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HomeMy WebLinkAboutPermit S04-021 - WASHINGTON CITIES INSURANCE AUTHORITYWASHINGTON CITIES INSURANCE AUTHORITY 320 ANDOVER PK E 50021 • City of Tukwila • Department of Community Development 16300 Southcenter BL, Suite 100 / Tukwila, WA 98188 I (206) 431-3670 Parcel No.: 0223200060 Address: 320 ANDOVER PK E TUKW Suite No: PERMANENT SIGN PERMIT Permit Number: Issue Date: Permit Expires On: SO4-021 Business Name: WASHINGTON CITIES INSURANCE AUTHORITY Phone: 425-277-7237 Address: 320 ANDOVER PARK E, TUKWILA, WA Property Owner: Name: CENTERPLEX Phone: Address: 331 ANDOVER PARK EAST #100 Contact Person: Name: DAVID SEELY Phone: 425-881-7506 Address: 7983 LEARY WY NE Contractor: Name: Phone: Address: DESCRIPTION OF WORK: 44 sf free standing sign "320 Building" Fees Collected: $100.00 Zoning: TUC Sign Type: PERMANENT SIGN: Wall Sign #1 Wall Sign #2 Wall Sign #3 Wall Sign #4 Wall Area (sq. feet): 0 0 0 0 Wall Sign Size (sq. feet): 0 0 0 0 Sign Lighting: Face Residential Land: N N N N Street Frontage for Entire Lot: Building Height (feet): Sign Size (sq. feet): Sign Height (feet and inches): Setback (feet): Number of Sign Faces: Planning Division Authorized Signature: Freestanding Sign #1 195 28 44 10' 6" 0 Freestanding Sign #2 0 0 0 0' 0" 0 0 Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. II provisions of law and ordinances governing this work will be complied with, whether specified herein or not. THIS PERMIT SHALL BECOME NULL AND VOID IF THE WORK IS NOT COMMENCED WITHIN 180 DAYS FROM THE DATE OF ISSUANCE, OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS FROM THE LAST INSPECTION. ,l„r• Porn,ainn SO4-021 Printed: 03-25-2004 SITE INSPECTION (PLANNING) File No. SO4-021 Name of Tenant: Washington Cities Insurance Authority Sign Address: 320 Andover Park E., Tukwila Date Photo Taken: 08-26-04 Sign appears to conform to permit application Sign appears different from permit application x Sign not installed (as of 8/26/04) Make new site visit and taken photo by (date) Comments: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director March 16, 2004 Mr. David Seely The Driftmier Architects 7983 Leary Way NE Redmond, WA 98052 RE: Sign Permit Application, Washington Cities Insurance Authority, SO4-021 Dear Mr. Seely: The City received your application on March 5, 2004, to install a monument sign at 320 Andover Park East. On February 15, 2004 the application was deemed complete for the necessary information to begin review of the application. 1. The current location of the sign will be within the site triangle for the north entrance. Signs are not permitted within entrance site triangles. Enclosed you will find a copy of the site map with the site triangle drawn on it. Please resubmit the site plan with a new location for the sign. On another note, the sign will be facing directly towards Andover Park East and would not be easily visible to motorists who are traveling north and south on the road. A suggestion that staff has is to have a two face monument sign, one face per direction of travel. The maximum area of the sign could not be greater than 100 square feet with no one side being greater than 50 square feet. If you have any questions, please call (206) 431-3684 or send an email to bmiles ' ci.tukwila.wa.us. S incerely, 13r don J. Miles Assistant Planner cc. File (SO4-021) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 City of 'kwila Department o mmunity Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 (206) 431-3670 411111111 Please print 14All ona I uR41,1C-6 A urliatiry 570 At v- PM• L . 0. Z77-7237 B siness Name Address of Sign Phone � ` /�, w , W6/ j�epyjloAto w� 7QDr�2 42r— 88/- 75r Tx p5�ci�ff�- /�I.1I1�-i"f ?q83 "-""� Applicant/Contact Address, City, St te, Zi , Phone Contractor ( T g, ri Address, City, State, Zip Q 3 sets of plans (dimensioned and scaled), including site plan showing: • Property lines • Streets • Buildings LTJ • Locations of all existing and proposed signs Sign elevations with area calculations and dimensions O Building elevations (for wall signs) Supporting structure and method of illumination One copy of valid Washington State contractor's license $100 application fee per sign, or 50 cents per sq. ft., whichever is greater. See back of form for examples Phone Is your sign a: ❑ Freestanding sign 15 or more feet in height ❑ Pole sign with face 30 square feet or more in area ❑ Wall sign weighing 400 pounds or more If any of the above are true, the application must go through structural review. STRUCTURAL REVIEW CHECKLIST: ❑ $84 for structural review (if actual cost to the City is greater, you will be billed when you pick up your permit). ❑ Construction details to describe the proposed foundation or wall attachments (see back of form for examples) ❑ Structural calculations for the sign; shall be prepared by a Washington State structural engineer SIGN DESCRIPTION How many signs will list this business? Freestanding Did building go through design review? 0 Yes ❑ No Wall WALL SIGNS: #1 #2 #3 #4 Wall area (length x height) where the sign will be mounted? (square feet) Sign size(square feet) Does sign face residential zones or public facilities? (Y/N) Exposed neon tubing is not allowed within 200 feet of LDR, MDR or HDR. zones. Does wall sign weigh more than 400 pounds?(Y/N) Sign illumination (intemal/extemal/none) I FREESTANDING SIGNS: #1 #2 Street frontage of the entire premises where the sign will be located (feet). Generally, only one freestanding sign is allowed per premises. I ry Feer _I Height of building (feet). Generally, signs may not be higher than the building with which they are associated s r elo- Size of sign face (square feet). Structural review is required for pole signs with faces 30 square feet or more in area , may-. 44- 5©. (=T Sign height (feet -inches). Structural review is required for signs 15 feet or more in height. /0 1` 6 U Distance from closest edge of sign to property lines (feet). Generally, signs must be set back from all property lines a distance equal to their height. (Z I 8 / r Number of sign faces / INSPECTIONS If the sign needs structural review, the applicant or installer is required to call the Building Division at 431-3670 for footing or bracket inspections. Footing inspections must take place before concrete is poured. Bracket inspections must take place before sign is installed. A structural inspection is required for all signs when installation is complete. The applicant or installer is required to call the Planning Division at 431-3670 for a final inspection. It is the responsibility of the installer to obtain the electrical permit and inspections from the Washington State Department of Labor and Industries at (206) 248-6630. SIGN PERMIT APPLICATION IS VALID FOR 180 DAYS AFTER ISSUANCE. I HEREBY CERTIFY that the above information furnished by me is true and correct under penalty of perjury by law in the State of Washington, and that the applicable regNirements of the City of iTukwila will be met. Date Zoning: Signature of owner or authorized ent) FOR OFFICE USE ONLY 72,E SO /- ?5-0.6 Phone Planning review by: O Denied 0 Issued 0 Issued with conditions Structural review required? 0 Yes 0 No Structural review by: O Denied 0 Approved 0 Approved with conditions /Tukiia Tram Hob8 gIgn .Area I Sign Area Is calculated by constructing a polygon around the sign using right angles., • Big Store \\ \ \ \ \ \\ \ \ \ \ \\ ..\\\ \\ \` \ \ \ .a\ \ \ \ \ \ 4 31=1' rulutti Building Elevation Wall Area Is calculated by multiplying the lehgth and height of the tenant space. -4) . �54 a�01. ,Se11an • . I - BLDG B Existing I. ~11.1111111111 Ng1 1 111111 1 Properly Lines West Valley Ilwy. SITEILEn S NC PLAN to Plar>I alt ..011. a•. 11 ant In It111 11.11 al.o total 11.0010 •Ile ILICI n1CAt 00011 111111 l Itat tt0101 ..ac.t t /0111 MIVVH r nlu CAP •4011U30 11 ICM* I 001 U[1011111)10 0300011001??Itin 1..7In?tllta.HCld1 atatt■000103? I?I? I0'01 11.11/tll�lnCet ?10w1IDnulnl 00? 0030ro a3 00 10111III 00ltl (0J 0 —11301 I>trnla 101 ttntn Wall Mount Detail For all wall mounted signs over 400Ibs:. • _ • —1" 1T•eLrt -00110* 'Tb Iota aWo 10ThT-A cJIlO "31„, A eVJ 01/ +/0. 1ICK P.0 T'11. • I./L. CO f4 -II 1 roll. Cid Footing, Detail )w applicant space and all existing & proposed signs. For all Freestanding Signs FXAMPI F nF RFfI iiPin In1�nR111tATIr' M STL. 'TEE' SECTIONS STEEL TRUSS SEE STRUGT. DWG'S. STEEL TRELLIS SCREEN PER r b" FOUNDATION PER STRUGT. METAL LETTERS 21'-0" N GIP GONG. —in RECESSED BD. =0 FORM 1 PATTERN - tr MATGH EXISTING, TYP. O I N GRADE FLAT GONG. SIGN AREA - REGE55 2" ()(At,\,,t) 140ELEVATION 21'-0" J SLOPE LEDGE TO DRAIN GONG. PILASTER NOTE: I) SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND CONCRETE REINFORCING. 2) ALL CONC. SURFACES PTD. - TWO COLORS. CONCRETE BASE FOOTING BELOW 2) ALL STEEL HAS POWDER GOAT PAUSED FIN. MAP ( 2,1,74 DEV ELppi✓itNT PLAN MONUMENT SIGN SCALE: /-II� I/4'=I'-0" The Driftmier Architects,PS 7983 Leary Way NE Redmond, WA 98052 (425) 881-7506 mail@driftmier.com DATE 03/05/04 BY RNS JOB 20312.00 3'-4" 14'-4" 3'-4" TRELLIS ABOVE I SIGN , CONCRETE PANEL ;1-r i �J - p `. �. I. i 1 I _ I I 1 �I 1 i` 1.... t 1. J SLOPE LEDGE TO DRAIN GONG. PILASTER NOTE: I) SEE STRUCTURAL DRAWINGS FOR FOUNDATION AND CONCRETE REINFORCING. 2) ALL CONC. SURFACES PTD. - TWO COLORS. CONCRETE BASE FOOTING BELOW 2) ALL STEEL HAS POWDER GOAT PAUSED FIN. MAP ( 2,1,74 DEV ELppi✓itNT PLAN MONUMENT SIGN SCALE: /-II� I/4'=I'-0" The Driftmier Architects,PS 7983 Leary Way NE Redmond, WA 98052 (425) 881-7506 mail@driftmier.com DATE 03/05/04 BY RNS JOB 20312.00 STL. T' STEEL TRELLIS GRID STEEL CHANNEL (GI2) SEE STRUGT. DRAWINGS GONGRETE SIGN PANEL BEYOND 7 - VI= MM. FOUNDATION PER STRUGT. 21-0" - 2'-O" //7 J 4" CHAMFER Zzt- . 2" X 1/2" D. REVEAL NOTES: ALL GONNEGTIONS PER STRUGT. ALL GONG. REINF. 4 FON. PER STRUGT. I' -O" SIDE ELEVATION MONUMENT SIGN RECEIVED 2004 MAR o .� G01,'JM(JPf'TY DEVEMENT SCALE: I/21= ILO' The Driftrnier Architects, RS 7983 Leary Way NE Redmond, WA 98052 (425) 881-7506 mail®driftmier.com DATE 03/05/04 BY RNS / KL JOB 20312.00 I" X I" X 3/16 STAINLESS STEEL ANGLE FRAME. WELD MESH TO FRAME. PASSIVATE FRAMES AFTERWARDS. 1/4" 5.5. CARRIAGE BOLT, NUT 4 WASHER @ EA. STL. TEE 3" / / STAINLESS STEEL WELDED WIRE MESH I/8" 5.5. PLATE CLIP TOP OF MT5 TEE TRELLIS SCREEN DETAIL SCALE: FULL SCALE 2'-0" 3" X 3" SPACED, 6 GA 5.5. WELDED WIRE MESH C 2 - 5/8"DIA THRU BOLTS TRELLIS SCREEN MT5 STL. TEE @ 24" 0.G. +/- 8" X 3" X I/4"" PLATE AT EAGH TEE - T5 4 X 4 X 3/16 TRUSS CORD SIGN TRELLIS SCREEN TOPREcEIvE® [MAR 0 5 2004 0Aluivny EvE opMEWT SCALE: 11/2'=1'-O' The Driftinier Architects, P.S 7983 Leary Way NE Redmond, WA 98052 (425) 881-7506 mail®driftmier.com DATE 03/05/04 BY RNS/KL JOB 20312.00 c8c9 o P CT - CO ZEI" CO pa. "-a co •—• =i1 1 CO 02 8 E cciogj a4 0 0 to C11 C5 C/2 6 WASHINGTON CITIES INSURANCE AGENCY ADMINISTRATION CENTER REMODEL TUKVVILA, WA LIGHT FIXTURE SCHEDULE Type Location & Type Manuf. Catalogue Number V. Lamp Notes Qty. Alt. Qty. Total Watts Alt. Total Watts E5 Monument Sign ExccLine GF3-H-70LXL-BRW-PCB-2 120 Wall mtd. up light 0 2 F1 Offices, etc. Lightolier VPA2G29PR23212050 120 (2) 32W 18 General 2 -lamp Parabolic, Drywall kit where recfcl. Qty in [] for N.I.C. tenant spaces 50 [216] 50 [216] F2 WCIA Offices, etc. Lightolier CF52PGW323 ' CF52GPW232 120 (2) 32W T8 General 3 -lamp Parabolic, Drywall kit where reg'cl. 89 89 F3 Toilet Walls Lightolier PT57148 120 (1) 32W T8 Wall wash fixture, set of 3 fixtures - 12 ft. long. 14 14 F4 Toilets & Records Lightolier VP58610MR132 120 (1) 32W T5 5," wide parabolic down light 18' 18 F5 General Wall Mtd. Lightolier P5 -W1 -4 -?-?-COLOR? 120 (1) 32W T8 Linear up -light with per -F. Screen 20 12 F6 Toilet Rooms Lightolier CW13X217-_V-[ballast] 120 (2) 17W T8 2 2 F7 Strip Light Lightolier 5N45132HPF-volt-ball- NA5YC40 CSF' 120 (1) 32W T8 Strip light for cove and indirect lighting w/ asvmetrical reflector 25 33 F8 Utility Strip Light Lightolier 5W45232HPF-volt-ball 120 (2) 32W T8 2 -lamp utility strip fixture 10 10 F9 Under Cabinet Lightolier TCU4OW 120 50 SPR 120 (1) 32W T8 16 16 F10 Surface Fixture Lightolier J54A232 120 50 120 (2) 32W re, 120 X1 Exit Sign & Light Lightolier LT -N -U -G -W 120 White housing and green stencil X2 Emergency light Lightolier E2 2 50L H12 W 120 White housing X3 CD co e C 0 4nC w co co cb• co " -4 03 `4 o CJlOzz cig i� 1 O O U.1 O O to r O C�7,1 WASHINGTON ADMINISTRATION TUKWILA, CITIES INSURANCE AGENCY CENTER REMODEL WA LIGHT FIXTURE SCHEDULE Type Location & Type Manuf. Catalogue Number V. Lamp Notes Qty. Alt. Qty. Total Watts Alt. Total Watts i Al Elevator Lobbies, Pendant Winona 3700-F-120V-OA-LBP/CMF- MOD 120 (4) CFT13W/ GX23 24" Dia. Pendant, 18" overall ht., Brushed Alum. knobs, fins & rods. 4 4 A2 Conference, Ceiling Mounted Winona 3701-F-120V-0A-LPB/CMF- MOD 120 (2) CFT13W/ GX23 24" Dia. Surf. Mtd., Brushed alum. knobs, fins & rods, dimable ballast 2 2 B1 Lobbies/ Corridors, Wall Sconce Winona 4302-F-120V-0A-MP5-STD 120 (2) CFT13W/ GX23 14 14 C1 Lobby/ General Lightolier 7132BU/8037CLW 120 (1) 32W TRIPLE TUBE Compact Flour. Downlight in ACT 16 16 C2 General Lightolier 71325U/8037CLW 120 (1) 32W TRIPLE TUBE Compact Flour. Downlight in GWS 19 18 C3 General Lightolier 71326CU/8087CLW 120 (1) 32W TRIPLE TUBE Dimmable Wall Wash Downlight in ACT 6 14 C4 First Floor Soffits Lightolier C4LV CCD 120 (1) 50 W MR16 Dimmable, 4" aperture, adjustable C5 First Floor Soffits Lightolier C4LV CCD 120 (1) 50 W MR16 4" aperture, adjustable 01 Conf./Training Room Lightolier 7132BU/8087CLW 120 (1) 32W TRIPLE TUBE Wall Wash Display Flour. Downlight in ACT 12 12 02 Conf./Training Room Lightolier 1102P1/1123WH 120 (1) 150W PAR 150 Dimmable and adjustable eyeball 5 5 El Entry Canopy ExceLine SP -A -10 -2 -HA -NA -WL -1 120 Wall mtd. up light at canopy; perferrated shield. 4 0 . E2 Exterior Building Fins ExceLine GF2V150MAL 208V 208 150W MH 14 14 E3 First Floor Soffits Lightolier NEED TO FIND RETROFIT TYPE FIXTURE. 120 (2) 32 W TRIPLE TUBE FIELD VERIFY EXISTING DIMENSIONS 24 26 E4 Parking Lot Light Gardco Gull Wing G1&-1-4XL/Q-400HPS-208- BRP- 120 Distribution & options per elect. plans & specifications 5 6 GENERAL. I. AT LEA6T ONE P'®' BEFORE E 606016 COSTRIOTIO0 COWTAGT PIELK. PERKS MOMS DEFECTOR AND SC4EOUE A PRECOWTR1TION M@11µ6. 2., WHET TIE UTLRTE5 118060TOR AT 206.433-0314 AT LEAST 46 IOIRS BEFORE STRUMS PRD.EGI.SITE FORK 3, E T A 16LIC YORKS UTOJ7Y DEFECTION AT LEAST 24 *ORS IN AD✓N4CE Of Cµ.1,38 206 -433 -OM. HE CONTRACTOR A5 T5 SOLE IMMOBILITY FOR PORKER SAFETY. AND DMV6E TO STRICTURES S NO O190615ER5 REYRLT i5 FRG,. CCONSTRLGTION OFERATIQ6. 5. TIE 00 00401OR SHALL HAVE THE PERN7(51 AND CONDITIONS TIE APPROVED RMS, MDA CURRENT COPT OF CRY OP EMU OFRA51151CTE8 DE51614 AND C611651110115TANDARDS AVAILABLE AT TIE JCS SITE 6 ALL PORK SHALL CONFORM TO 1)086 APPROVED 11RNOI65. ANY C1441615 FROM 11E APPROVED FLA/6 REQUIRED PL: -APPROVAL FROM TIE OMER, HE 4R0141EGT, NO THE CRY OF T KFI LA 1. ALL ME7/005 AND MATERIALS SHALL MEET CITY OP IUKMU MR)A516101102 DE51614 NO CONSTRICTION ST66V608 , UNLESS 011E2141SE APPROVED 104 718 RSLIO HCRK5 DIRECTOR 8.. CON36.401 R SHALL MAINTAIN A CURRENT SET W RECORD DRMINC ON-SITE .. 9.' 6011115601069404.1. PLT'IDE RECORD DRANN85 PRIOR ID PRO.1GT FINAL APPROVAL 10 CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR ML.LO MRCS APPROVAL BEFORE.INFUNE1TAT65L 11. ALL HAVE/Hifi FOR AUX FACILITES SHALL X DONE UNDER TIE DIRECTION OF A MASH9GT0 4 LICENSED LARD 9RVEYOR VERTICAL DATUM SHALL BE NAND FI88. HORMONAL DATUM 94ALL 0 646 63AI. FOR FRO.ECTS 161Mµ A FLOOD CONTROL ZONE TIE PHO6nEE L PROVIDE CONVERSION CALCUAT1OI6 TO WEND RM. . LL THE CONTRACTOR 591ALL 1101160E OR RELOCATE ALL 5616 DAMMED OR MOVED DIE TO CONSTRUCTION GRADING AND EROSION CONTROL NOTES 1. ONE ER09014 PREVENTION AID 5tD10E4) COHiROL 460)615601080111160600100630 RAW ARE MORN RE 36506475. 2 BEFORE ANY same 051URSANC6 ocaRe, ALL D048TREAel ER0601 PREVENTION AND SEDD164T CCN1RCL P141A:E5 NSG) 1151 BE CONSTRUCTED AND 01 OPERATION INSTALL MD MAINTAIN ALL MC M1A5AE5 ACCORDMB TO TIE SHE RAN NO THESE NOTES. 3.. ESC 1EAE RE5, INCLIANNS ALL P086151 R CONTROLS, 51W/ R54AIN M RICE UNTIL FINAL SITE CONSTRICTION 5 COMPLETED AND PHL4y1611 STABLIZATION 5 E5TABUSNED 4. FROM MAY 1 11F011644 5EPIEPEE R 30, PREMIE TEPOFARY AND PERMAIEt4T COVER MEA1RE5 TO PROTECT d5TIf2® AREAS THAT MILL REMA04INORKED FOR 5EV14 DAYS OR MIORE. 5 FROM OCTOEM I DAMN 'APR1L 30, PROVIDE TEMPORARY AID PERMANENT 604944154865510. PROTECT D51LREED AREAS THAT MILL REMAIN WORD FOR 1TO OATS 0R MZFE M ADOPTION 605HRP265RE5,1115 CONTRACTOR SACC PROTECT STOCKPILES AND STEEP CUT /40 FILL SLOPE$ 11. UL 6109 FOR 1108: THAI STOCKPILE, 0'4 541E 8 +4 GOVEZ MATERIALS TO COVER ALL DI5T11R0 AREA' 6. BY 20TOBER 6.509 ALL AREAS VAT PILJ. MINN 16100650 PANS THE YET SEASON fOCTOBHR I TRC SH 466130). 6LLCJ4 ALL 5®® AREAS. - UTILITY NOTES I, 61.L TRENCH EXCAVATION O' ERKnoW SHALL PEET CR EXCEED ALL APPLICABLE 91638 LAYS FOR TTEHCJ438. ALL TRENCH 5PFETY SYSTEMS SHALL MEET µ9N REGUIT 184)5. / :H1116 A 5' MOW NRZOI1AL 2. PLACE FOYER, GABLE FIBER OPTICS, AND THB'IOE LD155 IN A SEPARATION FROM OTHER ROME/ROI° URJTTES. 3. ADJUST ALL 6410440460616005194.5165311100161664418.00416106 041508115 AFTER ASPHALT PAVAN,. . WORK IN RIGHT-OF-WAY I: NEN ACTMTY 5 " 511EDED, INSTALL A 51641 MTI MNMM 114' - 'CN LETTERS 51417146 PEW4TTS OR COWAN( NAME f. •DAY AND EVEN% RLOE NABS: MFG U:. 340. 2. 06141.1.64651040115,516061116464116 BARRICADES, UCHT , AND 56FE1Y p010410251101114YPUBIC 11FFICITO 110Y OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN 11 51 0 51 N 5 16101 CLEARED NO 11E RI6HT-0E-0'/IAY 5 r . TMG 1106J1OA .. - 3 MADMAN ACCESS TO FIRE STATIONS, P1084110861015P108115046554601108116441118206641641,RINC' 1106.160. 4. MAINTAIN ACCESS TO PROPHRIYADJ0011/46 EXCAVATION OR SITE WORK. 5 PRSH0VE AND PROTECT ALL PROPERTY ADJOURN. . EXC,65161N OR 511E MORS.. 6 RESTORE DISTURBANCE TO PRIVATE NO MIMIC PROPERTY. INC I:062200. 1 D5TIRB4NGE OF SURVEY/106415415 NO.HAR106 REWIRES TIE DIRECTORS PREAPRDVAL. A LIL85133 9RVEYOR 9011. REPLACE DI51LRERD WON/E05 AND MFACM5. 0. COMPLY MRN ALL STATE AND CITY LAY6 6010 FROGED5R6 TO PROTECT REL10 FROM AGR PATER AND' µ015E POLLUTION 114C 1106310. 9. ISTALL TEMPORARY 501546110066108 RAMP IF PEL48E115 atoms,. TIG 1106.220. 10. COVER OP91 EXCA.VA11014 PUN NONSKID 51133. 1ATB RAPED TO.5EVATKN 000014138515616441 OF MAY SWAGE. TMC 1100.220. - 11. ALL STOCKPILE MATERIAL SHALL BE 5101.137 04 A 5410E MANNER TO PROTECT TIE 1181C_ CIVIL LEGEND & NOTES PAVEMENT RESTORATION L 110 PAVEE0 MOIS M RI6NT OF MAT 5 ANTICIPATED. SN0.LD IT OCCUR, 11161 COMPLETE M MRK PER HESE NOTES. COMPACT BACKFILL TO GO4PACTON OF UD5ILIZB D GROUND OR COMPACT BACKFILL TO MET CITY STANDARDS. 2. MITRE PAVEMENT TO 315 OR160NL CONDITION MEDIATELY F0LONM8 SKJSiLLIN6 CR MEN CORREIE 5 CURED. 51 EXCEPT FOR MINTER OR OTHER MEATIER CONDITIONS NECK PREABNT PAVW6, COMPLETE PAV58. RESRFAC.66, OR PACIUTY RERAC5E4E, • ON PRINGPAL ARTERIAL -MAJOR OR COLLECTOR STREET 041106 3 CALENDAR DAY5. • ON OTHER STREETS MTNN 'CALENDAR DAYS G FCR POLO PREVENTED CUE TO M611108 • PROVIDE A TEMPORARY PATCH. • PROVIDE A CON8T6,GTK14 5OE7012 6DOR6617.6 M196 AND MRCVS TO MINIMIZE TRAFFIC DISRUPTION AND TO COMPLETE YORK A5 CUIKLY. A5 POYS19.E. STORM DRAINAGE NOTES L ALL )E1100• NO MATERIALS SHALL MEET 6111' OF 1U PI A RimthER4n.RR T✓F51FN AND (014AD6X.T1 7,31fj , AND THE CADENT KIN5 6.0941Y 6606'4 NATER 57F5I141 MANIA, U4E55 011E•/9E APPROVED. 2. MMR[ ALL STORM DRNN INLETS PON WV ND HASTE' NO ELVEN MAINS TO STREAMS'. VRAI/6 TO /E111.09', 4401 41 OR MAINS TO 60/4ATEI ' A5 APPLICFBLE L- ORNERY CULVERTS SHALLBOTTCM SLEEVE/IT DLT 1846TH TO 15 945 E A MWMM SLOPE FROM THE EDGE OF TIE ORWEAY TO TIE 80TTOM W 110 dTCM CULVERTS 9ALL NAVE BEVELED BD 5ECTI016 THAT LAICAL TIE SIDE SLOPE - 4. SDSLE FAMILY RESIDB4B5 CONSTRUCTED ON LOTS CREATED BY 51WIV65106 µ16T PROVIDE 110 46PCVT DFLLTRATION 96501 ON INE APPRO./BD E AM. S WODDAIE FINAL 511E-0UM LOCATIONS NTH TIE 412)1Y DEFECTOR PROVIDE A MRE OR 8 WED - 4 -FEET AND LABELED STORE OR'ORNNSELE_ . SANITARY SEWER NOTES . L ALL METICOS NO MATERIALS SHALL MEET CITY OF MORA DFRASTRUGTUZE DE946N ND CONSTRICTOR STA/DAFDS. U4.E55 0110815E APPROVED. 2. TIE CO11RACT0R SHALL MARK TIE ENO OF TIE SDE SEPER, INSIDE THE PROPERTY LINE, NTN A 4 FO91 PRESIDE TREATED 2 X 4, BURIED M THE 6R0.W 4 FEET. 11E DRIED ED SHALL HAVE A 2 X 4 CLEAT HARM TO IT TO PREVENT 4711DRAMAL OP TIE STAKE. HE EXPOSE 4-POOT SHALL BE PAINTED TRAFFIC 10±Oµ ANO HE DEPTH OF TIE SIDE 5802 OR TEE SHALL BE INDICATED M BLACK PANT. 3, /STALL SANITARY. SEVER LDES AT LEAST 10 FEET IMMORTALLY. P€19, D EDGE TO ®0E: FROM ANY 0)516 OR PROPOSED MATER SIFPLY NO AT LEAST D I NCHES MGM HE BOTTOM OFA MATER LOC WATER SUPPLY NOTES L THE CO 410601OR SHALL INSTALL CORPORATE 5TOP5, NATER SERVICE LOB. AND MEMRS 1115 CITY OR 17.K1'LL.4 NEL 16TA11 T4f PETERS, 2. PR8SWE TEST AL1 NATER MADS AND APTIRT 4614,05 5 ROSH NO d50EECT NEK CLVA/D. OR REPAIRED WATER PLAINS 4. 116TALL 11051641DED JOINTS AT ALL BBOS. TEES. AND OTHt DRE61CN CNAMSE5. 5 ALL 044108 MA36 SHALL HAVE A EIOKOFP ..55@0Y AT L0Y1 POINT AND AN NR VAGUl1 MEP VALVE AT MGN F0111 OP NMR 6. 14 641666 A CLEAR ZONE ARCL6D NYDRA/fr CP AT LEA5T 36' MD TC 11/190 PORT SHALL PACE 51Rff1 OR FRE ACGE55 1 THE INSTALLER 1T A FRE LRE B66110L 1'1 PREVENTION DEVICE INSTALLED OT5DE TIE EU DM6 C41D' U DER6ROLID. SHALL NAVE A LEVE III 2ERnFiu1E O CCOYPETB4GY OR A LEVEL U CO11RACTOR5 60840 ATE OF CONPE1E1 1. F THE 181411E2 6 DIFFERENT TAT TE 54160110// PREV94ION 115184011 11811115 56TALLER MAT STA/4.516N MD DATE TIE RA/6. 04 ADDITION TO TE DE516tERS STAMP, 96NATRE AND DATE 6. 116TANL KATE) P64W CRO`fA6 `AER UNE, 50 TAT TE BOTTOM 4F TAE RATER WAIN 5 AT LEAST 1 U4GE5 AB04E 110 TOP O TE 59011 LOCATE FILL SECTION OF NATER RPE 5O 11AT 1T5 MIDPOINT IS AB04E M ;BER RPE AT M CR05608 THIS IWT61.L61 1 KAY REp1ME 5 IAL STWIC1IRM. ' 9piNDR1 POR 1115 PATHi AND'AER PRE 4 (*Tµ1 HATER SUPPLY LINES AT 16151 IO FEET HRZONTALLY, 4094190® ®6E TO HE/ERROR ANY EXSTW OR PROPOSED SEER AND AT LEAST 16 MORS AEOVE 110 TOP OF A 55E2 CONSTRUCTION SEQUENCE 1 BEFORE ANY 60 6160TION OR LEV$0REO ACTIVITY, A PRELCNSRLI0TION ogIET148 MST 5E IBD B E1YE34 1X15 CITY 0P 111/4LA 1415 90000AN4T AW TE APPLICANTS 0061611044 REPR)5ENTA11VE 2. VER1FT VERTICAL AND MORIZO4A1 LOCATIONS OP AL1 0:15756 UDER66010 UTILITI6CONTACT ALL UTILITY COWANE5 NAT MAT EE EFFECTED 9Y 1E FROR0155 60181RUCIIO1 TIE OE CML 411EER $.800'424-5565 3 MAINTAIN ALL 07051118 UTDJTT SERVICES 041106 GO61RUCTW/ 4. VERIFY 6RA0F5 PRIOR TO TO 0061111101/ RA6 CAEARIN6 LIARS 5 1181051E TREES. STRUCTURES ASPHALT. 51DEAALK5 AND UTI11ES AS NOTED ON THE RAW, 6 A5 SITE PORK PROCEEDS ML RUNOFF SHALL BE DIRECTED TO AROTEC1 D MA5TRO) INLETS - NO UI6ONTROLLE9 SURFACE HATER SHALL E ALLd® TO LEAVE T1E STE AT ANY 160 gb11) 001810811011. USE &SD TO CAPTURE 58:111611 PRIOR 10 060446616E - RH40A/E EXCESS MANN:ED MA168115, (RASH OEBR15. MD PA6TE MATERIALS. 05PO5E OP IN AN A111H10WffD LOC.4T1O1 AT NO COST TO TME OPER - 1. 6. GLEAN STORM ORAMA6E SYSTEM Cf ALL 5EDDER ANO DEER& MAINTAIN 1@NRART 0205651 60111ROL PAGJ1IE5 UNTIL 5,1E PORK 6 GOMPLEDID . LEGEND n P O 441 STORM DRAIN MANHOLE STORM DRAIN CATCH SA51N STORM DRAIN LIFE FIRE HYDRANT WATER VALVE -, WATER METER' WATER VAULT 4P14' - PRATT Iµ010.61 R VALVE m FIRE CCONO4EC1ION -'� - WATER LIFE . • 665 VALVE SAS LINE PARKING LAT LIGHT RAILROAD TRACKS LEGAL THAT PORTION OF LOT 6 OF 12004608 INDUSTRIAL PARK NO. 3, AGGORDIN6 TO PLAT REOORDED IN VOLAE 76 OF PLATS AT PA6E(5) 6 AND 1, IN KING COUNTY, Y4A5111N61ON.111146 5011714 OF A LINE YNICH 15 165 FST 5WTIERLY OF AND MEASURED PARALLEL TO. THE NORTH LIE OF SAID LAT 6. , ' Ir' IR W)W.E.21254 GAP SET(PROPERTY GOR:) PARLIN6 LOT LIGHT (FIXTURE 24) 4q FLOOD LI6HT (FIXTURE 155) O UP LIGHT (FIXTURE E2) O I14L21 PROTECTION SEE DETAIL AREA OF PARCEL 7314341 50: FT 1.611 ACRES SITE PLAN NOTES 1 SPACES ' 940.1 ON 114E RMP REPR5EM A PARKINS PLAN DEVISED SY LO0AnNS THE EXISTING CORtERS OF PARKING AND. DEVIDIN6 TIE DISTANCE CALCULATE BY 65' TO 4d. TOTAL PARKINS SPACES • 84. 2. REMOVE ALL EXISTN6 PERIMETER O1R85 (EXCEPT • SIDE ALALIA. PRCA IDE ICH EXTRUDED CURBS PHR.DET. �\ 3. NEN LANDSCAPE !SLAWS. REPWE EXIST. PAN146 4 BASE COQ 00004 TO NATIVE 96 66600. AFTER CARESS ARE IN PRO61051 TOPSOIL FILL PER LMD5GAPE DRANN65. 4: OVERLAY EX15TU16 ASPHALT THAT IS 114114416011, CRACKED, ETC. µ1N REPAIR MB4SRA3E PRICK TO OVERLAYMBIT. REMOVE OR 6WND'TREE ROOT PROTRUSIONS FLUSH A5 NEEDED. SHADED AREAS ON DNS. ARE APPROX. EXTENT VERIFY INFIELD PRIOR TO BD. 5. OVERLAY FXISTM6 ASPHALT YV 1-1/2* M81 CLASS B. PREPARE EXIST. PAVING PER AT1AC4ED SPECIFICATION 6. SEE LI6NT1145 SCHEDULE FOR L814T FIXTURE TYPES (E-2, E-4 4 E-5).. 1. REFER TO CIVIL.LE6END AND NOTE ON 1545 SHEET) FOR INFORMATION 4 RECUIRMERI5 FOR SITE CON8IRCTION REFERENCES THE PLAT OF A6470V9i INDUSTRIAL PARK. NO. 3, RECORDED IN VOUA'E 16, AT PAGE(S) 6 AND 1, IN KM6 COUNTY. WASHINGTON SITE PLAN LEGEND & NOTES STANDARD S1REH61N - !RATE FILTER FRAME 6ATGN MSN NOIEJ 014.1 TO 96 USED MES PO DINS OF MATER A60VE The OMEN BASIN MILL NOR CASE TRAMIC PROOLEM64 AMO MER DVI3L1 014 MIL NOT RE53LT M EROSIW OF 9APFS. Hig21E4 THIS REAL 5 011,Y SLPBATIG ANT INSERT $LG4461 &ETHAT NAS MK 05 CP.. OP STCRA6E. MEA MEANS TO O611611EKATER M STORED . ALN OVHWOI594N0 D CAN !C EASILY eWNTA eD. MIAIN4T81ANGF STANDARDS 1. ANY AGCI0L.A1ED SR91YE4T CN CR AROUND T! FLIER PAERK. 91411 BE ROWED 09EDATELT. 5®DEI1 SMALL NOT RE REMOVED MTh MATER AND ALL SEDIEIT MST SE DISPOSED OP AS FILL 01M551TE OR NI/LED OFF-SITE. 2ANY 5®D'E0T 1611e GATGH DASH MEW SHALL SIE REMOVED MEI M 5moe4T HAS 171® ONE THIRD OP M AVAIU0.E 5TORA6E M FILTER MEDIA POR M MORT SHALL EE CLEANED OR R6LK00 AT LEAST 00514.1'. S. REGULAR 10.91181AHGE 5 EAMON. FM 'BOM P0R•l•S 00 CATCH BASIN PROITLTIOH 1.00.112 MANY FORMS OF PROTECTOR THAT PALL 6RADUALLY, CATCH 666111 PROTB611CN HILL PAI. SWDELY AND COHREfaY P NOT 14AMTA1® PROPERLY. MPw• • MS A Oft u• •u wEns mms 1 600111'4)• IG kr-0.1 UTILITY EASEMENT I b0''-0. 5E113ACK NOTE REHOVE ALL BUSHES AND TRS ARCM, THE 0JL01) G MINN 1a OF FIRST FLOOR WALL. se LANDSCAPING ISLAM FOR HEM • 01050408128 -- L LINE OF ROOF LIRE OF 6RO S) FLOOR TINE. G5. REMOVE EXISTING GRAVEL PIGN0 AREA, 5 66.4533• E 301b1' A5 NE7ER BUiCD/NggggQF AREA = 16.581 SF 7114194 EY NOTE:. 6E ERATOR SHALL MST ALI- RECILAREHENTS OF TIE CITY OF 11A04LL4 NOISE STANDARDS (CAAPIHR 6.22 TUCYII6 60 440IPAL cove] ON PBV PAD Nat TRASH ECLO5RE SEE DETAILS co,}7`. AOff" 1 8-0 The Driftmier P• S. 7983 Leary !ay NE Redmond, flA 98052 (425) 881-7506 mail@driftmier• com W_iSH:_ IGTON CITIES INSURANCE AUTHORITY 320 ANDOVER PARK E., TUKWILA, WA 98188 PERMIT SUBMISSION SET SITE PLAN 166' TEC. 5YAQ5' 15 SPACES • 4'-0' • 135-0' - NOTE: PROVIDE INLET PROR5Gn0N IN' STREET CATCH BASINS IN FRONT OF PROPERTY AND THE 1st ONE NORTH AND SOUTH. 55'0 \ REGISTERED ARCHITECT SA., 51*111 , 05.. STATE Of WASHINGTON 110 °41 110AREABSOI°6001 «m 60 540 16 MAI ROW! n•FI11(1N N 15(5 I566IECT CSA R MIS BABA 41 MAR IRII• •OmOR IM M111HR. REVISIONS NO. 000RPTION J .DATE Q SIGN man REV. 479/9/04 ISSUE DATE: 5 WREN ' 2004 DRAWN BY: FINS CHECKED BY: DRS PROJECT NUMBER: 20312 w www www aam w1 a a4 ACALFM SHEET NUMBER: A 4 A I