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14-104868 • , Sign City of Federal ay Comm unity&Econ.Devv Services Permit #: 14-104868-00-SG 33325 8th Ave s Federal Way,WA 98003 Inspection Request Line: (253) Ph:(253)835-2607 Fax:(253)835-2609 p q 835-3050 Project Name: QUALITY INN/O'REILLY AUTO Project Address: 1400 S 348TH ST Parcel Number: 202104 9055 Project Description: Installation of(2)freestanding signs in accordance with approved combined sign package. Owner Applicant Contractor QUALITY INN&SUITES TUBE ART DISPLAYS INC(GENERAL) TUBE ART DISPLAYS INC(GENERAL) 1400 SW 348TH ST 11715 SE 5TH ST TUBEAD'311QS(6/30/16) FEDERAL WAY WA 98003 BELLEVUE WA 98005 11715 SE 5TH ST BELLEVUE WA 98005 Additional Permit Information Comprehensive Plan Designation Commercial Zoning Designation. CE Enterprise CONDITIONS: The landscaping around the sign must be equal to the sign area or 110.5 sq.ft.Landscaping can include evergreen shrubs,deciduous shrubs,vines,groundcover or grasses.Low maintenance plantings are recommended. PERMIT EXPIRES Monday, April 6, 2015 Permit Issued on Wednesday, October 8, 2014 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and t e City of Federal Way. ' or agent: ��-T IL�N l C �!�) �I v Date: / As- Owner • 42 Sign City & - - Federal Way Permit #: 14104868 00-SG" Community&Econ.Dev.Services 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253)835-3050 Ph:(253)835-2607 Fax:(253)835-2609 p � Project Name: QUALITY INN/O'REILLY AUTO Project Address: 1400 S 348TH ST Parcel Number: 202104 9055 Project Description: Installation of(2)freestanding signs in accordance with approved combined sign package. Owner Applicant Contractor QUALITY INN&SUITES TUBE ART DISPLAYS INC(GENERAL) TUBE ART DISPLAYS INC(GENERAL) 1400 SW 348TH ST 11715 SE 5TH ST TUBEAD*311QS(6/30/16) FEDERAL WAY WA 98003 BELLEVUE WA 98005 11715 SE 5TH ST BELLEVUE WA 98005 Additional Permit Information Comprehensive Plan Designation Commercial Zoning Designation. CE Enterprise PERMIT EXPIRES Monday, April 6, 2015 Permit Issued on Wednesday, October 8, 2014 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington /61041and the City of Federal Way. Date: b~ - ' `t,,�- Owner or agent: • THIS CARD IS TO REMAIN ON-SITE CITY OF Construction Inspection Record Federal Way INSPECTION REQ TS: (253)835-3050 PERMIT#: 14-104868-00-SG Address: 1400 S 348TH ST Project: KC INVESTMNETS FEDERAL WAY, WA 98003-8949 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. El Footings/Setback(4110) ElFinal-Electrical(4055) ❑ Final-Sign(4085) Approved to place concrete Approved Approved By Date By Date By Date ❑ Attachment(4010) Approved By Date ❑ Rough ElectricalEl Final Electrical El Right of Way Approved Approved Approved By Date By Date By Date SIGN PERMIT APPLICATION CHECKLIST ■ MINIMUM SUBMITTAL REQUIREMENTS APPLICATIONS WILL NOTBE ACCEPTED AT THE COUNTER UNLESS ALL REQUIRED INFORMATION IS PROVIDED X COMPLETED PERMIT APPLICATION X APPLICATION FEES a( TWO(2)COMPLETE SETS OF PLANS(ASSEMBLED AND STAPLED INTO SETS) X MINIMUM PLAN SIZE—11"X 17" X PLANS DRAWN TO SCALE AND SCALE PROVIDED X SITE PLAN: 'Scale (1" = 20') .6 Location of ALL proposed signs, including refaces North arrow Each sign alpha labeled consistent with application i,r'Property lines and building footprint eLocation of all existing signs to remain Location of suite, if multi-tenant location of all existing signs to be removed • BUILDING MOUNTED SIGNS ELEV. -ON D .WINGS DDETAI = , Sc. e (1/8" = 1') ,— -. e ocatio and size of all sigr.ge including: ign terials, color and • minati• type sting signs to b= emoved y- Act I weight of sig •r individ . letters ❑ xisting signs .'remain o -ach facade y- Cross-section s '' ing scaled idth of sig►. .. Proposed ns if canopy or -, ning, show entire build. g a •imension •f each buildi►• face or suite .Cade including Wing/canopy an• eme . Calculato• total building ace area ❑ Meth,: •_.- . ment, size/W. • of / ❑ Calcu ed total sign f•.ce area • • • ector AND / I / Cal, lated total are. of individua i•n.•- - ❑ ite-specific installation •- ails (what sign is �/ .mponents (letter., num.- •gos, etc.) attached to in field), p :cement and • Each proposed si;,n alpha I.•eled consistent construction ,with application v ❑ Each proposed s.•n alpha labeled consistent with applicatio ■ FREE STANDING SIGNS PTV SITE/LANDSCAPING PLAN .A ELEVATION DRAWINGS (IN ADDITION TO OVERALL SITE PLAN) • Scale Minimum scale 1" = 20' Sign materials, color&illumination type Footprint and dimensions of sign Sign face/panel/base dimensions Setbacks from property line(s) Calculated total sign/panel area D Base materials &how harmonious w/building Show point of measurement for location of property line(s) using fog-line, sidewalk, Foundation type and/or edge of pavement Alpha labeling consistent with application d Show location of driveway and street 0 Footprint and dimensions of landscape area CROSS-SECTION Type &location of landscape vegetation Scale Calculated landscape area Edge of landscaping area (minus footprint of sign) Existing &finished grades surrounding sign DETAILS ❑ Total sign height from average grade Foundation/footing information ❑ Wind load calculations (for signs 6'&over) Bulletin#102—January I,2011 Page 3 of 4 k:/Handouts/Sign Permit Application • TYPE OF SIGN(S) (Indicate number of each) PERMANENT FREE STANDING: X MONUMENT PEDESTAL POLE TENANT DIRECTORY OTHER OTHER(Describe) PERMANENT BUILDING MOUNTED: AWNING CABINET CHANNEL LETTERS TENANT DIRECTORY OTHER(Describe) • DETAILED SIGN INFORMATION FREE STANDING SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT(Fr) WIDTH x HEIGHT x#OF FACES NO/INT/EXT YES/ NO (FT) A monumen 10' 5' x 2 = 110 int no 12' 6' B monument 10' x 5' x 2 _ 110 int no 12' 6' C x x = STREET FRONTAGE(LINEAR FEET): 160' 30' BUILDING MOUNTED SIGNS SIGN TYPE SIGN AREA(SQ.FT.) ILLUMINATED? BUILDING ELEVATION EXPOSED BUILDING FACE WIDTH x HEIGHT x#OF FACES NO/INT/EXT (N,S,E,W) (SQ.FT.) A x x = B x x = x x = D x x = E x x = LARGEST EXPOSED BUILDING FACE(SQUARE FEET): **FOR OFFICE USE ONLY** ZONING DESIGNATION: PROFILE: 0 HIGH ❑ MEDIUM ❑ LOW ❑ FREEWAY BUILDING MOUNTED SIGN(S) FREE STANDING SIGN(S) AREA PERMITTED: AREA PERMITTED: AREA PROPOSED: AREA PROPOSED: LARGEST BUILDING FACADE: STREET FRONTAGE: NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: Bulletin#102—January 1,2011 Page 2 of 4 k:/Handouts/Sign Permit Application • • Me WED• q_roV EZ, r _54 CITY OF 4;''' * SEP 2 2 2014 SIGN PERMIT Federal CrTTYaoF FEDERAL 'PLICATION CDS • PROPERTY INFORMATION SITE ADDRESS 34720 Pacific Hwy S SUITE/UNIT# ASSESSOR'S TAX/PARCEL# 202104 9065 and 202104 9055 02 ZONING DESIGNATION CE • PROJECT INFORMATION TYPE OF PROJECT(Check all that apply): XNEW 0 ALTERATION ❑ REFACE 0 EXEMPT XELECTRICAL(To attach to existing J-box-include on this permit) ❑ ELECTRICAL(New/altered circuit&J-box added-separate permit is required) NUMBER OF SIGNS APPLIED FOR WITH THIS APPLICATION: Wall Mounted: Freestanding: 2 TOTAL ESTIMATED PROJECT COST: $ 25,000.00 DETAILED PROJECT DESCRIPTION: Install two monument signs BUSINESS NAME ON SIGN: O'Reilly Auto & Quality INN • PEOPLE INFORMATION SIGN OWNER: NAME: O'ReiII Auto & QualityINN PRIMARY PHONE Y ( ) MAILING ADDRESS(STREET ADDRESS:CITY,STATE.ZIP): FAX NUMBER Site Address ( ) CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: E-MAIL ADDRESS CONTRACTOR: COMPANY NAME APPLICANT NAME OFFICE PHONE TubeArt Shawn Bowen (206 ) 264 -2954 MAILING ADDRESS(STREET ADDRESS:CITY,STATE,ZIP): CELL PHONE 11715 SE 5th ST Bellevue, WA 98005 ( ) CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATE: FAX NUMBER 200010179500BL ( ) CONTRACTOR'S REGISTRATION NUMBER: EXPIRATION DATE: E-MAIL ADDRESS TUBEAD*311 QS 6/2016 APPLICANT COMPANY NAME APPLICANT NAME PRIMARY PHONE same above ( ) MAILING ADDRESS CITY,STATE,ZIP FAX NUMBER ( ) RELATIONSHIP TO PROJECT E-MAIL ADDRESS ((Contractor ❑ Tenant ❑ Other PROJECT NAME PRIMARY PHONE E-MAIL ADDRESS: CONTACT Shawn Bowen (206 ) 264 - 2654 shawnb©tubeart.com • SIGNATURE I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that I am authorized b er of t above premises to perform the work for which the permit application is made SIGNATURE DATE: 9/1 9/2014 COMMUNITY DEVELOPMENT SERVICES•33325 8"AVENUE SOUTH•FEDERAL WAY,WA 98003-6325•253-835-2607•FAX:253-835-2609 ,. e 6 ? N ..‘ EDGE OF PAVEMENT m e s Ili .11 NZ,Co 1v ;; -1 si��2G> cNs, N H , - Q .— ,3om 1 vmv)4-- 1o3) '�: .2.00' 1- - , . . , ......1,\_,__ . 0....f._1 ,_ 4) 41 , ... EDCl T �Zz m m 4 - v �P, mcK I 4 o 1• e • �- 1 P ZmG� .� oo t' 01- iwo. ' M 4 vni o -1z_1 .�.1 . ts:JA lit?s Vt, z� c 0cr_0 u) 3ES @ 9.00'=45.00' � 9,00'�. 4 SPACES @ 9.00'=36.00' � �X vm C,>Z I I V m rn 0 --nnCo , _ N N rn ~ m 0-< �I�I . O 0 xi 0 0 N iI;I `"� o 4. esi a 0)T •A% @ 9.00'=45 00' 8.00' 8.00' 8.00' 4 SPACES @ 9.00' 36.v'' ' •ICI '� per- ZZ pp CO O� co e rill \A cn Al. co m / co • I i p -. '_ NI 1 lig 0 .• • co V / 6 3' I ::: ix ` ` I V J , c.s iriz\ \\ co m� �� rn.Z\ ,1 k �' w n o N `��m ��o °? o D C . rn \c o\o� ry CO m = 75 CO <::?- \ ""1:3 9 , , h, it Ni„, i,,,,oi,., . , 1 ,,‘ me:11c:),cy.,, C/) X . '" '41ti , N'co - ( CITY OF FEDERAL WAY CDS '" 124,Lsliney..4,thLtada.16= THOMAS A. LUNDBERG 9 ARCHITECT J R®�91� muff® ppp4� 34720 PACIFIC HWY S. W ZDSOm,pATERSON FEDERAL WAY, WA 1736 East Sunshine,Salle 417 417.862.0558 7. N SFRINGFIEtAMSSOIJ 6590! . . °" M'°P"°"E Springfield,Missouri 65804 Fax:417.862.3265 — (FEDERAL wAr/0 e-mail:architect@eslerlyschaelder.com rTh \` ‘TA a.y 7-1 iti aniac:tna and install ene(1)new WILED ilium.cabinet. OAP laces le be formed embossed.Secondary Mite Jenard pads. 0 Fabrtatedcabi let with 2/14r retainers with 2'divider bar and White LED iiluntiriation. (j Cabinet installation,pipe and footing by TAG.Base Stone Veneer TUBE ART GROUP Pleases not that retainers must be removable for service for monument type base. (Rustic Ledge Stone SavAooth)by sub contractor). Cabinet to have internal nmunting plates as required to match footing/base.Base and _______ se titta afrta ietstinns to be by others.Paint cabinet to:Gloss Black 4-.0 Smeadisrkm11 L1,i1111 fates.piiiedthyothers,;pan:'tswi9fre 11713 s,;.5:I,,;,e_i "OAP"-Faces are formed out of lexan With 2'"draw. "O'Reilly"graphics are double lsrattdlactyreji$yat)tP. and 1 iipIto IACGttor*WWI I s WA 9soas 24.2.232.t 22 embossed,"Auto Parts"copy is single embossed with painted graphics on -T111n!Fsr.s tby i s00.562 2854 2nd surface, Graphics to math PMS 200c Red,PMS 342c Green,Black a.-t',ih*-nTstthin t 1]tftir.Avill the iiiit inxt am Fa 205.221.1123 and White. - - 2'-0 "Cabi, 10' 6"Cabinet �`- ' TUBE A R T GROUP '-1 1/2"V.O. !.1- "u -'t'74:- 1705 4th Ave South, Seattle,WA 98134.1514 1206.223.1122 I 800.562.2854 I Fax 206.223.1123 r - , , j ' + j1 Calculation 2012 IBC Exposure: l B I Wind Load: 90 I MITI • Date: 7/30/2014 t` `v f Ali t g-- -4 ' )Design Wind Pressure p=CeCgCt-1 co Job Name: O'RelitylQumiii. ality Inn o-15 18.05 ! N silly Location: Federal Way 15-20 19.51 iv oPA.RTS Calculated 8y: sb 20-25 20.97 Wind Load $-90 25-30 22.13 1 30-40 24.46 o 1 Overall Height: 12'0" 40-60 27.66 0 60-80 30.28 i i `a- > 80-100 32.9 p ' Section �uq Ft. - Height to j r ---` +Section Height Section Width Area Pressure P.S.F Force Lb. Cntr-FL Moment Lb:FL 0 00 -,a fly-off:ea! A 12.00 113)0 132.00 18.05 2362.60 6.00 14295.60 6 0.00 0.00 0.00 0.00 _ ITN & SUITES.. 0.00 0.00 0.00 r D . 0.00 0.00 0.00 0.00 r _ _ 0.00 0.00 0.00 0.00 b„-___ ...-= _ Totals 132.00 2382.60 14295.60 I.11111111111 no IMEMB 12 .-.F-.)7"-' ,I S req= Moment Lb.-Ft..total)X 36 X.6 X 1 S `•ee" t 7.34 in3(For Single Pole Sign) _ 1000 -fir I Moe_ - (Description or Pipe Required Wall Lb./FL I Sm.in3 Il 1 -.-Iai_--_- _ I A P q immurarmitmaim Fli ot 1 OA4ian A _6" SCH 40 PIPE0.2818.878.5 X I �= -Option B 6" STL SO:TUBE 0.25 19.02 10.1 I l Foundation Calculation- (•1500lb#Foundation I Lateral Pressure) - • L-V-77-j: Single Pole Sign 2.38 _ Double Pole Sign pp== 1.19 h= 6.000 _p �'� 1 -L iSWngle';15787 e.4 'e - - A= 2.34 X p ( 2.38 ) A= 2.253 _ L -T_��_, _ 1 5 I /3 x .3 I 3.5 [ 3.5 I - Y �_� `- 1-' tLaL0$F) (Ftg.wwii:h) (Fty,tergtn) °�° RESUBMIUED '1 Side View Tenant Cabinet '- ._. (63.00 sq.ft.) 712U 4.551 Scale:3/8"= -0- Scale:3/8"=1'-0" Ili d= A 1+SQRT( 1+ 4.36 x h ) d= 5.127 ' o4i 2 APR 2 4 2015 ,.,� Fong Oiinentions Width. 3.5 y --- (, `� LenghL 3.5 CITY OF FEDERAL WAY 119 4, _ Depth: 5.127 CDS �� Yds:Concrete-i'I2.32596 if of Bags 125.60 c48146 ---,--. ... , I J ,.e y fil ..-- _ - - RESUBI��IITED Oq ___ ,._ I, , k sf9n -t--A&e rAi=; 11D j. �� A CITY OF FEDERAL WA'( �. �� CDS I t..0 W 3ri1 LU. ` U \._, + I �. t t r�r0 \f":7 vJ {�#W \ t \ �� \ 1-, •272 1 VI r. . \Ill \1 --> \ t — 1 1 .., .....1 cii, . z. — c',4 . : I I \\1\ \ \ 9\ ,\„.1.\\\:(.114(:),-(3, oz oz CC Ou. 0_ O w e 1 . ,...\\- \ c� . '9R1-c- 0 4 C14 �� ,iela \ or) itilah. 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'JET`•1 I 1 PST' 1 �'-1a--1� y?i PRIOR TO 3U8MITTID BID AND STARTING CONSTRUCTION. 11 t h C.COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT a I COW-WALK CONC.WALK S33°12'46"W j-__ ____� w' i� . .. 6 CURB CUTS°�-- a ) CURB CUT • Z.9Z' WINGS. eDpe.von.culls �" 4WD?FACILITY I ASPHALT DRIVEWAY NCR`E'CFACI27:D6,IDOE8 E S]Q°ZQ-'59"E 258.68� ��� , .,�� r•• i5• R705TRUCTURAL PLANS FOR DEVELOPMENT OF SIDEWALKS E LOT LINE �� , �"'�' ® ACENT TO FOUNDATIONS. f I EX.ASPHALT DRIVEWAY +�' �� &BE& ._ ` — — 4 a5 R6' KEY NOTES: { saw' \ [ 5,SE/RACK O ro COAC VERT CURB_ - - Nto ■■ 17 ® • Oj CONCRETE PAVING: A O� ® .. p. _. •; . . iili.� fY '. REFER TO DETAIL 1/C3470. �' � vo � _.1,t4 ,r-R s....� •�/ -FAC(U7Y SMNT _ oroALTERNATE#1: T 1 - ,_.-''- . ' ® ;! No.WATE2008022800E1018 O '� 4,,L ASPHALT PAVING REFER TO DETAIL 2/C3. 401111,11�� !'..g..._ �� j __J_ O/-� CONC. x N'3, Nam' REFER TO PROJECT MANUAL A __�` 3 'i! - 3 '' `, Z-N a S n p CONCRETE PAVING: 0 IMPROVEMENTSSHOWN4 4 .....�$ t <S .( jl /33. A •• r < t:., \/`,� a`,, N pO-.b- O S m o ~� li REFER TO DETAIL 1/C3. • c, �° a O3 CONCRETE CURB:�t 2950� - �ffOD' 6' B8.33' 74.00' 35.84' ;2400' x , a I" / ,-4. ,�_o N y o1^r^ REFER TO DETAIL 3/C3. FOR PAC1FtC HIGHWAY S ■ _ .,;; / �' �� i ' \ `,�, cc A. - '" . •ARE NOT PART OF THIS � * 7;° <.* - ,;, ...... � X' _ 'It �+, Naz pr- Zi G I PROJECTANDARE TO BE �'_ 1d _g c © • Ith : Y O %,°, `' i `�S.t^o`A4� 2 OZ` O4 CODRETE SIDEWALK: G/J g 'CONSTRUCTEE3 BY (( ,© G ; • Ni'• © ';7 ! t V X�` � , 1.-�gA iP� 0, N' REFER TO DETAIL 4/C3 •et • TIw ® .3.v1.. • .'�•i � Z`i Z A �< \°,f OTHERS. "'777 "" % , d�"9 0 4� 'o tr • 1. f '�'v,; ,1., f�_- , G Us A o tt ' t f 't > - t 1�: ,L, ,,�, s� g i m u` z u. •t 5 CONCRETE DOOR LANDING: i ,� . i < 7 t ♦ t ! \ u+ Z ,�., t� o O REFER TO DETAIL4/C3 AND STRUCTURAL DETAILS.RAMP PAVING CP Cr' SEE SHEET CC5 FOR t ra ,® _ Re!!y Auto Parts ® < t ! •i \ `�' , .`Oo 9' AS INDICATED.LANDING CAN BE POURED MONOUTHIC IF I R. DETAILS F�2 tD.CsRK 7O I � O1 �3 3 � 'A. /•7/ SE X 88'�`// <• ''' �{ �'', \ `^ , ,,`, 6 o� $ CONCRETE PAVING IS USED. E. l V ERIGEfT-CF-WAY I; ��i �i� A a4 /// �~.r,Y,. '�f�Y \ \ o O ENTRANCE'$ S86 FT.=T,83D :t,:i 5 - ::< z o u, Q NN _ .T- .d4 v.. 14t�' r •<:,__�>v.rl':t.". L> 4 a 6 STEELROl14RD: -47- _ DOOR ftOORELEVATIQ',F289.0(T(f.F.E t [� • 4�: 'y,� \o °L REFER TO DETAIL 6/C3.PROVIDE(2)AT TRASH PAD AND a � ,'Y - I ;SUCCEEDING SHEETS TO BE 100.02'J �`; {Qe"d '1,1� $ OVERHEAD DOOR,PROVIDE( AT SIDEWALK REFER TO �, i[ / • E% © `� `` �'N ! !0:ATb0N FOR LOCATIONO7 SIGN:• C3.• • • 7. O P RAP, C3. 61,221101.61. 14.1 I ENER• ESMNT ST ''.`: m ! • <i,:X < = x 1p�P� e v: ;; V SGCFY saw" - ' :+ A '' ® +l © / /.v:.,e'•"/ o Y' • <<�•j. `` O9 HANDICAP PERKINS SYMBOL: a / 7t t k '=r'i<• REFER D AIL IC3 41t+CO^ �`: , ' _r A t < } ♦ J ♦ < „ >- .•,,, t < t : :': -' L. R Fi.: ♦ t - 10 HANDICAP ACCESS UNLOADING ZONE: Z R - -:t b ,. ! YY.E•'.`: '<w.:.. c'::. .o �. try z ' _ 3" SLOPE 2%MAX-EACH WAY(AOA COMPLIANT AND STRIPE AS (; o o „ .:, r.:.Ly_y♦ .. .:'::: t:♦v t. i<�,, } `J SHOWN. •., '�MTg- . '-,.,t �� E 7 L "I'.•••.•:......:. �r�'r.r::rr':.:':..:.'r}:.' ::I •„ -,., ��,,,,ttNN t40 ```i 17 CONCRETE HANDICAP RAMP: rY'}r;: `:- :.-.�'.•. .' / 1 ,,,7t_(,,.r..:;r,.; 10"'00 O "' - ..$mil ) �«` / '•.' 4":.''.7.<.:,J/. £WP t2 2 REFER TO DETAIL 8/C3. G. .�sQ 6. •t 2...... ...... o ` ` v:t1D ._'.. :[�,•, : ,•, •.,<:;;t..{.'t..,.q ... ........BSPACES�.9AOL>F.Y2A(1'.:.:7:.'.•:.�.7.':. :::.21:33+ ..5490". 12 G-0`TALL SPLIT FACE BLOCK ENCLOSURE AND WOOD GATE WITH mc ... ..... ...... -'`� • fP� O .•..A•.::;...• - - --� ` PRE.CAS7 CONCRETE CAP.BLOCK IS TO BEEFED PAIMIED - K """' 1' "SOFTER TAN'TO MATCH BLOCK COLOR N-L SHERYViN WILLIAMSWILLLAMS ............... ................... NN I S87TDTJ•E 5QL0' .., I -..._ .•.�:- _-:$ '.„•. ,._....:�.:............. :..::.'." ......................'::.�:'.'::" 'GOXC ETAIL 17JC3 AND STRUCTURAL FOR BUILDING.REFER TO D ', ~ � ''''' ADDITIONAL INFORMATION. w I SEE SHEET 1 FROM _ fY jt .._ . ..... ..�......:::•:.'. _ 1RN BARGHAUSEN .L _,�.-; ..1. - u M'�', 13 CONCRETE BUMPER BLOCK ...................... ......... • ...............................:.... . .. ........... .......... CONSULTING ENGINEERS. - �' o G I`. 81vx 5`hx8'-0`LONG CONCRETE.ANCHOR TO PAVING WITH 2 ........................ . ...................... "' INC.FOR DETAILS '' , � .61 �' 7'-8"LONG x4 REBAR(f0 SIT LEVEL WITH PAVING). • REGARDpNG WORK FOR '.\ - "0 I- _ / 0 PARKING LOT LIGHTING: THIS EMERY DRIVE ` © ZONE COMMERCIAL E�A:ENTERPRISE -��S ® - �:. • Db=j. / REFER TO SITE UTILITIES PLAN FOR LOCATION AND TYPE. �:•:..a POINT OF BEGINNING FOR SITE 34720 PACIFIC HIGHWAY S. <NTS �� ,° ® '. 00, - .' l'•�•4n1 trt), A � 15 UMIT.S OF NEW PAVING: �, DEVELOPMENT LAYOUT PARALLEL i L NO.2021 04-9085MATCH EXISTING PER CITY AND OR STATE STANDARDS. z. AND PERPENDICULAR TO WEST ' t q,`, _ / F6 75. �"iyt��fl o PROPERTY LINE(N 22"49'23`E) 2-' t��' C • \a', u/ / �,rRUO0 18 ROLL DOWN CURB: (/�'�•f�1" m \ (VACANT O - / E)'" TERMINATE AND ROLL DOWN NEW CURB WHERE INDICATED.ROLL L_,-- mo 0` ow GOWN AT 12N ' K�.�Qp. gQ�O�g�yJ� - n CONCRETE CURB:LOT C, GTY OF FEDERAL WAY ,``s i "aa - NEW CONCRETE CURB TO MATCH EXISTING ADJACENT CURB. I ¢ I �_ PROPERTY LINE AFTER z , - E j C\ 4, 18'DEDICATION BOUNDARY LINE ADJUSTMENT NO. 99-0005, m,y. -�{. t _ tp55 ll�� t6 0 STRIPING: _ 472Tac ,�: VOL. 140,PCS.243-2436,REC.N0.20001009900005 `��rzw5, r✓,t S9rq ii02:1' PROVIDE A`1MDE PARKING LOT STRIPING AS SHOWN.USE W ` ' N tCQ�' 800t612 ���Tw• HIGHWAY MARKING PAINT-YELLOW(2COATS) 2 % • . ., 2�, , 1 0 - ,i o to AT' E D'D 03T 19 CURB'CURB: TL a y ot5t it J-O i( , g nD�,,, %"CURB OPENING.REFER TO SHEET Ct. ti E o -'' ,�{IRI 502E Q MONUMENT SIGN LOCATION: C SIGN', @p �$.-, �._ _-.r 5�o- '' UTILITIEFURNISHED PILAN AND STRUCTTURAL FOED BY R D TAILS.ER. TO SITE �('q z , I n i ,�_T_ ,k3Y-'". 27 CONCRETE DRIVE APRON: I ; ;, TO BE INSTALLED PER CITY AND OR STATE DESIGN STANDARDS.IF pNE LJ NO STANDARDS PROVIDE CONCRETE PAVING CONSTRUCTION AS ® , ` _ _____,,s. ,`,,`' Lcs<� SHOWN ON DETAIL IIC3.22 STAMPED.CONCRETE WALKWAY:PAVING TO BE INTEGRALLYI linA%-- � COLORED COLOR TO BE SELECTED SY OREILLY�. ` 15,p10££fY`£A07 2 �j ✓' SYMBOLS LEGEND REPRESENTATIVE)WITH STAMPED PATTERN EQUAL TO 1£ SOOt j `HERRINGBONE USED BRICK'BY CALICO CONSTRUCTION ©�! WA t20 Q 0� 200 ` ,,t 3 :';; 6�8 SORER TO iwii SEER FOREMISTING PRODUCTS(800)221.9469.REFER TO DETAIL 4/C351MILAR. t i CONDITON SYMBOLS LEGEND IY�'1 . -e-a _ �• 1�6•• y0 23 6'-0"LONG BACKLESS OUTDOOR BENCH: Qj / ITEM 203.1100 BY HIGHLAND PRODUCTS GROUP,LLC(DISTR. ' ,5ga g'09 Q j/�j MEW BHILDIeIG COYST49UCT1061 800.695-3503),PREFIN.BLACK(VERIFY COLOR WITN OWNER /. BEFORE ORDERING). �° • /► ` `C4 . BEFOG- 24 TRASH CONTAINER. I EQUAL TO 843088 35 GALLON COMMERCIAL RANGER CONTAINER AREA OF CONCRETE BY RUBBERMAID WITH HINGED LID(COLOR TO BE BLACK). k(b O CONCRETE SIDEWALK IN R.O.W.: USE GROUP: M(MERCANTILE) SIDEWALK TO BE INSTALLED BY OTHERS. /�1• PROPERTY BOUNDARY CONSTRUCTION TYPE: 6-8 AREA OF PAI/ING locaNsoce ADJUSTED GROSS SITE ACREAGE' 1.05(45,783 S.F.) O PERVIOUS CONCRETE PAVEMENT: NET SITE ACREAGE: 0.747(32,519 S.F.) • REFER TO DETAIL 5/C5. h� CURRENT ZONING: CE l COMM 4 REFER TO LANDSCAPE % `<-%`''' AREA OF flERVI0U5 R E S U B M ITf E D • - Dc TOTAL BUILDING S.F.: 7,630.S.F. .�'...,-.;_, AVING I Q� PLANS FOR PLANTINGS ^%j'R A EA OETE RVIOu 2t \(O� PARKING RATIO 1 SPACE PER 300 G.S.F. Za , \ DATE: G-ILIA - , PARKING SPACE SIZE: MIN.9,0I30S'-0" I I •lEW POLE SIGN LOCATION REVISIT.): p4��s-£- 04v A �` / x OF SPACES REQUIRED: 26(7,630/300 25.4) DATE: �5 61" . 1 SITE DEVELOPMENT PLAN 0 OF SPACESIPROVIDED:S REQUIRED: 27(�,1`GD '•i tc1 2APR 2 4 2015 ` 12-1-13 S}04 l ---�'c_.4 _ a OF ACCESSIBLE SPACES PROVIDED: 2Id 4 1 t<1 4 q■ �' 04 G C2 CONST TOTAL SPACES PROVIDED: 29 I NEW CONOiETEPAWIMG BLOCK �•T`�/ T�/� 2-6-1•k r '`n~ � m; � N N TOTAL AREA OF PARKING: 20,004 S.F. CITY 1 OF FEDERAL WAY - cc I�,jj9 �, F. ZQ}mac£ (J O 2O AC (00 \ AREA OF LANDSCAPING: 3,265 S.F.(16%OF PARKING AREA) /��]/� CDS c55(,,,LGo} \ +�iTGO s£4 iN '.,f- `' \ \L/( • , Q £Gam_ fit• 6� ` NEW LIGHT POLELOCATION ,.�µ� ����� C',,1 c FCC f / i 6(0 8-,, ST N %1 s°P1 s t eRA I I(�/ �GPLE — ,MT 4/,•l ,,i. '•/ 4 .°. /�+ OTJyy"` p4 Lix✓utJ,L�,.�Jt NEW cBASONRY 4aENCE 1 ,3- ,28 CONSTRUCTION 2 is I 0 i EXISTING '� I l / TACO BELL o • lc"� i i w 5•_,D• miN, - Hi 1,12 ,. , . 0 • •-[NG / Q i EX. TEL J-I OX/ 0t` ��' �r EX. POWER POLE EX. SIGN ao. t 4.1 W/TRANS. LINE 3 , .,,, W/UG DROP .� 1 S88?3,9 C 1 EX. POWER VAULT tA CTRIC LINE EASEMENT C. NO. 6287308 � 30.0 . A - ROUND) - toA tUND�RG Ptow cLII "' EX. TRAFFIC J-R EX. SIGN EXIS7'IIVGI. LIGHT J-BOX I-' °I?I• • . Y EX TACO BELL SIGN ; . .. me ►:;4t EX. 5 ti S a`► �' ---EX. LLMII\IAIRE + SIDALK. . • . . 1..gVI 5 . 8TH STREET , ._ ,e...v Re, -ri -27 ,n "1-4-1- I EX. SSMk-B LOT AREA 88,4566F/ 2.03 / `S 0" I ,i SITE P �ti'YkOV ~ i t • 1 -Ib2 RECEIVED RES U ��t ‘' °I\ (111\ �' SEP 2 2 2014 1 Comments: ' i rnt`r ,- iv, ,, Q U G $ 7.014 CITY OF FEDERAL WAY } V -- CDS CITY OF FEDERAL WAY _ _ x rpc �' i CONC. WALK CUKt1 LA./r ` .� .' r 8 DI' CURB CUT ` 2!9z' CO NC. VERT CURB _ • CB I aASPHALT DRIVEWAY CB WATER FA ILITY ESMNT 8 D� s�o2a'S9'E 25E.68' CB , �t I iii• I i N0. 2008 228000018 s I a✓ ,._--. _ ' LEA E LOT LINE EX. ASPHALT DRIVEWAY 1 .■■ ' !HMO' tl3'i1� I es I ... 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R if?43. ._:....1.:1Z--.. ...1..- --'--N \ _ -------'' --- - --- — 286- ,pt t\t''-- i A\..--- + `,* 7 •-+-*--r•,;.T° 1 1•:1-.--- ----,,Ai iAmi 3 4 Z?5'g W 1 W _ ,,- "U s Zug 9 p9 <1 J eL Sp j H ���� ��BQ r a,� ,,a / P c I) • ° 10' 5 F F D�RA % i� 0 r 12 ,OrP' Pit JERSP 0 I ZONE COMMERCIAL ENTERPRISE ••� L. t� 0 �� 1 - OPS PNO 78;7' z OWNER: S % _ N w T KC INVESTMENTS A f =:\ . �' \ P � M 011Kie., Sign-1 Manufacture and install one (1) new d/1 LED ilium. cabinet. OAP faces to be formed embossed. Secondary White tenant panels. r11104- 0 Fabricated cabinet with 2/14"retainers with 2"divider bar and White LED illumination. 6) Cabinet installation,pipe and footing by TAG. Base Stone Veneer TUBE ART GROUP Pleases note that retainers must be removable for service for monument type base. (Rustic Ledge Stone Sanutooth)by sub contractor). Szatl:z Office Cabinet to have internal mounting plates as required to match footing/base.Base and _ -._ footings to be by others.Paint cabinet to:Gloss Black 0 Secondary tenant panels to be supplied by others,panels will be 11715 5.E..5:11 S(.'eat y others and ship to TAG for install seazrue,4Ja osur 4) "OAP"-Faces are formed out of lexan with 2"draw. "O'Reilly"graphics are double 206.223.1122 embossed,Auto Parts"copy is single embossed with painted graphics on *No Fares by TAG 500s522854 2nd surface. Graphics to match PMS 200c Red,PMS 342c Green,Black P,in,,!and decoration by others-will be shipped in,; F.3::205 223.1123 and White. : zz 2 t 10'-6"Cabinet «- Ir-�� AG=. TUBE ART T GROUP i~ 10'-1 1/2"V.O. .f ' 4 1705 4th Ave South, Seattle, WA 98134-1514 I 206.223.1122 I 800.562.2854 I Fax 206.223.1123 i L • AU J ' ' Tri. Calculation 2012 IBC Exposure: B Wind Load: 90o __ Date: 7/30/2014 j Design Wind Pressure p=CeCgCf-1 M J Reilly Job Name: O'Reilly/Quality Inn 0-15 18.05 0o N Q Ts Location: Federal Way15-2019.51 o; ( r Calculated By: sb20 25 20.97 N I- f ,r ` Wind Load 8-90 25-30 22.13 t U30-40 24.46 o0 27.66 'Overall Height: ( 12'0" 1 60-40-60 30.28 -X- F.o `.i``. 80-100 32.9 ¢ co Section Sq N. `eig o Section Height Section Width Area Pressure P.S.F Force Lb. Cntr-Ft. Moment Lb.-Ft. B others �. o 00 ( Y ' ) A 12.00 11.00 132.00 18.05 2382.60 6.00 14295.60 ! N - 43 0.00 0.00 0.00 0.00 i l i & SUITE C 0.00 0.00 0.00 0.00 rhIllk D 0.00 0.00 0.00 0.00 -t 0.00 0.00 0.00 0.00 ]( i 1 ) /,, • Totals 132.00 2382.60 14295.60 hi 1 \ 12 , ®IOW 1 n S req= (Moment Lb.-Ft.total)X 36 X.6 X 1 ieeg ,S 7.94 in3(For Single Pole Sign) I.I- 1000 *-44 'Description of Pipe Required Wall Lb./Ft. Sm.in3 III III_=� _' - - __ I Option A 6" SCH 40 PIPE 0.28 18.87 8.5 1111 II MINOption B 6" STL SQ.TUBE 0.25 19.02 10.1 F 1r ��� _ - - - t� .Foundation calculation -- (-1500 lb#foundation l Lateral Pressure) - Single Pole Sign p= 2.38 i �___- . _ Double Pole Sign p= 1.19 h= 6.000 _II _ _ ;' WnalePde _ A= 2.34 X p ( 2.38 ) A= 2.253 -_, I 5 f /3 x .3 l 3.5 ( 3.5 l ♦ IMIIIIMI 1� _- - (Lat.PSF) (Fig.width) (Flg.Length) s- I 0.500 4.950 Side View Tenant Cabinet G ix (63.00 sq.ft.) 1.126 4.551 Scale:3/8"=1'-0" Scale:3/8"=1' 0" d= A 1+SORT( 1+ 4.36 x h ) d= 5.127 I 2 A ~...._ 'Footing Dimentions Width: 3.5 (� Lenght: 3.5 Depth: 5.127 `yJ �- s' r. 'ds:Concrete 7`1 2.32596 #of Bags 125.60 III 1 ',xt H - RESUBMITTED _ __.. N S AUG 0 8 2014 ''[..- + _ - _____ CITY OF FEDERAL WAY CDS . & 7( tr' n rs Sign-2 anulacture and install one (1) new d/t LED ilium.cabinet. OAP laces to be formed embossed. Secondary White tenant panels 0Fabricated cabinet with 2114"retainers with 2"divider bar and White LED illumination. 0 Cabinet installation,pi e and footing by TAG.Base Stone Veneer TUBE ART GROUP Ledge Stone Sawtooth)bysib Gotth'actor Pleases note that retainers must be removable for service for monument type base. (Rustic9 )' s e 3t1::aiii ; Cabinet to have internal mounting plates as required to match footing/base.Base and ____ -I Sean S.Z.s:h s,:� t footings to be by others.Paint cabinet to:Gloss Black O Secondary tenant panels to tie supplied by others,panels will be manufactured by others and ship to TAG for install 3' ee au_,t:1'A 98005 . "OAP"-Faces are formed out of lexan with 2"draw. "O'Reilly"graphics are double 206z23.1122 embossed,'Auto Parts"copy is single embossed with painted graphics on -No Fa Panel and decoration byTAG n hers wlll b shipped in. 800.5622554 2nd surface. Graphics to match PMS 200c Red,PMS 342c Green,Black ---- Fax 205.223.1123 and White. 2'-0"Cabin t 10'-6"Cabinet i 10'-1 1/2"V.O. 11 s . TUBE ART GROUP A. "' 1705 4th Ave South, Seattle, WA 98134-1514 I 206.223.1122 I 800.562.2854 I Fax 206.223.1123 ...........1s2) O t -Q Jy-others) v Wier_ i Calculation 2012 IBC Exposure: I B Wind Load: 90 oo Date: 7/30/2014 Design Wind Pressure p=CeCgCf-1 I1�1 Job Name: O'Reilly/Quality Inn 0-15 18.05 c N a Location: Federal Way 15-20 19.51 l ♦ -'' Calculated By: sb 20-25 20.97 •- Wind Load B-90 25-30 22.13 o ♦ 30-40 24.46 `D O ' --.1 ^ il ,o - � , Overall Height: 12'0" 40-60 27.66 o o � J =� 60-80 30.28 o Section Sq}t. 80-100 Helghtlo 32.9 ReillyT • (`! I3A R T,'� Section Height Section Width Area Pressure P.S.F Force Lb. Cntr Ft. Moment Lb.-Ft. • N ��' L_ A 12.00 11.00 132.00 18.05 2382.60 6.00 14295.60 ♦ B 0.00 0.00 0.00 0.00 r%3 - r ■1- AIMj -T- C 0.00 0.00 0.00 0.00 Lil D 0.00 0.00 0.00 0.00 t _1 _____ I --- 0.00 0.00 0.00 0.00 ( _, Totals 132.00 2382.60 14295.60 hL _______) -lam I i_ 12 ` - 8 d''''' S req= (1Vloment Lb.-Ft.total)K 36 K.6 K 1 titt:0!L.4S_« ril in3(For Single Pole Sign) r I I ,1r 1000 1- 1 �I 1( ur pE._ 1 II (Description of Pipe Required Wall Lb./Ft. Sm.in3 U� �� y ��___� )� 1� 1 �(- J Option A 6" SCH 40 PIPE 0.28 18.87 8.5 L I l �( �� I Option B 6" STL SQ.TUBE 0.25 19.02 10.1 'Foundation Calculation - - (-1500 lb#Foundation/Lateral Preasure) - --- - - - - - - - r�1 Single Pole Sign p= 2.38 x Double Pole Sign p= 1.19 h= :::: A= �_ -/ I 5 1 /3 x .3 I 3.5 I 3.5 (63.00 sq.ft.) (Lat.PSF) (Ftg.width) (Ftg.Length) Side View Tenant Cabinet � 0500 4950 Scale:3/8"=1'-0" Scale:3/8"=1'-0" 1.126 4.551 _ d= A 1+SQRT( 1+ 4.36 x h ) d= 5.127 2 A f� a. �._ Footing Dimentions Width: 3.5 V Lenght: 3.5 ( ^ ! 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Tn/1S 9NIX>JVd Ippa; , -^Id11:C: :1 : I ' : 1 l- 1 1-1 1 -- i 1 i SS700V � � 'IVMN1VfYH HUMLIM --_.----_--, Ilets .91 X .11 A�b1�1�0�]7901N�V NV - .11°�v4'6sa�xlv�'+ IA $VdJV10M QV:Wfd 39Vtf100SK1 OL sYJVd2t1S NO 69WVd S3duRS AVMXMM is 5 o a o J �y i"u o z n-n Q NaA 289.0FFE KEY NOTES: CITY OF FEDERAL WAY DRAINAGE NOTES: OG,1 INSTALL STORMFILTER. RIM=286.5, INV (INp283.3, INV (OUT)=281.0 C2 IINSTALL 10 LF OF 15" RCP @ 1.0%SLOPE. REFER TO PIPE NOTES. REFER TO DETAIL 3/C5 O 0 Q INSTALL 6 LF OF 15" RCP @ 0% SLOPE. REFER TO PIPE NOTES 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO, OR AT, THE PRECONSTRUCTION 288.85 SW 288.85 S 288.9 SW 288.9 SW 288.85 SW 288.85 SW C2 INSTALL 203 LF OF 15" RCP @ 0.1% SLOPE. REFER TO PIPE NOTES. MEETING. 288.65 PVT 286.75 PVT 288•9 PW 288.9 PVT 288.75 PVT 288.65 PVT Q INSTALL FLOW RESTRICTOR, RIM=286.8, INV=283.5, SUMP=281.5. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE \N ® INSTALL 45x4' AREA INLET. RIM=286.7, INV=283.8. REFER TO DETAIL 2/C5. WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE REFER TO DETAIL 1/C5 TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE C23 INSTALL 17 LF OF 12" RCP @ 0% SLOPE. REFER TO PIPE NOTES. PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. of,?8g63 C4 INSTALL 65 LF OF 12" RCP @ 0.3% SLOPE. REFER TO PIPE NOTES 3. ALL PIPE IN THE ROW THAT IS IN EXCESS OF 1W IN DIAMETER MUST BE PLAIN OR REINFORCED CONCRETE. VT jot", C24 INSTALL 100 LF OF 12" DOWNSPOUT COLLECTOR SYSTEM. CONNECT ADDITIONALLY, IF MORE THAN 100' OF NON -CONCRETE PIPE IS INSTALLED, THE PIPE MUST BE VIDEOED TO 2g005 INSTALL 4'x4' AREA INLET. RIM=286.5, INV=283.4. REFER TO DETAIL ROOF DOWNSPOUT TO STORM SYSTEM. REFER TO DETAIL 6/C5 VERIFY THE INTEGRITY OF THE COMPLETED SYSTEM. THE CONTRACTOR SHALL PROVIDE A COPY OF THE 1/C5. VIDEO TO THE CITY. C2 INSTALL 5' HIGH CHAIN -LINK FENCE WITH ACCESS GATE IL 4. STORM PIPE WITHIN THE PUBLIC RIGHT OF WAY SHALL HAVE A MINIMUM DIAMETER OF 12" 8" DIAMETER Cb INSTALL 66 LF OF 12" RCP @ 0.15%SLOPE. REFER TO PIPE NOTES. COMPLETELY SURROUND BOTH PONDS. REFER TO DETAIL 13/C3. ( DUCTILE IRO P N PIPE MAY BE PERMITTED ERMI ED ON CROSS STREET LATERALS LESS THAN 66 FEET LONG, ONLY TO `�86gA `�88Sp (7_ ?8BS `�BBSp �BBSA 2g82A © GRADIENT AS APPROVED BY THE PUBLIC WORKS DEPA INSTALL 4•x4• AREA INLET. RIM=286.5, INV=283.4. REFER TO DETAIL C2 1/C5. RIM = 287.0, INV=283.5. REFER TO DETAIL 8/C5. INSTALL 4'x4' JUNCTION BOX FLUSH TO CONCRETE PAVEMENT. 5. STEEDL PIPEUTILITY HALL BEICT GALOVANIZED ANDMEETLLOW HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSRDE.ENT). fip p/7 l7 f7 1'T 6. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED (,$ INSTALL 100 LF OF 12- RCP @ 0.2% SLOPE. REFER TO PIPE NOTES. INSTALL 54" DIAMETER CB OVERFLOW STRUCTURE. REFER TO ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A HANDICAP AREA TO BE ADA COMPLIANT. SLOPES SHALL NOT DETAIL 7/C5 PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. EXCEED 2.0% IN ANY DIRECTION IN THIS AREA. ® INSTALL 15 LF OF 15" RCP @ 0.67% SLOPE. REFER TO PIPE NOTES. 7. ALL DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE SITE EXCAVATION A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL ZHANDICAP PARKING 0DETAIL EXISTING STORM INLET TO REMAIN, EXIST RIM=285.49, EXIST HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPES. " 4w l QfV z Zw ■. R a• w Z I_ pwa (V�7 cnm0 W z oza� ca 5: a WOm.0a J �� O_ [r w � w W ogt, - - o Z /n jEW 1- W v Nz = 00 � U' Q d00 V1 O 77 �•; Y Lo INV-280.89(N), k7cIST INV-280.84(VV) 8. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF VICINITY MAP N z m C7 SCALE: 1'=10' o REQU 1 REM ENTS: SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS" o N 04 C11 INSTALL 40 LF OF 15" RCP @ 0.25 /° SLOPE. REFER TO PIPE NOTES. 4%V ROCK/40%-70% PASSING; 2"-4" ROCK/30%-40% PASSING; AND -2" ROCK/10% 20% PASSING. INSTALLATION W O w r � 0 1. A GEOTECHNICAL ANALYSIS HAS BEEN PERFORMED SHALL BE IN ACCORDANCE WITH KCRS, OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR Z 3 zd M z PIPE NOTES: GENERAL NOTES: C1 EXISTING STORM PIPE TO REMAIN 20 FOLILO GEOTECHNICAL CAL ANALYSn IS UAL CONCRETE RUBBLE SHALL NOT BE USED. /o 9. OMITTED W $ a 1 PIPE MATERIALS SHALL BE IN C13 INSTALL 9 LF OF 12- RCP @ 1.1 SLOPE REFER TO PIPE NOTES. RECOMMENDATION FOR SITE EXCAVATION. w O tY ACCORDANCE WITH AND AS A. REFER TO PROJECT MANUAL FOR " 3. REFER TO STRUCTURAL DRAWINGS FOR BUILDING APPROVED BY THE CITY OR ADDITIONAL REQUIREMENTS. 0 INSTALL 4'x4' AREA INLET. RIM=286.7, INV=283.9. REFER TO DETAIL 1/C5 EXCAVATION REQUIREMENTS. APPLICABLE AUTHORITY. B. SITE CONDITIONS BASED UPON SURVEY C1 INSTALL Vx5RIP-RAP PAD. REFER TO RIP -RAP NOTE RIP -RAP NOTE: REINFORCED CONCRETE PIPE SUBMITTED BY OWNER FIELD VERIFY (RCP), HIGH DENSITY EXISTING CONDITIONS BY DETAILED SITE 282'LF OF 8" CONCRETE RETAINING WALL @ 3 FOOT HEIGHT. PLACE RIP -RAP IN ALL PLACES AS INDICATED ON THE PLAN. POLYETHLYENE (HDPE) N-12 INSPECTION PRK)R TO SUBMITTING BID AND 0INSTALL REFER TO DETAIL VC5 THE STONE FOR RIP RAP SHALL CONSIST OF FIELD STONE CORRUGATED METAL PIPE (CMP) BEGINNING CONSTRUCTION. NOTIFY OR ROUGH UNHEWN QUARRY STONE AS NEARLY AS MAY BE USED AS ALLOWED BY ENGINEER IF EXISTING CONDITIONS DEVIATE C1 INSTALL 220jLF OF 8° CONCRETE RETAINING WALL @ 2 FOOT HEIGHT. UNIFORM, IN SECTION AS PRACTICAL. THE STONES SHALL LOCAL GUIDELINES. SUBSTANTIALLY FROM THOSE INDICATED REFER TO DETAIL 4/C5 BE DENSE, RESISTANT TO THE ACTION OF AIR AND WATER, 2. ALL PIPE IS TO BE INSTALLED HEREIN. INSTALL 7,80P EQ. FT. OF POROUS CONCRETE PER KING COUNTY AND SUITABLE IN ALL ASPECTS FOR THE PURPOSE INTENDED SPECIFIED. PER THE MANUFACTURER'S C18 UNLESS OTHERWISE ALL STONES REQUIREMENTS AND MEET COVER SURFACE W{ TBR DESIGN MANUAL 2009 SECTION C.2.6.2 USED AS RIP -RAP SHALL WEIGH BETWEEN 50-150 POUNDS REQUIREMENTS PER THE EACH, AND AT LEAST 60 PERCENT OF THE STONES SHALL r' 5) INSTALL 2,800 EQ. FT. OF POROUS CONCRETE PER KING COUNTY WEIGH MORE THAN 100 POUNDS EACH STONES SHALL BE A QS. 144TH ST. SITE--\r Q S. 348TH ST Hwy. 18 3Q R NOT TO SCALE T p STORM WATER RUNOFF CALCULATIONS: TOTAL PROPERTY AREA=1.20 ACRES TOTAL DISTURBED AREA = 1.20 ACRES > 1.0 ACRES THEREFORE N01 REQUIRED. By PROJECT DESIGN AREA =1.20 ACRES D� �� ION REFER TO SEPARATED TECHNICAL INFORMATION REPORT FOR DETENTION DESIGN. IISH IES PLAN. CITY OF FEDERAL WAY $T NDARD PLAN NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY REVISED CODE (FWRC), APPLICABLE ORDINANCES, AND THE CITY MA UFACTURER. ' COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, .no'139 90 (0 • GO �C. 0 C19 SURFACE WXTER DESIGN MANUAL 2009 SECTION C2.6.2 MINIMUM OF 12" IN DIAMETER AND PLACED A MINIMUM OF ,,JN0 BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE ��j, k2�6� (`s GONG 18" BELOW FINISH GRADE. OE(ty �PU1;KF 1 WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPOP.SIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO U UN -q = CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT '" y26k a f ZONE COMM cCIAL ENTERPRISE L.OT A, CfTY OF FEDERAL WAY U110S14 " Jo 5�� ( NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. f �200 bNNER: BOUNDARY LINE ADJUSTMENT 99-000 , '� y �gPNK o 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. KC INVESTMENTS LLC VOL 140, PGS. 243-2 RE 200010099 0005 Nti�o E/ISTING BUILDING K M ADOPTED n, ; _ ' SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED Bl''THk' CITY ENGINEERING PLAN REVIEWER ANY VARIANCE FROM 34T L P14E'FlC HIGHWAY S. _ _ - - _ - - M ' 3. CONSTITUTE TIC jl V � STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BYTHE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION 2g1 gpNN�Q gnN P54 APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NCT CON AN APPROVAL OF ANY OTHER CONSTRUCTION (LE DOMES \ 1 STORY WOOD FRAME TL NQ 202iO4-9064 C F to �+ / \ NO BASEMENT 1NG �2 0" - - //i WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY ETC.) °�PFT DRIVE ._ / 3 N TO BANNER BANE1 W, 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, APRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. W r' 5. A SIGNED COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. -- - -- �� CONC. WALK e u / htigx,,:ill - _ ""''� CURB CUT �JJ 12 46 W / a / 6 FWR (SECTION 19.105.0 ), NORMALLY THIS IS 7:00 I / y99 f I v _ CURB CU7 �' ` _ 90'' 8» �/- ` ,' �g CONSTRUCTION NOISE AND ACTIVITY (ON PRIVATE PROPERTY) �HAfI BE LIMITED AS PER C (S 40 • A.M.A M TO 8 00 P M, MONDAY THROUGH FRIDAY, AND 9.:00 A.M.AMTO 8:00 P.M.'MON SATURDAYS CONC. VERT. CURB 1` '' '-2so_ _ � U e + „ ` �-' a� ggpHALT DRIVEWAY CB 'j' 7. CONSTRUCTION ACTIVITY WITHIN CITY RIGHTS -OF -WAY SHALL BE LIMITED TO THE HOURS OF 8:30 AM TO 3:00 PM. S. D1 - - 258.68 WATER FA ILITY ESMNT I + I ---d- L Eq E LOT LINE CB S7�'24 59 E �m CONS m,.�l + ' Y 8. IT SHALL BE THE APPLICANTS/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING NO. 2008 228000018 a z HALT DRNEV/AY ; .�� -'�' Q / / OFF -SITE WORK WITHIN THE ROAD RIGHT-OF-WAY. C9 �° �� , Tom' - �� �os3 I / / 9. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS , - - - - rye. / `, AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREME•TS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY -sr I c� / ��y�%'y 290- - - - - - 2 ONC. VERT. CURB 50.00' I f 1 acP�i9 / w•� ';,5' SETBACK , 1 N N. ', `, o OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CO STRUCI�JO c a /a I I o+� / f�D� o •:'..: <. ,.28a 45 `L g8 r: VERTICAL . - / - I a t? �, ; .:p?p$. `, '> 0 10. GROUNDWATER SYSTEM. CONSTRUCTION SHALL BE WITHIN A R •'3H'.:.OF-WAY OR APPROPRIATE D F I c W , �0� y" 1 88.5 P ca o cwT DRAINAGE _ ASEME.JT ,BUT NOT UNDERhiEATH ,� 1 P ry 889.8.SW ,,;, - .'= \ 2 CO _Nc. W44K o � THE ROADWAY SECTION: ALL GROUNDWATER SYSTEMS MUST EC CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD 289,8 - --+- - ^ R A.0 ?88` / SPECIFICATIONS. Za / yl s , 1 ' - �' ( P - _ - - O C'0 / / j 1/ \ / `, y n 12 WIDTH ISITY 8 INCHES IN THE SAND 3 WITHIN THE TRAVELED B ELBED WAY, TRENCH 518" CRUSHED ROCK AND COMPACTED TO 95% DENSITY. WHEN TRENCH $ ( 5 �D ---'..'1 1 WILL BE BACKFILLED WITH CONTROL DENSITY FILL -' - - - - - -289 C3` I M _ �" SELF -COMPACTED PLOWABLE FILL AS DEFINED BY WASHINGTON AGGREGATES AND CONCRETE ASSOCIATION. THE AGGREGATE WILL BE p S �\ \/ o c� r o N> 3/8-INCH MINUS. �P A p. 28a• ' ` 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 /o DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. ` C-!i' '`` / `` N�t'1� N� o �v' 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLC:SS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON I I I Its IrI / 285.0 TW _ _ _ \ /y �o� N 1^G�= m THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03 b 3. 28 - / 1t� 286 ` ` _ dam ti o Nc� 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, 0 3, ca rn - / Q G 2 0 `� o : AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH 1, C1 03• p ` / a o c N THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT 4 0 �y o NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ON FLAGGEP. FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT i J , , _ , ; ,'Z$7.:27G ' ' -cam STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL, SHALL APPLY. 1 1 61 I I� `' „ , 288.7 PVT"= ( . 2 I •'. Z z I ! + ' '} 2.61 0 Re111yAuto Parts �) a oOti j 4000 / ` o N� -a2BS `c'� 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY ,AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM �tp -'7R �- - 2 7-- °O d 9Z y -� TRAFFIC CONTROL DEVICE (MUTCD) � I' = 1� ' ' � . '�. Q ' , •?! •, • "� � / 88'-�°.��8'11"�� II '� `���`���+ �� m N `, /,. ', � 00 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. =7,630 p g 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT BE CONSTRUCTED TO III �ry1I1 ,= FLOORELE k16A(289A0'(F,F.E. 0 283 - Qvv ) z� a ` / `0 SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES I I = ' W,'. • - p�((' $UCCf'EdfNG SHFJ=T$T6 BE 100.00J ` " ` � 1 �� �o � MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A O / •' g85 , r a_ C11 �� ��/ ,` i ` ` GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 287.2'TC / / : ,.(j •, C1 288 C�y� / i / 1 , i 88.7 PVTb C1 - _ _ 2s6- �30°8^ - gE+°Oe'' 19 ' / II l i CJ �' "'•RR'0/• .5FLry �\\/ wZ\ •.:11'• '•,. _ 11� : NOTE: THE IMPROVEMENTS SHOWN FOR 56/ u - - - 286' r :" / _I jr 283.E N C? 3�r'- - ACIFIC HIGHWAY S ARE NOT PART OF , ' " iil- r• uL a+ . C1 n �} / AIS PROJECT AND ARE TO BE Vy S `' _ - CONSTRUCTED BY OTHERS. -, E, ER T I , R S D R 1 cn�,s yP`>S - ? S �� •, 50. ' E .•i .. 2pg,8 1Ii111l1� !S;•IIr. w a q3N ` 8 �r0, I I 1 2"C 8s "�!:i.. Y R R u .',• '�/'Q •(�"i/C2 NN \I (/ N qco N o88.8� fV t I , / / �y ���• 3A -gas 288.d / i 1 CB % �• / �. " Y0 1NE 1 q 3 JD BW / t , 288p VERTICAL DATUM BLOCK I / 1 I! C8 1� NAVD 1988 CONVERT O'Ieseor ��'� . C6 `� 28% %� /26k' - p - - ' SQ ,; 6 TO NGVD 29 WITH 3.547' o- t. P / ,, • .�j �' / ` �. � ,Y83� -' � � �^ „� / k U CONVERSION FACTOR. / f�� �"- �� DATUM: ti S67'10'3 "E 5 00 x i 8S \�v ,,, ... C2 .� /^ G \\\ \ OON NGVD 29 =NAVD 1988 - 3.547' `J \\ T' fir- 286.7PVT I I (A \�\ 287.2.TC i 1 2 r�ye/ M a C31 86.7'PVL-0� cAT l. 77 L 1 I �4 h r C c +Orr cq 286 CN I C1 285 r}p - -- - - - - -284- - - - - - - - - -- 284 G0 - .- - _ �784� •---� 4 ' °Sw C2 0 I ZONE COMMERCIAL ENTERPRISE z ; ll REFER TO SHEET OWNER 15 ` ' - CC1 FOR PUBLIC KG. IOLVESTMEN /� `t _34a20 (=ACIFIC HI W `A V T r IMPROVEMENTS _283- T.L. NO. 202104-Mma` LOT C, CITY OF FEDERAL WAY % BfUNDARY LINE ADJUSTMENT NO. 99-0005, IC;ONST. SITE GRADING PLAN SCAM 1" = W-W 'b t 8� N0111g�v?� 'tea rG�V N R1A SPj ON \�C.�`�\ry � GAS PtaONE i'i'i/ / �� 5`� ~ �.(♦tdG OFT `;\ Igp . ore \C N G!L 6y5� pi � J 278-' 'i i� i � i � 0GPZ10PGE f p210 -QB10�T t - SOh11� Rom/ 91 �- '� `, OfJT• � p0161 o NO' I 6RAP111(i 615AZ - MET i ONE CA\ \C7/ \Syn 2 n "SsV,�ti� OJ \� BEFOR y CITY'S INSPECTION PHONE NUMBER 253-835-2700 SYMBOLS LEGEND REFER TO SURVEY (SV1) FOR EXISTING CONDITION SYMBOLS LEGEND AND SITE CONTROL. ---288--- EXISTING GRADE LINES NEWSPOTELEVATIONS LIST ABBREVIATION GRADE NONE SIDEWALK SW TOP OF WALL TW 288 PROPOSED NEW GRADE LINES NEW BUILDING CONSTRUCTION yQ TOP OF CURB TC $�• TOP OF PAVEMENT PVT NEW GRADE GO CONCRETE CONC EXISTING TOP OF CURB ETC NEW POLE SIGN LOCATION EXISTING GRADE EGO EXISTING PAVEMENT EPVT ( EXISTING SIDEWALK ESW FLOW LINE FL TOP OF BERM TOP O NEW CONCRETE PAVING BLOCK TEMPORARY EROSION TEMPORARY BENCHMARK: CONTROL FENCE TOP GRATE OF SOLID CATCH BASIN NEAR NORTHWEST CORNER OF PROPERTY. --� -> - SURFACE FLOW ARR W - ELEV--287.91 FT. (NAVD 88) PERMIT NO. 13-100296-00-CO O M wV: N N as ono o`mo. y N v � w "Ea [(~ cc V I3 Wei i� set n as o h � N Z w ee m n y � V'j Ala 3 3 3 a 2 �w Q 04 3 v Qr 4 Ot w CN m M 0 z Fr 00 W�z Iona. Jn Lu tl N OC.9to U3 z 00 o CL y (1) COMM # 3377 DATE: 11-30-12 REVISION DATE: 1-.17-13 5-16-13 AUG 0 S 2014,7.25-13 OF FEDERAL V741-13 CDS 'P 22 14C F FED E Al-Cl Of J CIDS rn Dm O m A C) � c N D O3 O p yC A < 3 WA o z a Z rn 3 O 76 m co D c 0