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10521 19TH AVE SE ALLIED TELESIS INC 2024-08-02
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10521 19TH AVE SE ALLIED TELESIS INC 2024-08-02
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Last modified
8/2/2024 2:10:39 PM
Creation date
7/19/2024 11:08:58 AM
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Address Document
Street Name
19TH AVE SE
Street Number
10521
Tenant Name
ALLIED TELESIS INC
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IF THESE SHEETS ARE NOT 24"X 36"THEN DRAWING IS NOT TO SCALE. <br /> SITE PLAN GENERAL NOTES o <br /> AS1 O <br /> THIS SITE PLAN IS NOT A SURVEY AND IS FOR REFERENCE ONLY.IT IS <br /> PROVIDED FOR GENERAL BUILDING AND SITE LAYOUT ONLY. REGISTERED <br /> ARC HITEC T <br /> THE CONTRACTOR SHALL VERIFY ON-SITE ALL GRADES EXISTING <br /> IMPROVEMENTS,PROPERTY LINES EASEMENTS SETBACKS UTILITIES <br /> AND SUB-STRUCTURES.WHERE DISCREPANCIES OCCUR,CONTACT THE 1 _6" 18'_3n ' KUR. J NSEN <br /> CIVIL ENGINEER. STATE 0 ASMNGTON <br /> FOR HARDSCAPE AND DRAINAGE PLANS SEE CIVIL AND LANDSCAPE NSB"29 3O W (p i�n 1O''O" <br /> DRAWINGS.FOR ADDITIONAL INFORMATION&SCOPE NOT INCLUDED, NEW RANSFORMER — N.GAS METER — _ <br /> REFER TO CIVIL,LANDSCAPE,MECHANICAL,ELEC.&PLUMBING _ I 47�J N WALL- EE CI L — — — �n S�T,BAC <br /> DRAWINGS. o �- — - 6 1.Lr <br /> ELEC.MPTERS _ <br /> --- -_7 5' — — ------ ' <br /> - o _____---- --- t7FDC <br /> ------- - ---- - WI ETYPEIILANDS P6 - — — _- -- <br /> 6 <br /> • FINISH GRADES SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BLDG. � � 47 4 ,, �_______ _____ _ �' _ _^__ � � <br /> REFER TO SOILS REPORT. A— — — — C;'.s,•;: .:^.:, ::..�:.r: :.:, - _ _________ ________ _____ o <br /> m <br /> ALL ROOF DRAINAGE TO BE PIPED TO STREET OR APPROPRIATE <br /> I _ <br /> r <br /> DRAINAGE FACILITY. — — — — — — — — — — — — — — — — — — <br /> F S O J <br /> PROVIDE EXPANSION&CONTROL JOINTS AT ALL EXTERIOR CONCRETE R I L _ <br /> SLABS,SPACING OF JOINTS PER INDUSTRY STANDARD. I 8 E C :: <br /> IRRIGATION SYSTEM SHALL BE DESIGNED TO PREVENT THE SATURATION 11 3 p�' °O r <br /> OF SOIL ADJACENT TO BUILDING. <br /> 0413 <br /> i i o <br /> PARKING CALCULATION <br /> Occupancy Use SPACE AREA I PARKING LOAD FACTOR PARKING REO'D <br /> z <br /> O <br /> _ — w <br /> A 2 KITCHEN 871 SF 600 1 F S O <br /> Ir11 <br /> A-2 PATIO 298 SF 100 3 ,�``' a o <br /> 10 o 7, <br /> O <br /> A 2 RESTAURANT 1714 SF 100 17 U <br /> B SALON 1,644 SF B STATIONS @ 2 EA 16 uJ ..6.,p�:�l�_.�. F 6 'Z LL w w U <br /> B FIRST FLOOR OFFICE 1,081 SF 400 3 = I G 6i_Dn ` Q:-4" - '� \ O 2 O m a 51 1 <br /> B SECOND FLOOR OFFICE 6,637 SF 400 17 �� 0 tk0' w <br /> I',:. — <br /> TOTAL PARKING RE— 12,245 SF 57 H/C SIGNAGE-TYP.OO�THREE cn =1 t <br /> 'KITCHEN(FUTURE TENANT IMPROVEMENT) TOTAL PARKING PROVIDED= 67 <br /> 1. BASED ON 40%OF TOTAL AREA OF RESTAURANT <br /> 2. SEE EVERETT MUNICIPAL CODE 34.020 FOR (F OF IC ', V=; Z LITE POLE BASE-TYP.OF THREE <br /> PARKING FACTOR 1D = ,Q SEE 7/A101 <br /> F } <br /> o S R / LU - <br /> 1 O DRAWN BY: KL <br /> O to <br /> iCHECK' <br /> p <br /> 6 TYP.o M �/ , Z LJ <br /> . a <br /> A102 oo <br /> I 3z1: :: JUL! <br /> NOTES: <br /> CD FIRE HYDRANT-_e LIZ <br /> SEE CIVIL PLOT DATE: rrmrzon�o2os vm <br /> W oUP 4R Si <br /> p II OB NO: <br /> 3 �" H� 5215 <br /> 02 O <br /> 47 II <br /> —2'-6"OH o o w <br /> Uo o� <br /> � \ � II U <br /> WI I LLI <br /> o <br /> Co o6 <br /> = _ y s 3 - Jensen Fey <br /> 1�=6" - - - - - tNC 161-0126'-0" 18'-6" 16-0" 26-018'.6" n <br /> R T N ` O 730 ArchitectureLWA <br /> EARY Planning <br /> REDMOND,WA 98052 <br /> 0 601 O <br /> 2_ -1 O M 425.216.0320 425.216.0329 <br /> O <br /> W <br /> MO UME SIGN <br /> 11/A102 - I �:;� t <br /> — <br /> E .GRD. O Ili <br /> 5' t II <br /> - ..:.'.;":•.;..a..:... z.,.,"..,..... .., ;;.±..:::::.':�,:�:.....: .-....t;..;...::.'...:.U LIP p <br /> F THRE SEE7A101I W� � :5IaJ12RAMPDDyVN -t�lE4Y R�,t `' i��` •A�C�ssla� . �•�-`-';�'f� � � <br /> NZo A.' t.',CO�',^ .: Sul t'.'•;.-,..Y $ �� 9 GO <br /> ------------ o <br /> LL P <br /> 37'-6"RAMP U 1/15 <br /> U/G GREASE TRAP W ' <br /> REF.PLMB'G. W <br /> D <br /> o 34'-6" O z w <br /> 2-+THROAT y- — --- — Q <br /> �i o �� (� W <br /> t — <br /> 11'-7" 40'_6 -- OUTLINE OF = Ld <br /> co 1` <br /> N —J' I <br /> -- - -------------------------T DETENTION VAULTS- + <br /> ' II W (n <br /> 1LU <br /> ' I / � I SEECIVIL- �--------�_ - <br /> -----� <br /> I SII <br /> ° --- <br /> 1 0 �' N Q <br /> - <br /> ----- ---- <br /> I 1 <br /> SLOPE i__ = l I a Q <br /> a ---- ITEPOLE SE=- -- -- -- -------5, <br /> o� I -- ------- > - ----- -- -- -- -- --I--I ` YARD NT � W <br /> EE7/A101 a' `QLo F- <br /> I ----- I_ - - -- -- -- -- - oo SEE IV, J p — <br /> — ------- <br /> _ ---------_ -------- <br /> - - - ° cn (n <br /> O — — — — — — — - - -- J ---- O III <br /> O I O 30'OVERH{�N,G — — — — - - T - - <br /> PER ICC/ANSI A117.1-2009 SECTION 406 — 488"32' 4"W 10' IDE PE I LAtpSCAPE <br /> — — — — O <br /> 5" I ----_ - _ Al 0 0 <br /> 511-01, --- ----- — — <br /> r ----- <br /> 0 42'_ " - - --- --- <br /> 0 - - <br /> SIDE CURB RAMP SITE PLAN --- <br />
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