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Home My WebLink About12042013 PACAB Packet Port and Commerce Advisory Board Regular Meeting of Sew 4 ,h mo,I .� -117.Z_-4-- r 42irts;+4 P i December 4, 2013 Council Chambers noon SEWARD PORT AND COMMERCE ADVISORY BOARD Regular Meeting December 4, 2013 12:00PM COUNCIL CHAMBERS 1. CALL TO ORDER Deborah Altermatt Board Member Term Expires 07/2016 2. PLEDGE OF ALLEGIANCE Daryl Schaefermeyer 3. ROLL CALL Board Member Term Expires 07/2016 4. SPECIAL ORDERS, PRESENTATIONS AND Bruce Jaffa REPORTS Board Member Term Expires 07/2014 A. AKRR Representative- Louis Bencardino Daniel Oliver B. Harbormaster Report—Mack Funk Board Member Term Expires 07/2016 C. Chamber of Commerce Report- Cindy Clock Steve Fink Board Member D. Administration Report- Ron Long Term Expires 07/2014 Bob Linville 5. Citizens' comments on any subject except those items Board Member scheduled for public hearing. [Those who have signed in Term Expires 07/2014 will be given the first opportunity to speak. Time is limited Carl Hughes to 2 minutes per speaker and 30 minutes total time for this Board Member agenda item] Term Expires 07/2014 Jim Hunt 6. Approval of agenda and consent agenda [Approval of City Manager Consent Agenda passes all routine items indicated by asterisk (*). Consent Agenda items are not considered Ron Long separately unless a Board Member so requests. In the Assistant City Manager event of such a request, the item is returned to the Regular Mack Funk Agenda.] Harbor Master Suzi Towsley Executive Liaison City of Seward, Alaska PACAB Agenda December 4, 2013 Page 1 7. INFORMATIONAL ITEMS, REPORTS AND PRESENTATIONS— A. B. 8. UNFINISHED BUSINESS A. Report on North Harbor Public Use Crane Alternatives 9. NEW BUSINESS A. Set the December 18, 2013 PACAB Work session topic as "Continued review of the Small Boat Harbor Development Plan". B. Choose alternate date to reschedule January 1, 2014 PACAB meeting to * C. November 6, 2013 Meeting Minutes. 10. CORRESPONDENCE, INFORMATIONAL ITEMS AND REPORTS (No action required)- 11. BOARD COMMENTS 12. CITIZEN COMMENTS [5 minutes per individual - Each individual has one opportunity to speak.] 13. BOARD AND ADMINSTRATIVE RESPONSE TO CITIZENS'COMMENTS 14. ADJOURNMENT City of Seward, Alaska PACAB Agenda December 4, 2013 Page 2 Alternative 1 I- Dock-Two Cranes Subtotal Item No. Description QTY Cost 1 Contractor Mobilization 1 $ 40.000 2 City Procures 5 Ton Crane 1 $ 90.090 3 City Procures 1.45 Ton Crane 1 $ 35.000 4 Contractor Furnish and install Steel Framing t Install Cranes 2 $ 40.000 5 Contractor Furnish and Install Power to Cranes 1 $ 40.000 6 Contractor Furnish and Install Card Reader System 1 $ 15.000 7 Contractor Furnish and Install bollards 2 $ 15.000 Subtotal $ 275.000 (25X) $ 68.750 $ 343.750 Note: 1.At costs shown are in 2013 USD 2.Estimates are based on 2013 conceptual design Alternative 2 Travel Lift Bulkhead- One 5 Ton Crane Subtotal Item No. Description QTY Cost 1 Contractor Mobilization 1 $ 40.000 2 City Procure 5 Ton Crane 1 $ 90.000 4 Contractor Cast In Place Concrete footing f Install Crane 1 $ 15.000 5 Contractor Furnish and Install Power to Cranes 1 $ 35.000 6 Contractor Furnish and Install Card Reader System 1 $ 10.000 7 Contractor Contractor Furnish and Install Fendering System 1 $ 45.000 8 Contractor Furnish and Install Ladders 2 $ 15.000 9 Contractor Furnish and Install pipe bollards 2 S 5.000 Subtotal $ 255.000 Contingency (25'..) $ 63,750 Project Total s 318.750 Note: 1.All costs shown are in 2013 USD 2.Estimates are based on 2013 conceptual design Alternative 3 Travel Lift Bulkhead- 1.45 Ton Crane Subtotal Item No. Description QTY Cost 1 Contractor Mobilization 1 $ 40,000 2 City Procure 1.45 Ton Crane 1 $ 35,000 4 Contractor Cast In Place Concrete footing/Install Crane 1 $ 15,000 5 Contractor Furnish and Install Power to Crane 1 $ 35,000 6 Contractor Furnish and Install Card Reader System 1 S 10,000 7 Contractor Contractor Furnish and Install Fendering System 1 $ 45,000 8 Contractor Furnish and Install Ladders 2 $ 15,000 9 Contractor Furnish and Install pipe bollards 2 $ 5,000 Subtotal $ 200,000 Contingency (25%) $ 50,000 Project Total $ 250,000 Note: 1. All costs shown are in 2013 USD 2. Estimates are based on 2013 conceptual design Alternative 4 I -Dock-One 5 Ton crane Item No. Description QTY Subtotal Cost 1 Contractor Mobilization 1 $ 40,000 2 City Procures 5 Ton Crane 1 $ 90,000 4 Contractor Furnish and install Steel Framing/Install Cranes 2 $ 40,000 5 Contractor Furnish and Install Power to Crane 1 $ 35,000 6 Contractor Furnish and Install Card Reader System 1 $ 15,000 7 Contractor Furnish and Install bollards 2 $ 15,000 Subtotal $ 235,000 Contingency (25%) $ 58.750 Project Total $ 293,750 Note_ 1_ All costs shown are in 2013 USD 2 Estimates are based on 2013 conceptual design City of Seward, Alaska Port and Commerce Advisory Board Special meeting Minutes November 6, 2013 Volume, Page CALL TO ORDER The October 2,2013 meeting of the Port and Commerce Advisory Board was called to order at 12:06 p.m. by Deborah Altermatt OPENING CEREMONY The group pledged allegiance to the flag. ROLL CALL There were present: Dan Oliver, presiding Carl Hughes Steve Fink Bob Linville Comprising a quorum; and Were excused Deborah Altermatt Daryl Schaefermeyer Bruce Jaffa Also present were: Ron Long,Assistant City Manager Norm Regis, Deputy Harbor Master Christy Terry, AK Railroad Suzi Towsley, Board Liaison Oliver was presiding and asked everyone to be as concise as is reasonable as Fink had an obligation and would leave at 1:00 pm. SPECIAL ORDERS, PRESENTATIONS AND REPORTS 1. Railroad report, By Christy Terry- The Railroad facility had hosted the Music and Art festival in late September. October saw 11 vessels at their dock and one coal vessel. A gangway was being constructed as well. The parking lot was being paved as well. Striping and signage would follow in the spring. Steve Fink asked about a train loaded with large rocks.Terry said she was not sure what that project was but that she would look into it. 2. Harbormaster's Report- Funk, The new pressure washer/wash down pad had been used at SMIC. Harbor Personnel were working on a proposal to make transient fees more flexible. Mold had been found during the Harbor restroom renovation and the project had been halted until proper safety precautions could be put into place.The South Harbor Upland bathrooms had been reopened to help offset the impact to users. The Harbor Tariff had passed Council. The owners of the vessel Gipsy had donated that vessel to the city. 3. Chamber of Commerce Report,- Clock Public Use Crane Preliminary Design Report October _ 13 c i r n A if IIIP'Alk 't �} �ax r w *£ty b,� 4 g t i .»"gy '!? w t r + k.+ •p M 7 fir,^#'.'��'.�' 't A x � ",,'"^" '""** It ' , , ' - 1, Prepared for: City of sew small Boat Harbor 4,4,11‘,,,„c``�jl� Seward, Alaska �,�4;. •...»Lq ! # r ## Prepared by. Moffatt &Nichol # 4{ TI{ ..• �raa*.*r.*.rrrrar.ar•*r•r••.••••.a♦+0, Charles Balzarirti, PE . i*r.saa ******.**•.rr.a.h.w•s•*...4 ♦� ; Charle=s G..rQ�B��a�lz�arini.`x`w,: 884 H Street,Suits 248 Anchorage'AK 99504 hAbt (907j 677-7500 Fax(947)677-7577 880 H Street,Suite 208 `eel Anchorage,AK 99501 (907)677-7500 Fax(907)677-7577 Introduction Public use cranes provide local harbor users with a necessary service: the ability to load and unload their vessels of commercial fishing gear, fish, building supplies, and other items too heavy or unwieldy to load by hand. Public use cranes are found in small boat harbors across the state, particularly in harbors that moor commercial fishing fleets. Public use cranes allow commercial fishermen less restricted access than privately owned cranes. Cranes can also be used by sailboats, charter vessels, and other harbor users for various purposes. The Seward Harbor currently has no public crane access. The local cannery, Seward Fisheries, has a privately owned crane on T-dock which is not available to the general public. Commercial fishermen and others currently park boom trucks on the deck of existing timber piers to load/unload gear and fish. This method works, but it can be awkward and dangerous. In 2012, a fatal accident occurred when a boom truck loading fishing gear tipped, throwing the operator off of T-dock. Permanently mounted public cranes could provide a more stable, user friendly way of loading and unloading the vessels of qualified users. The City of Seward is considering installation of one or two cranes on the existing I-dock and/or the travel lift-dock bulkhead structures. Under direction from the Seward harbormaster, Moffatt & Nichol performed preliminary design calculations, estimated construction costs, and developed preliminary design drawings for each of the alternative sites. Site Photos, crane specifications, and preliminary design drawings can be found in the appendices of this report. Alternative 1- I-Dock I-dock is a timber pier originally built in the 1960's. It was rehabilitated in 2008, but still retains most of the original structural framing. The dock consists of a heavy timber deck over creosote treated timber stringers sitting on large timber pile caps with timber piling. The structure is currently in good condition and has a timber fender pile system, shore power service, lighting, and steel ladders. I-dock is centrally located along the north edge of the harbor basin, directly seaward of the Seward Fisheries building. Access to I-dock on the land site is slightly congested, due to the limited space between the pier and the building. Large vehicles or vehicles with trailers could have difficulty accessing the crane site. It may be desirable to install protective bollards to prevent vehicles from damaging the crane. Moffatt & Nichol analyzed two potential cranes at two different locations on I-dock. A 5 ton crane placed at the south face of the dock and a 1.5 ton crane near the south end of the west face. The existing timber framing of the dock, while in good condition, was not designed to accommodate the loading from either crane. A heavy steel frame constructed of rectangular steel HSS sections is proposed to transfer the forces from the crane into the dock's piling. The steel frame will bolt to the Final-October,2013 -1- City of Seward Public Use Crane Preliminary Design Report 880 H Street,Suite 208 Whig Anchorage,AK 99501 (907)677-7500 Fax(907)677-7577 existing dock framing to create a solid mountin g p oint for each crane. It is not anticipated that additional piling will be required to support the loads from the proposed cranes. Appendix B contains a photo showing a steel hss frame installed to support a crane in a different harbor. The pictured framing is similar to what is proposed for I-dock. Placement of the cranes and preliminary design of the steel framing can be found on sheets S-1 and S-2 of Appendix C-Preliminary Design Drawings. Alternative 2-Travel LifT-dock- Bulkhead The existing travel lift dock and bulkhead were constructed in the northwest corner of the harbor in 2008. The sheet pile bulkhead adjacent to the dock is not equipped with fenders, ladders, or other appurtenances. As an alternative to modifying I-dock, installation of a new 5 ton crane at the bulkhead site was analyzed. The bulkhead offers easy vehicle access, as the upland area is vacant. The bulkhead is located in the northwest corner of the harbor, possibly making maneuvering of larger vessels more difficult. Due to the limited size of the bulkhead, only the installation of a single crane was considered. The proposed crane would be mounted on a new concrete footing capable of resisting the proposed crane's overturning forces. When finalizing exact placement of the crane, interference with an existing light pole should be considered. The installation of the crane on the proposed concrete footing presents an economical solution for installation of the crane itself. A drawback of the bulkhead site is that further development of the bulkhead structure is recommended. Installation of a new fendering system and ladders would facilitate use of the proposed crane. Two steel ladders secured to the face of the bulkhead would allow users to access the crane area from their vessels. A fender system similar to that already installed in the travel lift bay is proposed. The fendering system consists of extruded rubber fenders mounted on a steel frames, then welded or bolted to the face of the bulkhead at a regular interval. Additionally, it is recommended that steel pipe bollards be placed in front of the crane to prevent vehicles from damaging the crane or its controls. Preliminary design drawings for the proposed footing and bulkhead modifications can be found on sheet S-3 of Appendix C- Preliminary Design Drawings. Design Requirements The minimum required lifting capacity desired by the City of Seward, is 10,000 lbs. at 10' for the 5 ton crane and 2,000 lbs. at 10' for the smaller crane. The City provided Moffatt & Nichol with crane specifications from several manufacturers including: Hydra Pro, Seven Stars Industries, North Pacific Crane, and Maximum Performance Hydraulics. Each of the specified cranes is capable of meeting or exceeding the design parameters. For the purpose of preliminary design, the North Pacific Crane MCF530 was used as the 5 ton crane and the Max Performance 1.45 ton MPH 1.45-20F was used for preliminary design purposes at the 1.5 ton crane site. Final-October, 2013 -2- City of Seward Public Use Crane Preliminary Design Report 880 H Street,Suite 208 ®riell Anchorage,AK 99501 I (907)677-7500 Fax(907)677-7577 Record drawings for the existing structures were not available for use during preliminary design. The proposed modifications to the structures have been developed based on the design drawings and site photographs. The structures appear to have been constructed as designed; however, subtle changes made during construction could have an impact on the final design and installation of the proposed modifications. Structural dimensions and details should be field verified prior to final design of the crane support modifications. Card Reader/Access Control It is recommended that a card reader, key pad, or other means of access control be installed to keep under-qualified users from operating the cranes. An access control device would also give the Harbor staff a means of capturing revenue from the cranes. A card reader system capable of wirelessly connecting to Seward's Full Service Marina Software (FSM) is recommended. Companies such as ALX Technologies offer components and software capable of interfacing wirelessly with the FSM software system. Electrical Considerations The existing switch board near I-dock has sufficient capacity to power each of the proposed cranes. The switch board distributes 208VAC 3-phase power. It is recommended that cranes be ordered with electric motors rated for use with the supplied power to avoid the added cost of installing a transformer. A card reader or keypad may be used in addition to the standard crane control box to control power supply to the crane. The proposed power service to the crane sites on I- dock consists of type W cables routed through conduit mounted on the framing beneath the deck of the dock. Approximately 300 If of power cable will be required to power both of the proposed cranes. Installation of a crane at the bulkhead will require a buried power cable running from the switch board near I-dock to the crane site. Approximately 350 If of cable would be required for the bulkhead option. Opinion of Probable Construction Cost The following tables show a breakdown of the costs associated with construction of each of the proposed alternatives. For the purposes of this report, it is assumed that the City of Seward will purchase the crane(s), and hire a contractor to fabricate and install the required support structures, electrical components, and access control system. A 25% contingency is included for each estimate due to the preliminary state of the design. Final-October, 2013 -3- City of Seward Public Use Crane Preliminary Design Report 880 H Street,Suite 208 Anchorage,AK 99501 (907)677-7500 Fax(907)677-7577 Alternative 1 I - Dock Subtotal Item No. Description QTY Cost 1 Contractor Mobilization 1 $ 40,000 2 City Procures 5 Ton Crane 1 $ 90,000 3 City Procures 1.5 Ton Crane 1 $ 35,000 4 Contractor Furnish and install Steel Framing /Install Cranes 2 $ 40,000 5 Contractor Furnish and Install Power to Crane 1 $ 40,000 6 Contractor Furnish and Install Card Reader System 1 $ 15,000 7 Contractor Furnish and Install bollards 2 $ 15,000 Subtotal $ 275,000 (25%) $ 68,750 $ 343,750 Note: 1. All costs shown are in 2013 USD 2. Estimates are based on 2013 conce•tual desi.n Alternative 2 Travel Lift Bulkhead tern Subtotal No. Description QTY Cost 1 Contractor Mobilization 1 $ 40,000 2 City Procure 5 Ton Crane 1 $ 90,000 4 Contractor Cast In Place Concrete footing / Install Crane 1 $ 15,000 5 Contractor Furnish and Install Power to Crane 1 $ 35,000 6 Contractor Furnish and Install Card Reader System 1 $ 10,000 7 Contractor Furnish and Install Fendering System 1 $ 45,000 8 Contractor Furnish and Install Ladders 2 $ 15,000 9 Contractor Furnish and Install •i•e bollards 2 $ 5,000 Subtotal $ 255,000 Contingency (25%) $ 63,750 Project Total $ 318,750 Note: 1. All costs shown are in 2013 USD 2. Estimates are based on 2013 conce•tual desi.n Final-October, 2013 -4- City of Seward Public Use Crane Preliminary Design Report 880 H Street,Suite 208 hig101 Anchorage,AK 99501 (907)677-7500 Fax(907)677-7577 1 i;s;U i ,�^, rai}..,.(,f 'i:;fJ"7 Conclusions Each of the alternative crane sites is capable of supporting the proposed cranes. I-dock offers convenient vessel access, while being separated from areas of the harbor frequented by visitors. The bulkhead offers simplified crane installation, but the site is limited to one crane, and requires the addition of fenders and ladders. From an engineering standpoint there is not a preferred alternative; the preferred alternative should be based upon the preference of the City of Seward, and the future crane users. Final-October, 2013 -5- City of Seward Public Use Crane Preliminary Design Report 880 H Street,Suite 208 Anchorage,AK 99501 (907)677-7500 Fax(907)677-7577 .1l t EG r1;; , rt nrl ,t1 Appendix A Site Photos Final—October, 2013 A-1- City of Seward Public Use Crane Appendix A 880 H Street,Suite 208 hdht Anchorage,AK 99501 (907)677-7500 Fax(907)677-7577 • . y� n 31 I dock, looking southeast towards 5 ton crane site. I dock, looking south towards 5 ton crane site. Final—October, 2013 A-2- City of Seward Public Use Crane Appendix A 880 H Street,Suite 208 � �� Anchorage,AK 99501 (907)677-7500 Fax(907)677-7577 I v:r;r rn ncl co,n r �. wQ�• � � .m'4` :C Y 2 j 1 w' + 's -,�,� s p1 'T rc , • t u. -M� maW 4 v n.I dock, looking north from 1.5 ton crane site. , 1 , 4s t x° '..":;,.,::,,,,,,i,,,,:it,:j.::::i.,' .''''. ' ' .- ci Typical I dock framing. Final—October, 2013 A-3- City of Seward Public Use Crane Appendix A 880 H Street,Suite 208 1144 Anchorage,AK 99501 (907)677-7500 Fax(907)677-7577 .'1 & . ,. h 0! WW;-),,,lltI Cll l O 1 ilk v` 4 1 s 1' S Example of a steel support frame retrofit to a timber pier, similar to proposed modifications to I dock. � � ® — "r... i4- F IV Eli Switch board, adjacent to I dock. Final—October, 2013 A-4- City of Seward Public Use Crane Appendix A 880 H Street,Suite 208 ,ht Ae,AK (907)nchorag 677-7500 Fax 99501(907)677-7577 ,. :u', & n:;:r;0 vn,ri "a�t.'cholcorn ::ilFr- ..,,,.. , '_;;,_,.., ,...-;:i..—.,,,, .,,,r 4. , ' ' r,,.,,, ' t ' ': It � ' 4 is 1{ 1 ••,, - 4a: M x' z,a Looking northeast towards bulkhead crane site. " x+4 } Mfr .: Typical uplands at Bulkhead. Final—October, 2013 A-5- City of Seward Public Use Appendix Crane A 880 H Street,Suite 208 ®Alk® Anchorage,AK 99501 (907)677-7500 Fax(907)677-7577 . c 7 i t .4x t E I h U i ww rno d?t;'''iiol corn Appendix B Crane Specifications Final—October, 2013 -B1- City of Seward Public Use Crane Appendix B North Pacific Crane Company 10734 Lake City Way NE Seattle,WA 98125 Tel:(206)361 7064 Fax:(206)361 7065 www.northpacificcrane.com E-mail:joseph@northpacificcrane.com Q/6397/As/Us/rk Dt. 17th Dec. 2012 Mack Funk Harbormaster City of Seward P.O. Box 167 Seward, Alaska 99664 907.224.4357 Direct 907.224.3138 Office mfunk a(�cityofseward.net www.cityofseward.us Renu Shete Re: MCF530 — Fixed Boom Crane A) Scope of Supply: We are pleased to quote to you our Model MCF530 to meet supplied design requirements for Pedestal Hydraulic rotating crane. The proposed crane meets or exceeds all of the specified requirements and has the following salient characteristics and features: 1) One (1) set of Hydraulic Telescopic boom slewing crane, main winch, wire rope, fall ball with safety latch, crane controls, load chart, load radius indicator, over booming cut out and hoses / fittings. 2) One (1) Built -in mounted Hydraulic Power Pack 20Hp with all accessories. 3) One (1) 20Hp Starter 4) One ( 1) Base Plate Price quoted for the above : $ 75,900.00 (FOB) 1 B) Materials Boom : The boom is of ASTM 572 Gr. 50 Steel Pins : All hinge pins are stainless steel Fasteners : All fasteners are Gr. 8 except 316 stainless steel in non- critical areas up to 1/2" Hoses : Two (2) wire rated at 3000 PSI Sheaves : Nyaltron Bearing : Rotek brand shear ball type Winch : Braden Planetary type Wire Rope : Dypac 6 Cylinder rods : All exposed hydraulic cylinders are chrome Hydraulic Motors : Ross, Danfoss, Von Ruden Hydraulic Pumps : Dennison, Rexroth, Vickers Hydraulic Valves : Parker/ Equivalent Gear Box : Fair field / Equivalent Brake : Mico /Aussco 2 C) Specification Crane Marine Crane Type • Fixed Boom Model No. • MCF530 Type of Drive Electro- Hydraulic Lifting Capacity • 3500 lbs @ 30 ft (As rigged) Working Radius • 30 ft Slewing Sector 360° Continuous with Slew Stops Slew Drive • Heavy Duty Slewing Speed • 0 — 0.8 rpm Luffing Speed • 55 Sec. Hoisting Speed • 55 ft/min Winch Planetary Hydraulic winch Winch Capacity 7/16"- 100 ft of wire rope, Single part rigging Main Boom Hydraulic Cylinder : Marine type w/ chrome rod & built-in safety valve Telescopic Boom Hydraulic Cylinder: Marine type w/ chrome rod & built-in safety valve Pins Stainless steel Operator Control • Pedestal Mounted Pedestal • 30" Diameter 7' Ht. Boom / Pedestal / Turret • ASTM Gr.50 steel Safety devices • Load chart, Load radius Indicator, approved safety latch, Load hold valves. Over Booming cut out. 3 D) ELECTRICAL SYSTEM Motor-Pump Drive a) Power 20Hp b) Enclosure TEFC c) Voltage 460 VAC d) Phase 3 Phase e) Frequency 60 Hz f) RPM 1800 rpm E) Hydraulic Power Unit (Bult-in) The unit is rated at 20 Hp. The motor is flexibly coupled to hydraulic pump mounted on the base plate. Within the power pack all the necessary components in conjunction with the above crane include the following; a) Return Filters b) Pump suction Strainers c) Pressure relief valve d) Flexible hosing e) Pressure Gauge f) 60 gallons reservoir tank The power unit and components have a maximum flow availability of 12 gallons at 2500 psi . A fixed volume pump is fixed to the unit. 4 F) Terms & Conditions a) Payment Terms : To be discussed b) Delivery : 12/14 Weeks upon firm confirmation c) Validity : Price is valid through March 2013 d) Warranty Period : As per our standard terms e) Commissioning : Not included f) Operations Manual : Three (3) Sets g) Exclusion: 1. Supply of any foundation Flanges. 2. Installation and skid foundation of the above equipment on board. 3. Supply of hydraulic oil, lubrication oil. 4. Owner responsibility of the crane welding to the structure. 5 NORTH PACIFIC CRANE COMPANY, LLC LOAD CAPACITY CHART ALASKA MARINE CRANE MODEL MCF-530 LOAD RADIUS BOOM ANGLE LOAD CAPACITY (Ft) (Degrees) (Lbs) 5 82 10,000 10 72 10,000 _ 15 62 7,900 _ 20 50 6,300 25 36 5,200 30 0 3,500 THIS LOAD CAPACITY CHART REFLECTS THE MAXIMUM LIFT CAPACITY OF THE BOOM LIFT CAUTION: CYLINDERS. THE RATED LOAD CAPACITY OF THE CRANE IS DETERMINED BY THE TYPE OF RIGGING USED;THEREFORE, THE MAXIMUM LIFT CAPACITY IS DETERMINED BY THE RIGGING IN USE AT THE TIME. WARNING: NOT FOR PERSONNEL HANDLING. SQUARE BASE PLATE 0 FOR BOLT DOWN 0 0 0 D � p I rr0 ins t—t � 0 0 MAIN BOOM SINGLE HEAVY DUTY SWING DRIVE )N 30'-0" / HYDRAULIC WINCH 07/16" x 100 FT l WIRE ROPE L �� LUFF CYLINDER ' v SWING BEARING (360') ROTOSEAL 3 TON (SINGLI MAINTENANCE ACCESS SI;; CRANE DATA CONTROL 42" MAXIMUM TIPPING MOMENT: 260,000 Ft—Lbs By: VALVES AXIAL LOADING AT MAX MOMENT: 14,000 Lbs J. Roy North Pacii ate : HYDRAULIC MAXIMUM AXIAL LOAD: 21,000 Lbs , ,E 12/17/12 Company, Seattle RESERVOIR MOMENT AT MAX AXIAL LOADING: 176,000 Ft—Lbs 11/28/12 TITLE wrn w. TyDLIT TilTXT A'DX ! ' .�erforma�3� PACIFIC ' draulic winch & hoist sales @pacwinch.com 4220 22"Avenue West Seattle,WA 98199 Tel.(206)352-6869 Fax(206)352-6750 18 December, 2012 City of Seward Attn: Bob Linville RE: Marine Crane Application Bob, Good morning. Please find below the pricing and availability you requested. Note that (after considering the intended users for this crane) I upgraded the winch to the Pulltnaster PL5 (3,100 lbs full drum pull) to allow a full capacity pick without changing to 2-part rigging. The load management system will prevent the larger winch from overloading the crane at longer reach. Qty one (1) each Marine Crane Model MPH1.45-20F: Description 1.45 ton Fixed Boom Marine Crane Maximum Reach 20 feet Capacity Maximum Reach 1,450 lbs Capacity at 15 feet 1,900 lbs Capacity at 12.5 feet 2,300 lbs Capacity at 10 feet 2,900 lbs Winch Capacity Pullmaster PL5 with 4,000 lbs bare drum line pull Rigging .4375 x 120' Dypac 18HSLR anti-rotation wire rope w/fall ball and swivel safety hook Hydraulic Cylinder 17-4PH Stainless steel rod, ductile iron piston/head gland, and safety valve Hinge Pins 17-4PH Stainless steel with integral retainer/anti-rotation plate Slew Drive Heavy-duty sealed worm gear drive,integrated brake mechanism Slewing Angle 360°, non-continuous rotation, adjustable bolt-on stop. Wind speed 20 kts Dynamic design factor 1.33 Design Pressure 2,200 psi pressure drop across crane. Design Flow 8 gpm Control Valve Walvoil SD5/3,pedestal-mounted Pedestal 12.75" diameter x 72" height, 30" square bolt-down mounting plate Boom Material ASTM 572 Coating Process Hot-dip galvanized boom,turret and pedestal Approximate Weight 1,450 lbs Structural: The structural design is carried out by a Professional Mechanical Engineer. - w►W aximu erformc ,lei, _.r ydraulic winch & hoist sales @pacwinch.com 4220 22^"Avenue West Seattle,WA 98199 Tel.(206)352-6869 Fax(206)352-6750 Installation: Crane is sold exclusive of installation. MPH can coordinate with your engineer regarding moment and axial load values for the purpose of foundation design. Documentation: Crane is shipped with load chart, operation and maintenance manual. Price FOB Seattle,WA, USA: $ 23,400.00 Terms: 30% down payment at time of order, balance net 30 days after delivery (on approved credit.) Delivery: Approximately 7-8 weeks ARO Electro-Hydraulic Power Unit Package: Self-contained, unitized, equipped with the following features — Design output of 8.0 gpm @ 2200 psi 10 hp electric motor, 1750 rpm, 3ph, 60hz,TEFC. 480vac motor starter with local on-off control, NEMA4 enclosure Vane-type hydraulic pump, fixed displacement. 25 gallon steel reservoir, baffled,w/anti-corrosion interior coating. 10 micron return filtration,w/filter change indicator and spare elements (3). Reservoir clean-out cover with filler/breather connection. Price FOB Seattle is $ 5,580.00 Electronic Load Management and Anti-Two Block System: Monitors boom angle and weight on hook via wireless sensors. Crane load chart is programmed into the system,preventing overload of the crane. Wireless anti-two block sensor at boom tip prevents fall ball from contacting sheave head. 12 or 24vdc supply voltage. Includes function cut- out solenoid valves (3 each) and connecting cables. Price FOB Seattle is $ 6,295.00 Please contact me if you have any further questions. Thank you for the opportunity to offer this crane, we look forward to working with you on this project. Sincerely, Lance Washburn Maximum Performance Hydraulics 1 i WINCH 4.40111111 Ad //-MAIN BOOM 30" MAI 1 1 I 1 . BASE PLATE GUSSETS PLAN VIEW 20' ANGLE INDICATOR 0 I i 1 .111111110a11.111.1111111.1.1.1.111.111/11 o: a C iiisib 32 BOOM PROFILE VIEW rL nt. 11111 BOOM CYLINDER 360 DEG ROTATING BEARING 8" SHEAVE S ! 111111111111■10), PEDESTAL TUBE 14- 11 1.45 TON CRANE vill......41-wriiiiiel 72" CAPACITY: lo.• 2900 LBS ID 10.0 FOOT RADIUS .1110 : • . « 2300 LBS @ 12.5 FOOT RADIUS 011at*II4 illt A. •1 • . «.._ 1900 LBS @ 15.0 FOOT RADIUS 1450 LBS 10 20.0 FOOT RADIUS MAXIMUM PERFORMANCE HYDRAUUCS MAIN PARTICULARS: 4220 22nd AVENUE WEST PHONE: 206-352-6869 www.mphyd.com A l BASE PLATE MAXIMUM RADIUS: 2O'-O" SEATTLE, WA 98199 FAX: 206-352-6750 MINIMUM RADIUS: 2'-8" OPERATIONAL WEIGHT: 1600 LBS 1.45 TON CRANE MPH1-20F DATE, 09/29/2006 pWG EN:GoICHK BY:Lyi LOWS NO:_ IREV:.... SCALE 1/2"=1'-0" ICOMP FILE: !SHEET, 1 OF 1 3/12/2010 40247 PM 880 H Street,Suite 208 'diti, Anchorage,AK 99501 (907)677-7500 Fax(907)677-7577 Appendix C Preliminary Design Drawings Final.—October, 2013 -C1- City of Seward Public Use Crane Appendix C . _ ".fe;$ -,4�"h ' TIMBER // ,4f.-.';� .. `�.R�' '�� SUPPORT " !- ° ,„ -" r PILING TYP : . >�:„, '-'': '' : 4'41:3.'4';!'!"1";:::',7' O � O O O POROWEPOR SCEAD BLE p^^ ,r � t MOUNTED BENEATH y °H 1 4.DOCK �,,_ � � �� , �, PROPOSED STEEL HSS FRAME a PROPOSED BOLTED TO DOCK � �* 12x12 BULLRAIL CARD READER FRAMING S k & r �' 12x12 CHOCKING ` PROPOSED 5 —� MI 1. a i TON CRANE e yE L„,.. .. ,.,,...;.?...;,..4,,,,,,r f;.. .; . • f":,:::' ," -'-'..,,`,;:A: ii.,;1'4.: ' v t TIMBER FENDER - PILE A i�� "� v 5-TON CRANE PLAN 4'-0' � SCALE.1„N..i o• �� '''",,':\:' m # _� ® SCALE e—` ` x 4 ,r PROPOSED PROPOSED 5 TON CRANE 5 TON CRANE C PLAN 2°' z°' 4 0' o' SCALE:1"=20' IIWAIMMIII STEEL LADDER Q 6x16 II / STRIN Ili, 12x12 CHOCKING V 2 'alli 11!1;:!■►i ►� O ►� S ►i' ►� ►� R_ °— PROPOSED STEEL HSS FRAME TIMBER `14x14 11 SUPPORT PILE CAP — — PILING TYP IIF =-[l \\1 j 6'-9" i TYP 0 •• PROPOSED STEEL HSS FRAME „04 BOLTED TO DOCK FRAMING Ili Num PROPOSED 1.5 TON CRANE • • 4-•- k N E LOCATION 4'-0' °'-0" 4'-0- 8•-0• SCALE:1/4"=1-0" . ��■� 1.5 TON CRANE � A _ 1.5 TON CRANE :/-LIGHT POLE EXISTING 4x12 DECKING STEEL LADDER PROPOSED STEEL HSS FRAME 12x12 CHOCKING BOLTED TO DOCK I • I - FRAMING __ I - PROPOSED STEEL HSS ! I - j,\ FRAME BOLTED TO DOCK 14x14 12x16 FRAMING ' \ I PILE CAP ST - 6x16 STRINGER 14x14 - PILE CAP STRINGER TYP = :4* -vo'gr* HEETPILE ELEv 18 lit40-t*.t pr(7414.?" • PROPOSED BURIED ^-,.1:7*'' ELECTRICAL .4„,„,„ ,„ OARD ; atilit,VA• ' 4 *16" EAPPROX TOP OF ;;,0111111111Ptille4.1h. PROPOSED 711r* il.011. N\--TIE BAC DO 14--ro: HZ 7758 KING PILE STEEL PROPOSED ST 7177:;.4 RE Xu To RB UE BOLLARD PIPE BO 1111 DREFDENDER —\\ 4.0gis! '" PROPOSED 10'x 10 CONCRET E FOOTING TRAVEL LIFT DOCK i • WA =4Polirik MLLW ELEV EXISTING LIGHT POLE : ' . 0 0' PROPOSED FENDER SYSTEM T.7 PROPOSED AZRA0SHEETPILE 5 TON CRANE WALL 4-11:1) MUDL INE ELEV:-12'APP 40 SCALE: WEL LIFT DOCK BULKHEAD 0, LE 20' ' 13 V=20' 120 A sAL SGEECJ4)=91„ON S-3 . 4...1 15SCALE City of Seward, Alaska Port and Commerce Advisory Board Special meeting Minutes November 6, 2013 volume, Page Clock asked the board to review the Seward Economic Plan resolution of support which would be going before Council the following week. A memo of consensus support was agreed upon by present members. Ron Long Agreed to convey the wishes of the board to Council. A Chamber luncheon was taking place on Nov 15th at the Breeze Inn. There would be a breakfast meeting on Wednesday the 13th from 7:30 to 10:30 at the Holiday Inn Express in the Harbor and all board members were invited to attend. The rotary club was continuing work on the lagoon board walk. Bob Linville asked if the fishing industry was represented in the Economic Growth Plan. Clock replied that Commercial fisher folks were very welcome to attend and asked for suggestions of people to invite.The plan was discussed and the changeable nature of the plan was hit upon. 4. Administrative Report- Long Admin is working on revising a new tax policy. Working on the state and federal priority lists which will be headed up by the SMIC development project. The project has been submitted, requesting funding through the Governor's Budget. Different scenarios for potential funding were discussed. A simulation had been run at AVTEC which had proven to be very valuable to the process. Daryl Schaefermeyer joined the meeting. 12:23 APPROVAL OF AGENDA AND CONSENT AGENDA Motion (Fink/Hughes) Approval of Agenda Unanimous approval The Board reviewed the Crane report and generally discussed location and possible costs associated with the different alternatives. The board asked the harbormaster to go to the engineer and request information and alternatives on other scenarios, including a larger and smaller crane on the travel lift north dock bulkhead area. The Board asked Funk to bring the information to the December meeting. Motion (Fink/Linville) To set the November 20,2013 work session topic as `Small Boat Harbor Management Plan revisions'. Motion Passed Unanimously BOARD COMMENTS Linville expressed again his support for the Harbor Crane. Oliver asked Clock to try to bring fishing, both commercial and charter fishing to the table in the new Economic Development plan as it moves forward. Schaefermeyer began a discussion about the Harbor Tower plan that gathered information via small towers in Harbors around the state. The Sea Life center had been responsible for one in the area and he was not sure if the City would be interested in taking over maintenance of it. City of Seward, Alaska Port and Commerce Advisory Board Special meeting Minutes November 6, 2013 Volume, Page The board generally discussed travel plans and availability over the next few months. ADJOURNMENT The meeting was adjourned at 1:20 p.m. Suzi Towsley Deborah Altermatt Executive Liaison Chair (City Seal)