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<br />NOTE:
<br />SITE PLAN IS FOR REFERENCE ONLY
<br />SGE STAMP ONLY PERTAINS TO THE
<br />AREA OF WORK.
<br />♦
<br />♦
<br />(—j�SITE PLAN
<br />N 100 FT 0 100FT 200FT
<br />FOR REFERENCE ONLY I mum WWI I
<br />CONSTRUCTION NOTES
<br />1. GENERAL CONSIDERATIONS
<br />2. STORMWATER, EROSION, AND ENVIRONMENTAL CONSIDERATIONS
<br />A. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE REQUIREMENTS OF THE LOCAL, STATE, AND NATIONAL
<br />ALL CONSTRUCTION WORK SHALL FULLY COMPLY WITH ALL STORMWATER, EROSION, GRADING, AND ENVIRONMENTAL REQUIREMENTS
<br />CODES, AS WELL AS WITH THE PRINCIPLES OF GOOD CONSTRUCTION PRACTICE.
<br />OF THE LOCAL, STATE AND FEDERAL CODES - INCLUDING (BUT NOT LIMITED TO) THE FOLLOWING:
<br />B. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY (INCLUDING FIRE SAFETY) OF THE
<br />A.
<br />ALL CONSTRUCTION CONTRACTOR AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF, AND COMPLY WITH, THE
<br />NEW, AS WELL AS EXISTING, STRUCTURES. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYS IN
<br />AUTHORITY HOLDING JURISDICTION (AHJ) BEST MANAGEMENT PRACTICES (BMP) AND GOOD HOUSEKEEPING MEASURES FOR THE
<br />ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES. THAT RESPONSIBILITY SHALL APPLY CONTINUOUSLY AND
<br />PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.
<br />SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. ANY DEVIATION FROM SUCH ORDINANCES MUST BE REVIEWED AND APPROVED
<br />B.
<br />APPROPRIATE BMP FOR CONSTRUCTION -RELATED MATERIALS, WASTES, AND SPILLS SHALL BE IMPLEMENTED TO MINIMIZE TRANSPORT
<br />BY SGE PRIOR TO CONSTRUCTION.
<br />FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTY BY WIND OR RUNOFF.
<br />C. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS AND CHECK ALL DIMENSIONS PRIOR TO COMMENCING THE WORK. ALL
<br />C.
<br />CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR
<br />DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF SGE AND RESOLVED BEFORE PROCEEDING WITH THE WORK.
<br />POLLUTANTS OFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORMWATER ARE ALLOWED ONLY WHEN NECESSARY FOR
<br />D. THE CONTRACTOR SHOULD NOT PROCEED WITH CONSTRUCTION IN CASE OF CONFLICT(S) BETWEEN THE DETAILS, AND/OR BETWEEN
<br />PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT; (A) CAUSE OR CONTRIBUTE TO A
<br />THE DETAILS AND PLANS, AND/OR BETWEEN THE PLANS AND SCHEDULES. THE CONSTRUCTION SHALL RESUME ONLY UPON THE FULL
<br />VIOLATION OF ANY WATER QUALITY STANDARD; (B) CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE;
<br />RESOLUTION OF SUCH CONFLICT BY SGE
<br />AND/OR (C) CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS CFR PARTS 117 AND 302.
<br />E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF WORKING CONDITION OF ALL EXISTING COMPONENTS AND
<br />D.
<br />RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITES UNLESS TREATED TO REDUCE OR
<br />STRUCTURES AFFECTED BY THIS CONSTRUCTION. THE CONTRACTOR SHALL CONSTANTLY KEEP THE AREA OF CONSTRUCTION FROM
<br />REMOVE SEDIMENT OR OTHER POLLUTANTS.
<br />ACCUMULATION OF WASTE MATERIALS AND DEBRIS.
<br />E.
<br />POTENTIAL POLLUTANTS INCLUDE, BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS,
<br />F. AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED
<br />SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR
<br />AND PROPERLY DISPOSED IN TRASH OR RECYCLE BINS. AT THE END OF WORK, THE CONTRACTOR SHALL REMOVE ALL WASTE,
<br />STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT
<br />SURPLUS MATERIAL, TOOLS, AND EQUIPMENT.
<br />WASH WATER AND CONCRETE WASH WATER; CONCRETE; DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/
<br />EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING AND SUPERCHLORINATED POTABLE WATER LINE FLUSHING.
<br />G. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
<br />IN CONJUNCTION WITH THIS PROJECT EXCEPT FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER.
<br />F.
<br />DURING CONSTRUCTION, THE DISPOSAL OF SUCH MATERIALS SHALL OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA
<br />ON -SITE PHYSICALLY SEPARATED FROM STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND
<br />H. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER ASSUMED OR SCALED DIMENSIONS.
<br />FEDERAL REQUIREMENTS.
<br />I. ALL DIMENSIONS ARE TO FACE OF FINISHED SURFACES. LAYOUT OF STRUCTURES AND FOUNDATIONS MUST BE DETERMINED BY
<br />G.
<br />DEWATERING OF CONTAMINATED GROUND WATER OR DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED.
<br />EXAMINATION OF PLANS AND FINISHMATERIALS SELECTED AND SHALL NOT BE ASSUMED AS BEING EXPRESSED BY THE WRITTEN
<br />DEWATERING OF NON -CONTAMINATED GROUND WATER REQUIRES A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
<br />FINISHED SURFACE DIMENSIONS.
<br />PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY BOARD.
<br />J. SITE DRAWINGS ARE BASED UPON THE PLANS OBTAINED FROM THE AUTHORITY HOLDING JURISDICTION (AHJ), AND/OR PROVIDED BY
<br />H.
<br />SEDIMENT FROM AREAS DISTURBED BY CONSTRUCTION SHALL BE RETAINED ON SITE USING STRUCTURAL CONTROLS TO THE MAXIMUM
<br />THE PROPERTY OWNER, AND/OR AVAILABLE AERIAL IMAGES. UNLESS NOTED OTHERWISE, NO TOPOGRAPHIC, BOUNDARY, OR LAND
<br />PRACTICAL EXTENT.
<br />TITLE SURVEY WAS PERFORMED FOR THE PROJECT.
<br />I.
<br />STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO MINIMIZE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE
<br />FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING, OR WIND.
<br />J.
<br />GRADED AREAS ON THE PERMITTED AREA PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPES AND TOWARD DESILTING
<br />FACILITIES AT THE CONCLUSION OF EACH WORKING DAY.
<br />K.
<br />THE PERMITTEE AND THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE THE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
<br />TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION.
<br />L.
<br />THE PERMITTEE AND THE CONTRACTOR SHALL ENSURE THAT THE EROSION CONTROL WORK IS IN ACCORDANCE WITH THE APPROVED
<br />PLANS.
<br />u SN
<br />REFER
<br />29' TO STRUCTURAL
<br />DRAWINGS
<br />----------------------------------------------------------------- - — --
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<br />----------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- -
<br />g' 8' 8'-5" REF 4'-7" 5E
<br />ENLARGED AREA OF WORK i THESE DOCUMENTS HAVE NOT BEEN
<br />2 N APPROVED FOR THE ISSUANCE OF
<br />PLAN, SCALE: 1" = 3'-0" PUBLIC WORKS, MECHANICAL, FIRE
<br />SUPPRESSION, ELECTRICAL OR
<br />PLUMBING PERMITS,
<br />KEYNOTES
<br />EXISTING (E), NO CHANGE
<br />BY OTHERS, NIC
<br />NEW (N)
<br />REFER TO STRUCTURAL DRAWINGS
<br />1 E
<br />PROPERTY LINE
<br />1 N
<br />TANK: 9,000 GALLON LW
<br />2E
<br />PARKING
<br />2N
<br />VAPORIZER:5-LWS-12M-F
<br />3E
<br />ACCESSIBLE PARKING SPACES
<br />3N
<br />CONCRETE PAD
<br />4E
<br />ACCESS DRIVEWAY
<br />4N
<br />BOLLARD CENTERLINE
<br />5E
<br />BUILDING
<br />5N
<br />CHAIN LINK FENCE, BY OTHERS
<br />PROJECT INFORMATION
<br />NO
<br />CHANGE
<br />PROJECT DESCRIPTION
<br />INSTALLATION OF A 9,000 GALLON LIN TANK & VAPORIZER
<br />NO CHANGE IN PARKING
<br />NO CHANGE IN FLOOR AREA
<br />PROJECT VALUATION
<br />$65,000
<br />PROJECT ADDRESS
<br />21
<br />1525 75TH ST SW, EVERETT, WA 98203
<br />PROJECT COORDINATES
<br />47.9336865,-122256386
<br />ASSESSOR PARCEL NUMBER
<br />28041100100500
<br />ZONING
<br />PID
<br />CODES
<br />2018 WASHINGTON STATE BUILDING CODE
<br />LOT SIZE
<br />20.87 ACRES
<br />BUILDING AREA
<br />200,050 S.F.
<br />PROJECT TEAM
<br />OWNER
<br />JOHNSON PROPERTIES I LLC
<br />PO BOX 5253
<br />EVERETT, WA 98206
<br />STRUCTURAL ENGINEER
<br />SGE CONSULTING STRUCTURAL ENGINEERS
<br />2081 BUSINESS CENTER DR. #105
<br />IRVINE, CA 92612
<br />(949) 552-5244
<br />CONTRACTOR
<br />TBD
<br />Permit #: B2107-013
<br />Site Address: 1525 75TH ST SW
<br />Owner: JOHNSON PROPERTIES I LLC
<br />Tenant: CASCADE COFFEE
<br />App. Date: 7/6/2021
<br />Proposed Use: COMMERCIAL ALTERATIONS
<br />Description: FOUNDATION & ANCHORAGE OF 9,000
<br />GAL LIQUID NITROGEN TANK
<br />Reviewed
<br />Office Set Job Site Set Fire/Planning Set
<br />Su*ct To field Inspection
<br />By The Fire Marsha,
<br />1{
<br />ATI 2 3 2021
<br />jlCITY OF EVERETT
<br />Lg
<br />PFviPIAtPn I~no DPORAIT
<br />VICINITY MAP
<br />DRAWING INDEX
<br />SP - 1 SITE PLAN, NOTES, & PROJECT INFORMATION
<br />S - 1 STRUCTURAL LAYOUT, NOTES & SCHEDULES
<br />S - 2 TYPICAL DETAILS
<br />CLIENT
<br />CASCADE
<br />-COFFEE-
<br />Cascade Coffee
<br />1525 75th St. SW, Suite 100,
<br />Everett, WA 98203
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<br />THESE PLANS WERE DEVELOPED RESTRICTIVELY
<br />FOR USE ON THE STRUCTURES AND BY
<br />PERSONS/COMPANY AS SPECIFIED IN THE TITLE
<br />BLOCK. ANY OTHER USE (INCLUDING, BUT NOT
<br />LIMITED TO, DISSEMINATION AND COPYING) OF
<br />THESE PLANS OR ANY USE OF THE PLANS BY ANY
<br />PARTY OR PARTIES OTHER THAN THE ONES
<br />SPECIFIED IN THE TITLE BLOCK, ARE STRICTLY
<br />PROHIBITED UNLESS UNDER A WRITTEN
<br />PERMISSION BY SGE
<br />S. GORDIN STRUCTURAL DESIGN
<br />& ENGINEERING SERVICES (SGE), INC.
<br />2081 Business Ctr Dr., Ste. 105, Irvine, CA 92612
<br />TEL.(949) 552-5244 FAX (949) 552-5243
<br />EXP. 12-30-2016
<br />WA5I7I� Gy0
<br />�0
<br />4
<br />�T jRAL
<br />�S10NAL
<br />June 29, 2021
<br />SGE JOB No. 521.053.396
<br />CASCADE COFFEE - SITE PLAN
<br />REVISIONS
<br />REV I DATE DESCRIPTION �T PP'd
<br />DATE: June 29, 2021
<br />DESIGNED BY JEL
<br />APPROVED BY VSG
<br />TOTAL SITE PLAN SHEETS - 1
<br />SITE PLAN,
<br />NOTES &
<br />PROJECT
<br />INFORMATION
<br />
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