE i IF 2 0 F a •�• I I I 1 CONTRACTOR TO I I I I FiS PROCESSING I I I I • 25% MAX CAPACITY r; VERIFY ELEVATIONS 1 0 j — — — — — — — — — — — — — — — — — — — — — — T 0 TFALL DR41N —I— — — 0%CAPACITY MISSING �i BEFORE ORDERING HSS / .��� il. .. :D —0 :D O 11 — " 4 0 _� PILE/ LOOSE PILE i/ r QS STEEL PILE STUB j%��✓�//i, 4 0 I O $ ���J��/%. F 2 0 F 1 F ~2 0 F �I A 2" F 2"0 F ® REPAIRSED STUB PILE / / I I $j r• �/ I I I I I I 1 I I OUTFACE--I, I f I I [ ] 14" TIMBER PILE CAP O i•i/ A.,/ , ,iG u`#Z,' �j 11 — — — — — — — — — —rB,I1ER — /1 — �fi — — 0—1— •• _ !1 — — °- _ — — — — — 14F — — — — a TYPICAL DOCK FRAMING j ��//�j j �4„0 I 4„0 1 S1 24140N STRINGERS ENTER o' /1 / �j//��iIJJ��/ 2"0 2"0 2„0 F 1 I i i C F B1 14 x 14 PILE CAP 4 � �,,,, /� . ; PILE REPAIR 1 BEAM `" /..� r I 1 I I I I 12 8 0 I D1 = 4 x 12 FLAT DECKING i ���j/���/J/�//���j�� 52.0 _ — — ' , PIPES I I I 1 1 / WITH ASPHALT TOPPING N © .-• ,i i•. `iii �•,i `i/.ui ,i ,i•..�/,i /i.. A— (� .. — e 11 (�- E; .. — Li —_ — — — PER PLAN %/j/i%�i� ��/� r � — — — — — — — — — — — — —IS -- 7 _ 1 — — — — — — — — — 4f = 4"0 SPRINKLER PIPE / / / % % F F F 1 I F F �I F F F MATCHL E SE: S1.4 /��A/,�����A����������������/ v • 'ICE ' P IR 1 1 I I I o ��//j��� �/��/��j��j�/ — — — — — — — — — — 1 �j I _ _ _ _ _ _ b SEE_ _ _ _ S13SHEET .„, O i/�i�i�i/ii/�ii/iJ�/ii�fc�i//iJ/idiii��i/ii�/ii/Oi//iiJ�ie.. ti i �� r — I ` o cl 6 �2 3 , c' 65 ® 67 ® O ® 11 12 13 14 k ® 17 18 ® 20 21 22 23 24 0 2 MI Mr U- P LAN o < FOR REFERENCE. NOTE: TOTAL OF 3 0 2 4 8 12 16 FT. N EAST TIMBER WHARF 2 F 8 PILE STUB REPAIRS INCLUDED ON ` KEY PLAN co THIS SECTION OF DOCK 0 d NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: GIRD PROJECT NO.194028.02 cn °v,,..0, "A0,1 AM BF``P' " CATHODIC PROTECTION SYSTEM - PHASE 2 DESIGN: JDO SCALE: N/A j 1736 Fourth Avenue S.,Suite A ,,c4�"` � q� r o' © © D Seattle,Washington 98134 / - PORT OF ANACORTES-PROJECT#MRT-27B CHECKED: TWB DATE: MAY 2021 P:206.G24.1387 04 / ,-„ok y;: SHEET NO. c, E'N G I N E E R S,INC. u'u�.pndengineers.com �r s i E4. A,�\.'' F._ „$"" I. N c SIGNAL�� �,�49�.,,.. �'3 EAST TIMBER WHARF 2 'o, , 25/2021 PILE AND FRAMING PLAN 1 1/2" TOP PIPE 41111W TYP. _ f I- EXISTING UPPER TIMBER CAP SUPPORT RING low CODE co MtI �� >1 tI1 �) m SPACER RING M_W 'Yk • 3/8I � 0 va c 1111 ��4COR> cti�� 10"0 XS O3 c�.i Q SPACER TO 1 4 �1-4G' I7TOP PIPE > TOP PIPE 1 4 I1-4 -4 0��FIELDSe� CURTIS WHARF TIMBER PILE REPAIR 3/4"t UPPER SEE DETAIL B SCHEDULE SUPPORT RING _I SPACER RING SHEET # PILE # PILE LOCATION REQUIRED REPAIR PIPE PILE S1.3 1 H15 STUB PILE REPAIR o11 IllpmillIllIllmIIIIIIIIPFI S1.3 2 113 STUB PILE REPAIR In S1.3 3 114 STUB PILE REPAIR 2 12"0 XS H DETAIL A O PIPE PILE 00 TOP PIPE 0 3 PILE REPAIR SCHEDULE I — ( 3/8"tx2" WIDE BENT BARSEE DETAIL A 011 ;371117-<0 SPACER RING (SNUG FIT TO TOP PIPE) 111 I FL UPPER 4IW SUPPORT 01L1=1RING O Mil � CONSTRUCTION NOTES: �' 1. INSPECTION OF UNDER WATER WORK SHALL BE PERFORMED VIA DIVER AND LIVE AUDIO-VIDEO COMMUNICATION BY SPECIAL INSPECTION AGENCY, EXISTING MUDLINE I �3 8 I O OR ENGINEER OF RECORD. Please forward 2. PROTECTION OF EXPOSED WOOD. INSTALL ALUMINUM SHEETING SEALED 3/4"t x 20"0 LOWER �� EXCAVATE AS REQ'D 111 PIPE PILE O WITH MASTIC UPON FINAL CUTTING AND SHAPING. SUPPORT PLATE Q 3/8[/ BACK FILL WITH I special inspection 3. UNDER WATER EXCAVATION. REMOVE AND DISPOSE OF EXCAVATED AGENCY APPROVED MATERIALS UPLAND AS REQUIRED BY PERMIT DOCUMENTS. f I I O FISH MIX O4 INSTALL UPPER SUPPORT RING report to City. 4. SHORELINE LATERAL DRIFT. MUD LINE ELEVATIONS MAY VARY DURING THE 3/8 I/ C2 — COURSE OF CONSTRUCTION DUE TO HYDRO DYNAMIC FORCES. 0 WELD UPPER SUPPORT RING TO TOP PIPE CONTRACTOR SHALL EXPECT SEDIMENT MOVEMENTS. -'AY/3\�\///V/7\\ � - 1 /�////\%/�%/r//�//�i/� T�i/�i 5. CONTRACTOR SHALL PREPARE AND SUBMIT AN UNDERWATER WORK PLAN I I / ��� O LOWER TOP PIPE TO BEAR ON PIPE PILE TO INCLUDE ANTICIPATED HAZARDS EXPOSURE AND WORKING CONDITIONS \//�/ I I ��/ A o FOR REVIEW AND APPROVAL. IN E7 REMOVE JACK 6. GROUND ELEVATION VARIES, CONTRACTOR SHALL VERIFY PRIOR TO ORDERING STEEL PIPE. 0 WELD UPPER SUPPORT RING TO PIPE PILE 16"0 STEEL PIPE J CAP STUB I I I DETAIL B II I.Ij ' '/11, EXISTING TIMBER II 1 I II. 3 I PILE STUB 1 11111' 2" WIDE x 3/4"t PLATE a RING, (2) PCS. 0 t`i cn 01 CUT OFF TIMBER PILE BELOW BORER DAMAGE, CD ±6" OF MUDLINE, TYP. CUT FOR FIT i 0ERECT STEEL PILE REPAIR ASSEMBLY TITOTTOP 0 JACK EXISTING TIMBER CAP UPWARD UNTIL TIMBER PILE PIPE o CAP IS DEFLECTED TO LEVEL 0 'o n o Cl t1 ELEVATION UPPER SUPPORT RING o 0 y L.. • STEELSTUB PILE REPAIR o CO a a i ca NO. DATE BY REVISION CURTIS WHARF CORROSION REPAIRS AND DRAWN: GRD PROJECT NO.194028.02 o °�\E° ¢-cs� 1 ""0' .� CATHODIC PROTECTION SYSTEM - PHASE 2 DESIGN: JDO SCALE: N/A 1736 Fourth Avenue S.,Suite A _' ''' c' 1 DATE: MAY 2021 cn oi © ROE Seattle,Washington 98134 / ' J { �.. CHECKED: TWB ,, �` � PORT OF ANACORTES-PROJECT#MRT-27B a P:206.624.1387 ill _, F_A V. SHEET NO. o rn ENGINEERS,INC. www.pndengineers.com C'.a' E„,e STRUCTURAL DETAILS CV C3 �' 52.0 .9 , 5/2021