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HomeMy WebLinkAboutCOR-1993-Fire Protection - C APEX Sezvlces Design, Inspection and TOM C!M for Power, Petrochemical,Paper and Process Control Industries APEX Seruicesr°AquaTec of Washington, Inc FAX COVER SHEET Wed Mau 03 1993 9:85 pm To: City of Anacortes Fire Marshall Attn: Dan Har,ju Fa.x W: 17002931933 From: Robert Marmadake Fax tit: 206-738-4356 Uoice Ill 2066-738-0854 Fax: 4 pages and a couer page. Mote: HE: Shannon Point Facility Reconstruction. Need your attendance at a meeting today at 1:30 PM with Tom Durkan and Tony i.ouerick to discuss fire hydrant layout at the site. RSUP. APEX Seruices/AquaTec of @Jae rngton, Inc tied Mou a 993 9:05 pm Page 1 of 4 c APED Services November 4, 1993 - URGENT - Fire Marsbali Dan Baru City of Anacortes 1011- 12th Street Anacortes,WA 99221 FAX 293-1933 RE: Shannon Point Facility Reconstruction Fire Requirements Dear Dan: i'in attaching a site plan, elevations and floor plan for the proposed reconstruction. As I read the code, a B-4 structure can be up to 12,000 SF(UBC 504)as an unrated structure,and with 20' clearance around it (oldy building on site), that area can double (UBC 506) to 24,000 SF, Tom Durkan is looking at two separated structures (site plan & elevations) of 3600 SF and 21,600 SF respectively,or one combined structure,with a limited second floor of 7200 SF for the balance of 24,000 Si We plan to make the structure(s) type V.N non-sprinklered under the BC allowable. We've also had City Water fire-flow hydrants, and they report 4350 Spin a 20 psi up on Oakes & Illinois, and 2030 gpm a 20 psi down on the old cannery site. f understand there's already been discussion of replacing that 6"AC line with an 8'lined-DI(PVC?)dead-end with may've another hydrant to the east, or else a 6" (PVC!) loop through the site and Loverick's yard, rhea back up to Oakes. The Shatrum Point project will require a (very) East-track permitting process. We've got the environmental permits in, and less than 100 days to complete plan documents, and compiete pile driving before the Match 15th cutoff. One of the first things we need to discuss, in light of the fire, is: 1)Allowable floor plan, two separate or one combined structure,non-rated vs. sprinklering; 2)Allowable grade and ranting radius on the entry road(we're really limited to what's out there); 3)What kind of piping, hydrant system and fire now required by City Fire, including the piers; I've set up a meeting with Tom Durkan and Tony l overick for Thursday afternoon @ 1:30 PM(today). I realize this is short notice,but lope you could attend after reviewing the preliminary plan. I appreciate any help you can give us in selecting design options which are prequalifted with City Fire- If I can answer any of your design questions this AM before 10, please give the a call. Regards, Apex Servic Bob Marmaduke PE attach: site plan, elevations, floor plan APEX Services • 1225 E. Sunset#594 Bellingham,WA 98226+ (206)73"854 L APEX Serulces/AquaTec of Wa( gton Inc Wed Mau 1993 9:05 gam page 2 of 4 I of z 452.a' OUTER HARBOUR UNE % o 7 t, q,� V U Ei•�Jl✓l,eEq�:]�v NEL E fl "®.®' F R OUTR P(E r a 5 mn r n ' a -- - . ¢ a r F n 9 _0' INNER PIER _ _' ..... _96,iD' INNER PIER -_ 26 x 2D'. '---,-. m GO10 I. (BURNER¢ CANNWY POCK `aoxru>smway I. i - •� __ -320 Q �ARGWAL 136CR 122 �UILI®ES4G� lJ ' I ! 1 ! Il ;Illl Y I1Il � IIIIII._f_�_�1f9I1i11Li LN S IL _ 4 rr •. O m TN SHANNON POINT FACILITY aaonaaT EMERGENCY RECONSTRUCTION PLAN Iw es°ye•arwl I APEX Ser®lces/AcluaTec of Waf-",ugton, Inc Weed Nou Fk,11393 9:05 pm Page 3 of 4 c. ' '="r43 On FT i i NORTH ELEVATION I WEST ELEVATION SOUTH ELEVATION �I w I EAST ELEVATION j SHANNON POINT FACILITY EMERGENCY RECONSTRUCTION ELEVATIONS coPRNilR APEX SEH M M OW ww wM WT BE V�PWCVIfLCO w9figlR WEYfPN PCtWB9iON Ra.. MTE aM1 my OF9C.Am" ELEVATIONS e _— -_ BC.VE MTE Oww CKD eoE rn dMi Pq HEV N?woTm 'am. asw waw >ap�azm C-s.aw n p_ APEX rw-ic S T.WNG WASNINOTON I. 44 E SHANNON RECOPOINT FACIL IUN pwirerw��mvm WA 91WNNON POINT FACILITY I. Raa75s9"�Es AnacPfts. WA APEX Serai.cemeAquaTec of Mashie' 40V @3 i 13-- ' FM Page 4 of 4 � a z g $ °SZ Y g 85 m LU an U am LL v `� h � u 3g 0 w �M m qa � x F:f 0 H i::E _ LL 0 m LL LU d a W :3 T �3 p� Q E O � � m to iF it9 w J K u U am�vaes'S.mweso o LA4 'J v �A 7�1 I � Uj a ._.. w LL LU Oc Itv LL m I f � ,r s � �09 --►k 4 Q 0 0 O 20'-0"(�) O 0 0 TYPICAL SEAWALL SECTION @ HP12 TYPICAL HP 12 x 53 8'-0" i r < + i i i T.O.S. EL.+105.6' TYPICAL TYPICAL' (C.OA) SHORING ACCESS LADDER HP 10 x 57 (TO REMAIN) @ WEST END T.O.S EL- +99.6' i � (C.OA.) ! 5000 psi REINFORCED +14.0' CONCRETE BACKFILL (SEE CORNER DETAIL} w/#5 HOOKED DOWELS C LP. CONCRETE t�24" e.w. (3" clear)w/ MHWL ©FFS�T 4'!0" SACKOLL _ 8 0' #&(H)&#5 M C�S" o.c. r comer detail) FROM SE/jWALI i $ --'� .-- ---------- { ----------- ------ -- (see unit ser '2 1 STEEL H-PILES, 4"xTIMBERLAGGING, INNER ' ARBOR LINE "^_ +�---�' `� -�i (removet.mbe sNG T T r P. DEMOLISH 3' n 1t after pour) IN SEAWALL SLOTS @ HP12's ._.__.. _ _ __.___ _ -_-_._- '..n . MLLW 6"26' 13"CCW SEAWALL 44 FROM INNER _ --- -- --- - - ------- - HARBOR LINE ------ --- - ------TYPICAL -- -1.0 - ) ' EXCAVATE TO SEAWALL PLAN HP 10 x 57 2.5'(MLLW) if------ -------T.O.S. Ell+99.6' PROJECT (C.O.A.) (N 19- 16'001 0 10 20 40 ---------------- ----�------ DEMOLISH T SLOT CORNER DETAIL TO EL. 101.6', 8 PUS T.O.S. EL. 105.6' - - - - - - -_ ----- - - - - --- - - -- - -- - - ----------- _ T.O.S. EL. 99.6` - , ---- 318"SKIP (6"- 12-) KEY EL. 87.9'+/- - -- z -- -- - -- - -- - - - -- °s' - - - _ s>. ;L 6 x 6 x 318 EL. 74.6' +/ - - -- - -- -- -- -- - - - -- - -- -- -- -- - -- -- x12' TYPICAL EL. 65.6'+J- - --------------------------- ------- ------ ------- ------ ------- ------- ------ ------------- ----- HP12 HP12 HP12 HP12 HP12 HP12 HP12 HP12 SEAWALL ELEVATION GENERAL NOTES 0 10 20 40 1. Contractor shall verify all locations, elevations and embedment 5. Timber lagging to be#2 HF-L to AWPA spec.,and shall be removed 9. Use of motorized equipment shall not be permitted on the beach 14. Project activities shall be conducted to minimize siltation of depths shown on the plan drawings and notify Engineer immediately only after concrete has cured(5)five days from completion of last pour, within State tidelands(north of Inner Harbor Line)shown on plan. beach areas and seafloor.All trenches,depressions or holes Of any,discrepancy prior to actual construction. created in the intertidal area shall be backfilled prior to 6. Concrete shall be 6-sack pozzolar-additive sulfate-resistant hard 10. Installation of H-pile supports,timber lagging and concrete backfill inundation by tidal waters. 2 Contractor to constantly monitor position of seawall monuments rock ooncrete,with a maximum water-cement ratio of 0.45. Contractor shall be accomplished from the landward side of the existing concrete during pile driving and concrete backflll, and immediately cease shall submit mix design and aggregate certification to Engineer for bulkhead or from a barge, Under no circumstances shalt any barge 15.Prior to start of on-site work, and in the event of a fish kill,the operations if progressive outward movement is detected in seawall, review at least(7)seven days prior to concrete pour. used for project construction be permitted to ground out on the beach. Contractor shall notify WDF Habitat Management Division Brian - 3.Reinforcing boric be new Gd 60 steel deformed her. Contractor 7. Maximum height of any concrete lift shall be Z per hour.Where cold11. Contractor to submit shoring access ladder design to Engineer for Williams at(206)428-1053 for inspection. she submit mill heat information and cut sheet plans to Engineer joints occur,the Contractor shall manually roughen surface of the review and hot-dip galvanize (west)access ladder(to rennin). 16, An oil boom shall be deployed during all active construction for review at least(3)three days prior to actual fabrication. exposed concrete.After tidai inundation, all concrete, lagging, H-Pile operations. Debris,forth lagging or other deleterious material and rebar shall be thoroughly rinsed with minimum 85 psi fresh water 12. Seafloor material waterward of the bulkhead footing excavation resulting from construction shall be removed from beach area and 4. HP12's to be new steel,pickled 8 hot-dip galvanized full using orl4te hydrant and City meter shall not be dredged or utilized for project construction or fill. project site and shall not be allowed to enter waters of the State. length. HP10's to be new or surplus steel,sandblasted to SPSS 5, 2-mil IC531 or Carbozinc 11 zinc4licate primed full length 8 8. Concrete backfill shall be poured at law tide when the area is 13.Footing(key)excavation for the new concrete bulkhead face shall 17.The Contractor shall be required to piece 5 CY(-8 TONS)of 8"- 16-mil coal-tar epoxy coated,less botmm 10'.Contractor shall naturally dewatered and pour shall cease before forms come in contact be accomplished with hand tools only.Excavated materials shall not 12"non-friable cobble material over an area of 132 square feet submit mill heat information and cut sheet plans to Engineer for with marine waters. Forms for concrete backfill shall be lined with be stockpiled within State Tidelands and must be disposed of on land. between -8'and-10'MLLW beginning at the eastern comer of the review at least(3)three days prior to actual fabrication. plastic sheeting and made water-and cement-fight to prevent wet seawall and extending westerly,approximately 22'x V.Under no concrete from leaching into marine waters. circumstances are cobbles to be placed within the area between the face of seawall and-8.0' MLLW. Survey by NW Drafting and Design Consultants, Everson, WA(True North) COPYRIGHT 1994 APEX SERVICES. DRAWING MAY NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION MONUMENTS (see note) SURVEY CONTROL REV. DATE DWN CKD DESCRIPTION SEAWALL RETROFIT PLAN N10649.0031 N10694.32 N10720.51 rr, of �1 E10342.8164 HP12 cL's.86 El0427.74 E10482.14 3 . e CMS"' �G E DATE DWN CKD JOB No DWG NO REV EL. 104.10 N10676 N10703.05 N10729.24 AS NOTED 2J01194 RAM RAM SPS10263 C - 0.0 N10735.0020 O El0391.47 O El0445.87 El0500.28 a SAMSUNG WASHINGTON El0521.4808 N10665.52 N10711.78 N10737.97 E4tBrrs APEX Services EL. 104A5 E70409.60 O Et0464.01 O E10518.42 z �� SHANNON POINT FACILITY ellinggham, WA RECONSTRUCTION PROJECT NOTE: VERIFY - SEAWALL (MONUMENTS)MAY BE OVERTURNING 5) O6)738- 0854 Anacortes, WA lin 0\ wc� P 280' I . �— 22' 70' 140 111 40' ►i: 30' ICE ICE MACHINE HOUSE MOLDING HOLDING HOLDING HOLDING HOLDING ELDNG HOLDING KK TANK ` (roll-up door) (roll-up door) HOLDING FREEZER HEADER SCALE LOADER -- '- ( 4,900 SF ) SALMON LINE ___ ,y ,y FILLETING LINE TOTE TOTE f -H20 ; TOTE ❑ Q o 0 o a TRUCK DOCK �� ^ TOTES PACKING $ LINE PROCESSING e ---- ---- -- - - ---- ---� «. .� (14,700 SF ) TOTE: O QI '------ I ' -•—err � � BLAST BLAST BUST BLAST FREEZER FREEZER FREEZER FREEZER o g ROOM ROOM .......... :: f ; NNE S SHIFT GEAR RETORT JANITOR '' --' ; COMP El PLANT Q I❑ ❑I `` ENGINEER PLATE PLATE PLATE W r--- ---- ---- ---- ---- -- - '- --- ---- --' ---- r---;r—_;r- FREEZER FREEZER FREEZER ROOM ROOM El [ LOBBY K�1x`J ; M • BOILER STAG — — — — -T O SPRINKLER/ ENTRY BLOWER ROOM O _... ._ . ._ N I I 1 � COMPRESSORI- 130' L1_ _ d ROOM 60' - 40' 30' I: I; LIGHT: STORAGE IGHT; EMANAGER'S BOOKKEEPER'S SALES& (100 PSF)OFFICE OFFICE PURCHASING OFFICE - - - - - - - - - - - - - SCHEMATIC FLOOR PLANS SCALE: 1/8 MEZZANINE RECEPTION N OFFICES COPY( 4,200 SF SECRETARY 4,900 SF FAX W ALCOVE CEILING — - - - — — — — — — — — — — — — — — - � B li li Li LUNCH ROOM W II li I• 11 C BOILER I. I� M PRr, p STACK ' 111ARY COPYRIGHT APEX SERVICES, 1993. DRAWING MAY NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION /� - Scale REV. DATE OWN CKD DESCRIPTION PROCESSING BUILDING FLOOR PLANS p A 11/10 RAM ROOM LAYOUT U LLo B 11/30 RAM 280 z 70 REDO SCALE DATE DWN CKD JOB NO DWG NO REV a C 12/06 RAM MECHANICAL AS NOTED 10/26/93 RAM RAM SPS10263 A - 1.0 F a D 12l14 RAM OFFICE/STORAGE APEX Services SAMSUNG WASHINGTON 1 E 2/20 RAM MEZZANINE ? SHANNON POINT FACILITY m F 1/ts RAM PROCESS LAYOUT Bellingham, WA RECONSTRUCTION PROJECT (206) 738 - 0854 Anacortes, WA