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II ��
<br />,w
<br />pJ T CB T-1 -5 0.16
<br />IE=S 7' 5'-0" WIDE CONCRETE
<br />- - -- - -- --- -- - - ----- --- - - - - - -- �\� --- ----- 5 I DEWALK WITH 3 ' -0"
<br />OWER PLANTING STRIP FROM
<br />EXISTIN6 SIDEWALK AT
<br />DMH T-
<br />FOUN BARE REBAR STREET TO BUILDIN6 Ai
<br />IE=543.1 N &
<br />- - - - -- - -- - - - - S)-
<br />L=52. IE=546.29' (8" PVC N
<br />R=18 2' >, _ ' 12" VC W)
<br />d '36'47" 9 83
<br />144_4„
<br />HIS END &�K, CHA/NLlN
<br />15' UTILITY EA
<br />CB T--2 RIM=548.12'
<br />TO PUD AF#9001
<br />1=542.49' (30" CONC E)
<br />E=542.57' (30" CONC W)
<br />SOS
<br />14
<br />POWER
<br />$ VAULT
<br />01
<br />/ k
<br />k,
<br />SIGN
<br />w O
<br />I/
<br />t ,
<br />lllllii ® ,
<br />Ir V
<br />:• r
<br />I-ir-s■ter.:-
<br />METAL RAIL FENCE
<br />MET RAIL 'FENCE
<br />-,,
<br />SSMH RIM=
<br />12" PVC IN & E
<br />12" PVC OUT'--W�`' E
<br />IE CTR CHNL=S 5.68'
<br />COULD NOT oCATE OTHER END D I SPLAY
<br />S
<br />APPROXIMATE LOCATION OF
<br />CENTERLINE FOR 7' WIDE P D
<br />EASEMENT AF#9005110 _9
<br />am
<br />METAL RAIL FE
<br />- CB T-1 RIM=546.13'
<br />IE=543.36' (12" PVC S)
<br />IE=543.36' (12" PVC N)
<br />COULD NOT LOCAT OTHER END
<br />S I TE PLAN
<br />SCALE: 1" = 30'-0"
<br />C�ENERAL NOTES
<br />09
<br />___ 163_ 3`_._. ---�.
<br />1 q) EQ SP
<br />1. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE OR CENTERLINE OF
<br />COLUMN, U.N.O.
<br />2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ARCHITECT OF
<br />RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THESE DRAWIN65
<br />AND ACTUAL FIELD CONDITIONS.
<br />3. CONTRACTOR SHALL VERIFY DIMENSIONS OF MANUFACTURED PRODUCTS TO ASSURE
<br />COMPATIBILITY WITH THE PLANS.
<br />4. ELECTRICAL, MECHANICAL, FIRE SPRINKLER, FIRE ALARM AND PLUMBING
<br />SUBCONTRACTORS SHALL SUBMIT PLANS TO CITY OF EVERETT FOR REVIEW AND
<br />APPROVAL UNDER DEFERRED SUBMITTAL. SYSTEMS SHALL BE INSTALLED BY
<br />LICENSED CONTRACTORS.
<br />5. MECHANICAL CONTRACTOR SHALL SUBMIT A MECHANICAL SUMMARY FORM AND
<br />PROVIDE VENTILATION SYSTEM COMPLIANT WITH REQUIREMENTS AS SET FORTH IN
<br />200a WA5HIN6TON STATE ENERGY CODE AND 2015 WA5HIN6TON STATE VENTILATION
<br />AND INDOOR AIR QUALITY CODE.
<br />6. ELECTRICAL CONTRACTOR SHALL SUBMIT A LIGHTING SUMMARY FORM AND PROVIDE
<br />LIGHTING COMPLIANT WITH REQUIREMENTS AS SET FORTH IN 2015 WA5HIN6TON
<br />STATE ENERGY CODE.
<br />It
<br />TRAM
<br />6" CONC WALL
<br />W/6' CHAINLINK FENCE
<br />W/BARB WIRE TOP
<br />T
<br />W
<br />3
<br />:. • .a
<br />& TACK
<br />•
<br />EXIST. 5'-0" TYPE
<br />III LAND50APIN6
<br />NORTH PROPERTY LINE
<br />RESTRIPE EXI5TI6
<br />PARKIN6 STALLS
<br />0
<br />la
<br />SSCO �•
<br />R4M=5 .2?,q - Ors
<br />SCo
<br />r' 4�ss� i�1=553.32
<br />I r- .
<br />-BUILDING ADDITION
<br />_.2, 418 5. F .
<br />CJ 549 26' R(12
<br />4�
<br />54 0' � � FDp4�j �T
<br />COMPPCi'GOW� CAYPACS ICONPPC?-��aMPpyP IGOY I I I
<br />°4p'04" 48.52' °4LC-
<br />-16' -0
<br />( �a) E. SPAS
<br />GAT E' CHAINQLINK
<br />FENCE W/BARB
<br />WIRE TOP
<br />15' WATER EASEMENT
<br />AF#9007060231
<br />CB T1
<br />YD _i-NY<1'." 1-0
<br />IE- 2.21' �4140SF
<br />YD Rl=552.62'
<br />IE=S .02' (6" PVC N)
<br />®■
<br />EXIST.
<br />SHOP
<br />BLD6.
<br />1,544
<br />5. F.
<br />S29113 1530" I'll,
<br />fi
<br />211-4 "38'-a
<br />2'X6' JERSEY 7' CHAINLINK
<br />BARRIER 2' HIGH FENCE W/BARB
<br />WIRE TOP
<br />FOUND REBAR & CAP
<br />"G4 INC 9435"
<br />SN H
<br />P OJEGT CRITERIA
<br />INDEX OF D ANIN65
<br />SCOPE OF NORK
<br />Al. I
<br />SITE PLAN
<br />5,042 S.F. SALES AREA ADDITION WITH 2,418 S.F.
<br />A1.2
<br />SITE DETAILS
<br />SERVICE DRIVE AND 3,013 S.F. SERVICE CANOPY
<br />ADDITION. INTERIOR UP6RADE5 THROU6HOUT SALES AND
<br />51
<br />SITE PLAN
<br />SERVICE AREAS. NEW IMA6E FOR BUILDING EXTERIOR.
<br />01.0
<br />COVER SHEET
<br />02.0
<br />GRADING AND SWPPP PLAN
<br />TAX ACCOUNT NO.: 26042400205100
<br />03.0
<br />PAYING AND UTILITY PLAN
<br />64.0
<br />EXISTIN6 FEATURES MAP
<br />LEGAL DESCRIPTION: SEC 24 TAP 28 R6E 04LOT 1 OF
<br />CITY EV 55P FOR JOSEPH D. PI6NATARO REC AF NO
<br />A2.0
<br />EXITING OCCUPANCY PLAN
<br />a702015003 BEING PTNOF 5W1/4 NW1/4
<br />A2.1
<br />MAIN FLOOR PLAN
<br />A2.2
<br />UPPER FLOOR PLAN
<br />CODES
<br />A2.3
<br />ROOF PLAN
<br />A2.4
<br />MAIN FLOOR REFLECTED
<br />2015 INTERNATIONAL BUILDING CODE (IBC)
<br />GEILIN6 PLAN
<br />2015 INTERNATIONAL MECHANICAL CODE (IMC)
<br />A2.5
<br />UPPER FLOOR REFLECTED
<br />2015 INTERNATIONAL FIRE CODE (IFC)
<br />GEILIN6 PLAN
<br />2015 INTERNATIONAL PLUMBING CODE (UPC)
<br />A2.6
<br />MAIN FINISH FLOOR PLAN
<br />1
<br />2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
<br />A2.7
<br />UPPER FINISH FLOOR PLAN
<br />CAC
<br />A3.1
<br />EXTERIOR ELEVATIONS
<br />A4.1
<br />WALL SECTIONS
<br />r REBAR & CAP
<br />BU I LD I NCB GR I TER I A
<br />A4. 2
<br />WALL SECTIONS
<br />L 9 35"
<br />ZONIN6: E-1 (EVERGREEN WAY)
<br />A5.1
<br />DETAILS
<br />MAX. HEIGHT: 75' (ZONIN6)
<br />A5.2
<br />DETAILS
<br />m
<br />OCCUPANCY: B, 5-1
<br />A5.3
<br />DETAILS / INTERIOR ELEVATIONS
<br />\a
<br />Qi
<br />CONSTRUCTION TYPE: VB (FULLY SPRINKLERED
<br />A5.4
<br />DOOR SGHED./ CANOPY DETAILS 4
<br />z � 0
<br />AND ALARMED)
<br />NOTES.
<br />Q
<br />`''
<br />LANDSCAPE CATEGORY: B
<br />A5.5
<br />STOREFRONT ELEVATIONS
<br />A5.6
<br />FINISH 4 MATERIAL SCHEDULES
<br />it
<br />NEW 15 -0
<br />ALLOWABLE BUILDING AREA:
<br />A5.7
<br />FINISH 4 MATERIAL SCHEDULES
<br />TYPE I
<br />Aa = At + (NS x If) PER STORY
<br />A6.1
<br />CABINET DRAWIN65
<br />LANDSGAPIN6 @
<br />M OCCUPANCY 5-1 OCCUPANCY
<br />A6.2
<br />CABINET DRAWIN65
<br />REAR -REMOVE
<br />N5 = a,000 NS = a,000
<br />A6.3
<br />CABINET DRAWIN65
<br />EXISTIN6
<br />5M = 21,000 At = 21,000
<br />m
<br />51.0
<br />GENERAL STRUCTURAL NOTES
<br />ASPHALT PAYING:
<br />AS REQUIRED
<br />.NON-SEPERATED USES (508.3; M,5-1 GOVERNS)
<br />51.1
<br />GENERAL STRUCTURAL NOTES
<br />Aa = 2"1, 000 + ( a , 000 x 0.-15) = 27 000 + 6 -150
<br />51.2
<br />GENERAL STRUCTURAL NOTES
<br />c
<br />AINLINK FENCE
<br />, ,
<br />a = 55,150 5. F. PER STORY
<br />52.0
<br />MAIN FLOOR FOUNDATION PLAN
<br />52.1
<br />UPPER FLOOR FRAMING PLAN
<br />2.5
<br />pjnt€
<br />KEYSTONE
<br />I-
<br />f = (F/P - 0.25) W/30
<br />52.2
<br />ROOF FRAM I N6 PLAN
<br />I
<br />NEW 6' -0" H .
<br />f = (763/763 - 0.25) 30/30 = (1 (1)
<br />53.0
<br />TYP I GAL CONCRETE DETAILS
<br />MINIMUM FENCE
<br />.0-0.25)
<br />If = 0.75
<br />53.1
<br />TYP I GAL CONCRETE DETAILS
<br />WOOD ® EAST
<br />54.0
<br />TYPICAL MASONRY DETAILS
<br />PROPERTY LINE,-
<br />W = 30
<br />54.1
<br />TYPICAL MA50NRY FOUNDATION DETAILS
<br />54.2
<br />TYPICAL MASONRY W/ STEEL FLOOR
<br />DETAILS
<br />o
<br />TOTAL ALLOWABLE AREA: 33,750 S.F. PER STORY
<br />55.0
<br />TYPICAL STEEL DETAILS
<br />55.1
<br />TYPICAL STEEL DETAILS
<br />o
<br />DEALERSHIP BUILDING AREA:
<br />55.2
<br />TYPICAL BRACED FRAME DETAILS
<br />FIRST FLOOR: 50,a64 S.F.
<br />55.3
<br />SPECIAL BRACED FRAME DETAILS
<br />SECOND FLOOR_: 6,524 S.F.
<br />55.4
<br />BRACED FRAME DETAILS
<br />I wE
<br />TOTAL AREA: 37,488 S.F.
<br />55.5
<br />BRACED FRAME DETAILS
<br />2"'PINE
<br />56.0
<br />TYPICAL LI6HT GAUGE DETAILS
<br />_
<br />0
<br />SERVICE BUILDIN6 AREA:
<br />12" PM
<br />EXI5TIN6 SERV I GE BUILDIN6: 1, 344 5. F .
<br />DEFERRED SUBMITTALS
<br />z?�PIr��
<br />NEW SERVICE BUILDING: 4,140 S.F.
<br />ELEGTR I GAL
<br />h
<br />s� .
<br />A LINK FENCE
<br />TOTAL AREA: 5, a84 5. F .
<br />MECHAN
<br />I GAL
<br />4" R-_;
<br />REPLACE DEAD
<br />PLUMB I N6
<br />=
<br />PINE TREE
<br />TOTAL BUILDING AREA:
<br />5I6N5
<br />-zL Pi
<br />124 .-rE
<br />DEALERSHIP: 37,465 S.F.
<br />FIRE SPRINKLER /FIRE ALARM
<br />SERVICE BUILDIN65: 5 184 S.F.
<br />14,-a"
<br />TOTAL BUILDIN6 AREA: 43,472 S.F.
<br />*NOTE:
<br />ALL DEFERRALS SHALL BE REVIEWED
<br />REAR
<br />AND
<br />PS�BMD55BY ARCHITECT PRIOR TO
<br />PARKIN6 CALCULATIONS
<br />PERMIT
<br />SUBMISSION.
<br />REQUIRED PARKIN6:
<br />1 STALL PER 250 S.F. OF OFF I GE AREA
<br />ENERGY GOMPL I ANGE
<br />3,502 5.F./250 = 14 STALLS
<br />SEC 0402.1 PRESCIPTIVE
<br />1 STALL PER 500 S.F. OF SERVICE AREA
<br />SEC 6402.5 AIR LEAKAGE
<br />16,102 S.F./300 = 54 STALLS
<br />1 STALL PER 1,000 S.F. OF SHOWROOM AREA
<br />UTILITY
<br />D I STR I GTS
<br />1,42a S.F./1,000 = 7 STALLS
<br />POWER
<br />S I
<br />TE PLAN
<br />�I
<br />�I OTES
<br />0 OMISH COUNTY PUD
<br />TOTAL REQUIRED: 75 STALLS
<br />HATER:
<br />CITY OF EVERETT
<br />1.
<br />REFER TO CIVIL ENGINEERING PLANS AND DETAILS FOR RE -PAVING ASPHALT.
<br />SEWER:
<br />CITY OF EVERETT
<br />2.
<br />CONCRETE CURB PER DETAIL 5/A1.2.4 CIVIL DRAWIN65.
<br />PARKING PROVIDED: 75 STALLS
<br />TELEPHONE:
<br />FRONTIER COMMUNICATIONS
<br />3.
<br />CONCRETE SIDEWALK. SEE DETAIL 1/A1.2.4 CIVIL DRAWIN65.
<br />6A5:
<br />PU6ET SOUND ENERGY
<br />4.
<br />HANDICAP PARKING STALL WITH PAINTED WALKWAY, CURB GUT AND 5I6N. SEE DETAILS 3,4 AND 14/A1.2. 4 CIVIL
<br />CORPORATE PARKING STANDARD = 560
<br />DRAWIN65.
<br />AUXILIARY LOT PARKING ® 10550 HIGHWAY as
<br />5
<br />PAINTED PARKING STRIPING 4" WIDE LINES LENGTH AS INDICATED ON PLAN COIR• TRAFFIC WHITE
<br />(ACROSS STREET) _ ;t 480 STALLS
<br />6.
<br />LIGHT POLE 4 BASE. SEE PET. 7/A1.2.- VERIFY LOCATIONS IN FIELD.
<br />7.
<br />EXISTIN6 FIRE HYDRANT TO REMAIN. SEE CIVIL DRAWIN65.
<br />S.
<br />CONCRETE WHEELSTOP PER PET. 6/A1.2. - 6'-0" LON6 CURB. SET FACE OF CURB 2'-0" FROM HEAD OF PARKING
<br />STALL.
<br />a.
<br />PIPE GUARD PER DETAIL a/A1.2. - VERIFY LOCATIONS W/ FLOOR PLAN
<br />10.
<br />RELOCATE TRANSFORMER PER ELECTRICAL.
<br />11.
<br />RELOCATE EXISTING FLA6POLE W/ NEW CONCRETE BASE PER DETAIL. 8/A1.2
<br />12.
<br />RELOCATE EXI5TIN6 FIRE SPRINKLER VALVE PER CIVIL DRAWIN65, AND SPRINKLER
<br />PERMIT. FPO GAPS #5403 PER THE CITY OF EVERETT.
<br />13.
<br />REMOVE EXI5TIN6 PLANTER, CURB, LI6HT POLES, FLA6POLE AND SPRINKLER VALVE AS REQUIRED.
<br />REPLACE END GAP AND ASPHALT PER CIVIL DRAWIN65. DETAILS 11/A1.2.
<br />14.
<br />EXI5TIN6 EXTERIOR 5I6N - H135-10X10 6EN 3 PYLONS TO REMAIN.
<br />15.
<br />CONCRETE CURB ENDCAP PER DETAIL 11/A1.2 4 CIVIL DRAWIN65 - VERIFY LOCATION W/ CIVIL 6RADIN6 PLANS.
<br />16.
<br />RELOCATE IRRIGATION CONTROL VALVE - REFER TO CIVIL PLANS.
<br />11.
<br />EXI5TIN6 T.S. RAILS AND GATE TO REMAIN.
<br />15.
<br />EV CHARGER STATION.
<br />14,(00)
<br />FAST CHARGER STATION PER MANUFACTURER.
<br />0
<br />20.'(7)
<br />SPACE BICYCLE 5TORA6E HAVE RACK PER MANUFACTURER. DETAIL 13/A1.2.
<br />21.
<br />5'-O" WIDE STRIPED CROSSWALK.
<br />°2L
<br />a -NEW ENCLOSED TRASH ENCLOSURE PER DETAILS. DETAILS 11 AND 12/A1.2.
<br />2
<br />23
<br />;NEW 4'-0" WIDE X -12'-0" LON6 HAVE CANOPY PER HONDA STANDARDS AT BUILDING FRONT ENTRANCE TO PROVIDE
<br />WEATHER PROTECTION PER EMC 1a.3113.O80.H.
<br />24 ;ALL EXTERIOR LIGHT FIXTURES TO BE SHIELDED AND POINTED AWAY FROM ADJACENT RESIDENTIALLY ZONED
<br />PROPERTIES. REFER TO FLOOR PLAN AND BUILDING ELEVATIONS FOR TYPES AND LOCATIONS.
<br />VIGINIT� MAP
<br />NO SCALE
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<br />Drawing:
<br />Al. 1
<br />Job Number.
<br />17c-3814
<br />
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