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PROJECT DATA PROJECT CONSULTANTS INDEX OF DRAWINGS
<br />SWEET DESCRIPTION REV. DATE
<br />PROJECTI CIVIL ENGINEER -
<br />PROJECT TITLE SHEET, INDEX OF DRAWINGS
<br />Borghousen Consulting Engineers Inc.
<br />Construct new QFC retoil gasoline facility with a 172 square foot 18215 - 72nd Avenue South
<br />cashier's kiosk building and 3,956 square foot, free-standing pump Kent, WA 98032 CIVIL DRAWINGS
<br />Project Contact: Joy Grubb, P.E.
<br />island canopy (with 5 multi -product dispensers) (425) 251-6222 C1.0 COVER SHEET
<br />Install (1) 20,000 gallon, (1) 18,000 (split 10,000/8,000) gallon dual C1.1 LIMITED TOPOGRAPHIC SURVEY
<br />compartment underground gasoline storage tanks. CANOPY STRUCTURAL ENGINEER C2.0 DEMOLITION PLAN
<br />C2.1 TESL PLAN
<br />TESMiscellaneous site improvements such as paving, landscaping, signs, etc. Madison Industries C2.2 C3.0 SITE SITE DETAILS
<br />PLAN
<br />1900 East 64th Street C3.1 HORIZONTAL CONTROL PLAN
<br />Los Angeles, CA 90001 C4.0 GRADING PLAN
<br />SCOPE OF WORK. Project Contact: Sam Frey C5.0 DRAINAGE PLAN
<br />(800) 377---3322 C5.1 [DRAINAGE DETAILS
<br />The project consists of the construction of a QFC gasoline facility accessory to the QFC C6.0 U,(ILITY PLAN
<br />retail store. The fueling facility will be open 24 hours/cloy, 7 days/week and attended C6,1 UTILITY DETAILS
<br />at all times the main store is open for business. During non -store hours the fuel KIOSK STRUCTURAL ENGINEER C6.2 UTkITY DETAILS
<br />center will operate as a fully automated facility. The proposed facility will be owned and C7.0 CONSTRUCTION DETAILS
<br />maintained by QFC. The QFC gasoline employees will be fully trained in the operation Sogebrush/Ventaire LLC
<br />and maintenance of the fueling facility. 909 W. Wheeing Ave.
<br />Tulsa, OK 74110
<br />Project Contact: Ryon Kirk
<br />(918) 858-1412 - ---- -
<br />QFC Storer, Inc. LANDSCAPE DRAWINGS
<br />P.O. BOX 42121 MECHANICAL/ELECTHCAL ENGINEER
<br />PORTLAND, OR 97242 L-1 LANDSCAPE PPLAN
<br />Phone (503) 797-5617 Borghousen Consulting Engineers Inc. L-2 LANDSCAPE PANTING NOTES AND DETAILS
<br />18215 -- 72nd Avenue South L-3 IRRIGATION PLAN
<br />c/o Borghousen Consulting Engineers, Inc. Kent, WA 98032Project Contact: Omor Vasquez
<br />18215 - 72nd Avenue South (425) 251 -6222
<br />Kent, WA 98032
<br />Owner's Contact: Mr. Chris Ferko
<br />(425) 251-6222 GGI�IIGAL ENGINEI `� .� L-) .. 3
<br />CTURAL DRAWINGS
<br />The Riley Group / =A1.€1=FLDOR=PI Aid A#�IE}-FQt}NE3ATipNS
<br />17522 Bothell Way NE ✓� 0,/ ,- A.1- _ CANOPI PLAN A%tD DTALI S
<br />Bothell, WA 98011 � A2 0 CANOPY ELEVATIO
<br />SITE INFORMATION. Project Contact: Rick //4e5 � � � = A3 0 YARD DE-TAIL�
<br />/ Wang Ph.D, G.E., P.E.
<br />(425) 821 -7777 �� -- -- - A3�tl.1 a Y RAID DET�AILS��
<br />DIENEC of Evergreen Way & 50th Street SE Project No. 2019-258A -
<br />g Y Date: January 7, 2020
<br />Everett, WA 98203
<br />APPROXIMATIE SITEAREA-' 23,000± Sq.Ft. SPECIALSTATEMENT OF INSPECTIONS L DRAWINGS (Madison I d
<br />ZONING IN TIO , 13-2 (BUSINESS) 91'--8" x 4.3'-0" (6) Column Canopy w/42" fascia
<br />TAX 1. Concrete of 3000 psi or greater compressive strength: CS-1 COVER SHEET
<br />�� 00581900000101 F-1 FOUNDATION PLAN AND DETAILS
<br />a. Periodic inspection of reinforcing steel and placement, per IBC Table 1704.4.1 A-1 FRAMING AND LIGHTING PLAN
<br />A-2 ELEVATIONS
<br />BUILDING INFORMATION,
<br />b. Continuous inspection of anchor bolts placed in concrete per IBC Table 1704.4.3 A-3 SECTIONS AND DETAILS
<br />c. Sampling of fresh concrete for strength tests, temperature, slump, and air content per
<br />IBC Table 1704.4.6
<br />PROJECT VALUATION: Canopy = $220,000
<br />Kiosk = $11,500 2. Post- installed anchors: - -
<br />U.S.T.'s = $1 18,500 I KIOSKCATED BLDG. - it
<br />a. Periodic inspection of installation of proprietary expansion or epoxy anchors in hardened
<br />Total = $350,000 concrete per IBC Table 1704.4.4 q a pP ' tg
<br />x 21 -% x 1 "l high w%3 fascia
<br />3. High -strength bolts:
<br />BUILDING USES, a. Periodic verification of identificotion markings on bolts, nuts and woshers to conform to CS--1 COVER SHEET
<br />ASTM standards per IBC Table 1704.3.1a F-1 FOUNDATION PLAN
<br />Pump island canopy, retail sales of gasoline. A-1 FLOOR PLAN AND ELEVATIONS
<br />Cashier's Kiosk: Soles Office b. Confirmation of bolt manufacturer's certificate of compliance per IBC Table 1704.3.1 b A-2 �UILDING SECTION
<br />A-3 BUILDING SECTION
<br />A-4 ShIELVING AND FLOOR FINISH PLAN
<br />C. Periodic inspection of snug -tight joints per IBC Table 1704.3.2o S-1 STEEL FRAMING PLAN
<br />PROPOSED BUILDING SQUARE FOOTAGE.S-2 STEEL FRAMING DETAILS
<br />4. Field Welding: SP-1 SPEgIFICATION SHEET
<br /># Pumpisland Gana 3,956 square feet 5,398 S.F. Driveslob E-1 t ELECTT CA SCREEN
<br />PY� q ( ) a. Periodic inspection of field welding (if performed) E-1 ELECTRICAL PLANS
<br />Kiosk (cashier): 172 square feet E-2 ELECTRICAL SCHEDULES AND DETAILS
<br />b. Welding shall be performed by WABO certified welders P-1 PLUMBING PLANS
<br />M-1 MECHANICAL PLANS
<br />CODE
<br />ANALYSIS. Report Requirement:
<br />Special inspectors shall keep records of inspections. The special inspector shall furnish inspection
<br />reports to the building official, and to the registered design professional in responsible charge. \ELECTRICAL
<br />CODE. 2018 International Building Code with Washington State Amendments Reports shall indicate that work inspected was or was not completed in conformance to approved
<br />2018 International Fire Code with Washington State Amendments construction docunnents. Discrepancies shall be brought to the immediate attention of the
<br />E1.0 ELECTRICAL PLANS AND DETAILS
<br />contractor for correction. If they are not corrected, the discrepancies shall be brought to the �
<br />E2.0 ELECTRICAL PA LS
<br />JURISDICTION; City of Everett attention of the building official and to the registered design professional in responsible charge
<br />3200 Cedor Street, 2nd Floor prior to the completion of that phase of the work. A final report documenting required special E3.0 ELECTRICAL AND LEAK DETECTION WIRING (FRANKL IN)
<br />Everett, WA 98201 inspections and correction of any discrepancies noted in the inspections shall be submitted at a
<br />(425) 257-8810 point in time agreed upon prior to the start of wort: by the applicant and the building official.
<br />All Special Inspections must be preformed by Special Inspection Agencies and Inspectors registered
<br />with the Washington Association of Building Officials and such Agencies and Inspectors shall be
<br />OCCUPANCY GROUP: M approved by the Building Official prior to construction. TANK IN
<br />STALLATION DRAWINGS
<br />T1.0 UNDERGROUND TANK AND PIPING SITE PLAN
<br />CONSTRUCTIONII-B CONCRETE I T2.0 TANK AND PIPING MATERIALS LIST
<br />T2.1 TANK AND PIPING MATERI�LS LIST
<br />T3.0 20K GALLON TANK DETALSw
<br />T3.1 8K-1 OK GALLON TANK DETAILS
<br />STORIES. One T4.0 TANK SLAB, ANCHORING DETAILS
<br />T5.0 TANK TURBINE SUMP DETAIL
<br />MAXIMUM II I H 55' One Story GENERIC MIX DESIGN FOR FOUNDATION AND CANOPY DRIVESLAB: T6.0 TANK TURBINE SUMP AND DETAILS
<br />T7,0 TANK FILL SUMP AND DETAILS
<br />TYPICAL AGGREGATE COMPOSITION PER CUBIC YARD: T8.1 DISPENSER AND PIPING DETAILS 7NE OVATION 3+ 1
<br />FLARE� Canopy = 5,398 Sq. Ft.
<br />%" GRAVEL (ASTM 57) 1860 LBS ± 20 LBS
<br />Kiosk = 172 Sq. Ft. SAND (CLASS 2) 1330 LBS ± 130 LBS
<br />TYPE 1-II PORTLAND CEMENT 540 LBS T 25 LBS (SIX -SACK MIX)
<br />Total = 5,570 Sq. Ft. WATER 36 GALLONS ± 1 GALLON
<br />ALLOWABLE FLOOR AREA, 12,500 Sq. Ft AIR ENTRAINMENT: (AT DRIVESLAB ONLY) 4.5% - 6.0%
<br />NO AIR ENTRAINMENT REQUIRED FOR FOUNDATION CONCRETE
<br />AREA INCREASES: Not Required FIBERMESH REINFORCING: NONE
<br />28 DAY DESIGN STRENGTH: 3000 PSI MIN.
<br />FIRE SPRINKLERS, Not Required DESIGN SLUMP: 5Y?" MAX
<br />WATER/CEMENT RATIO: 48% - 53%
<br />NOTE: DENSITY: 144 PCF - 151 PCF
<br />THE 8'x21.7' KIOSK BUILDING FOR THIS PROJECT WILL BE SPECIAL INSPECTION AND TESTING: REQUIRED
<br />PREFABRICATED OFF -SITE AND TRANSPORTED TO THE SITE. THE
<br />KIOSK MANUFACTURER (Sogebrush/Ventaire) WILL BE UTILIZING 3rd
<br />PARTY INSPECTION BY WASHINGTON STATE CERTIFIED INSPECTORS AND
<br />WILL PROVIDE A CERTIFICATE OF INSPECTION FOR
<br />STRUCTURAL/WELDING, MECHANICAL AND ELECTRICAL INSTALLATIONS
<br />PER IBC. INSPECTION BY CITY OFFICIALS WILL BE REQUIRED AT
<br />INSTALLATION. INDEX UPDATED PERMIT RELEASE: 07,/16/21
<br />PERMIT RESUBMITTAL:
<br />BID RELEASE:
<br />CONSTRUCTION RELEASE:
<br />LOCATION g
<br />OFC FUELING FACILITY 697 REGISTERED
<br />ARCHITECT
<br />QFC Stores
<br />NEC OF EVERGREEN WAY/50TH S" SE
<br />3800 S.E. 22nd Avenue r�aIEI_ B GOAL a
<br />Portland, Oregon 97202�' I STTE OL:HINGTON
<br />.a
<br />Phone (503) 797-3509 " GO"HN
<br />I
<br />Fox (503) 797--3539 �
<br />® BARGHAUSEN CONSULTING ENGINEERS, INC. _-
<br />ty Food Centers"LAN015/05/22
<br />D PLANNING AND DESIGN SPECIALISTS"
<br />18215 72ND AVENUE SOUTH Store NO. 852KENT, WASHINGTON 98032
<br />(425) 251 --6222 STAMP
<br />Permit #: S2111-002
<br />Site Address: 4919 EVERGREEN WAY
<br />CLAREIVIOW VILLAGE STATION LLC
<br />Owner:
<br />Tenant: QFC - FUELING STATION
<br />App. Date: 11/3/2021
<br />Proposed Use: COMMERCIAL
<br />Description: INSTALL (6) INTERNALLY ILLUMINATED
<br />WALL SIGNS
<br />Y Date:/%:��
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<br />'�1 Office Set
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