Loading...
08-101213r- City of Federal Way Community Development Services P.O. Box 9718 Federal Way, WA 98063-9718 Ph: (253) 835-2607 Fax: (253) 835-2609 Sign Permit #: 08 -101213 -00 -SG Inspection Request Line: (253) 835-3050 Project Name: FEDERAL WAY NATIONAL LITTLE LEAGUE Project Address: 450 SW CAMPUS DR Parcel Number: 192104 9004 Project Description: Adding (1) monument sign at primary entrance, (1) wall sign on building and (2) scoreboard signs. Separate permit for new J -box. Owner Applicant Contractor FEDERAL WAY NAT LITTLE LE FEDERAL WAY NAT LITTLE LEAGUE FEDERAL WAY NAT LITTLE LEAGUE FEDERAL WAY NAT LITTLE LEAGUE 1911 SW CAMPUS DR 1911 SW CAMPUS DR 1911 SW CAMPUS DR FEDERAL WAY WA 98023-6473 FEDERAL. WAY WA 98023-6473 FEDERAL WAY WA 98023-6473 Yes 2 Free Standing Sign Information gn Information Sign A Reg. # Sign Type Illuminated # Sign Faces Setback (Ft.) Sign Face Sign F c Width (Ft.) (Ft n Height (Ft.) Base Height( .) Landscape Area (Sq Ft.) Sign A 08-0050 Monument Yes 2 5.00 8.'JO 106 4.6 1. a 80.00 Sign B 08-0051 Other Yes 1 0.00 8. 8.50 16. 0.00 Sign C108-0052 — Other — Yes 1 0.00 8.00 8.50 `0 -- 8.00 -- 0.00 gn Information Sign A Reg. # 08-ON2 tither Illuminated No # Sign Face Face idth (Ft.) 3.91 Sign Face Building Height (Ft.) Elevation , 2.83 South Nor Additional Permit Information Comprehensive Desi n ion..........................SF - High -D N Zoning Designation ............................................... RS 35.0 Resiiddent4 PERM EX ES Sunday, April 4, 2010 Pe . ssued on Friday, April 4, 2008 1 reby tlFtify t iat the above infol�ati n is correct and that the construction on the above described property and th upancy and he use will be In accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent:Date:*4' v �� r) IF i� ` THIS CARD IS TO REMAIN ON-SITE . t - , CITY OF Community Development Inspection Record Federal Way IVR INSPECTION REQUEST PHONE # (253) 835-3050 PERMIT #: 08 -101213 -00 -SG Owner: FEDERAL WAY NAT LITTLE LEAGUE Address: 450 SW CAMPUS DR FEDERAL WAY, WA 98023 This card is part of your required inspection documents. 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. Footings/Setback (4110) ❑ Final - Electrical (4055) ❑ Final - Sign (4085) Approved to place concrete Approved Approved By IL Date By Date By Date Attachment (4010) Approved By Date For inspector reference o� ❑ Rough Electrical ❑ FINAL - Electrical Approved Approved By Date By Date EIVED REC CITY OF 4 Federal Way MAR 12 2oa$IGN PERMIT AD rT-TY OF FEDERAL 4 A I O N Q8-1tzL�13- oa TD SITE ADDRESS 450 5L'13 � C I L �'1 � � 3 / SUITE/UNIT # ASSESSOR'S TAX/PARCEL M Cr ZONING DESIGNATION C� TYPE OF PROJECT (Check all that apply): RMANENT ❑ TEMPORARY �9EW ❑ ALTERATION ❑ REFACE ❑ EXEMPT ❑ ELECTRICAL (To attach to existing J -box - include on this permit) LJ ELECTRICAL (New/altered circuit & J -box added - separate permit is required) NUMBER OF SIGNS APPLIED FOR WITH-THL5 WITH-TAPPLICAT Walt Mounted: Freestanding: �. TOTAL ESTIMATED PROJECT COST: O DETAILED PROJECT DESCRIPTION: �,tQ(L V� �J\tel ivy .tom \� r� C ti .C.aal"E ` —0,A,1S4> BUSINESS NAME ON SIGN: �d�L�^ ( `" 7 �.� -�I l Ik *t SIGN OWNER: CONTRACTOR: COPY of cW —q.i— with —h PP13—ti. APPLICANT PROJECT CONTACT NAME: PRIMARY PHONE MAILING aADDRES ; CITY, STATE, ZIP(: - \ ADDRESS (STREET Ci FAX NUMBER ` `� c,J�� ti`' -D i IP 1 \ J = ( ) — - CITY OF FEDERAL WAY BUSINESS LICENSE NVMBEVTRequird prior to permit issuance) E-MAIL ADDRESS COMPANY NAME (' IJ APPLICANT NAME OFFICE PHONE MAILING ADDRESS (STREET ADDRESS; CITY, STATE, ZIP(: RELATIONSHIP TO PROJECT CELL PHONE CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: EXPIRATION DATE: FAX NUMBER CONTRACTOR'S REGISTRATION NUMBER: EXPIRATION DATE: E-MAIL ADDRESS COMPANY NAME 1 — _ APPLICANT NAME �(l( R3J �l�-� PRIMARY PHONE MAILING ADDRESS `70p v� 1 r CITY, STATE, ZIP r iN 0 3 ^L FAX NUMBER (2s�� ) 4(, 4 RELATIONSHIP TO PROJECT E- AIL El Contractor ❑ Tenant Other��hti}� iADDRESS NAME 1 PRIMARY PHONE E-MAIL ADDRESS: 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 au horized by the owner of the above premises to perform the work for which the permit application is made .'SIGNATURE _ -- -- DATE: COMMUNITY DEVELOPMENT SERVICES • 33325 8ra AVENUE SOUTH • PO BOX 9718 • FEDERAL WAY, WA 98063-9718 • 253-835-2607 • FAX: 253-835-2609 TYPE/PURPOSE OF EVENT: DATE OF INSTALLATION: DESCRIPTION OF PROPOSED SIGNAGE: 'AL: t T TOTAL CALENDAR DAYS: PERMANENT FREE STANDING: '�- MONUMENT PEDESTAL POLE TENANT DIRECTORY OTHER OTHER (Describe) 7�y�`e h6 PERMANENT BUILDING MOUNTED: _AWNING CABINET CHANNEL LETTERS TENANT DIRECTORY r OTHER (Describe) DETAILED SIGN INFORMATION c <O l x x�o IS fit, x3 STREET 2 �� r� r No STREET FRONTAGE (LINEAR FEET): INA1.t� 3'-�! x,2'- to 'x -4 i 2- x x x �'.0 — x x x x LARGEST EXPOSED BUILDING FACE (SQUARE FEET): � A S� -4-r- F., to ttf- 224 r4 to bs� ZONING DESIGNATION: PROFILE: ❑ HIGH ❑ MEDIUM ❑ LOW 1 ❑ FREEWAY BUILDING MOUNTED SIGNS FREE STANDING SI N S AREA PERMITTED: AREA PERMITTED: W��2 • --rn, .0-7 AREA PROPOSED: AREA PROPOSED: �' LARGEST BUILDING FACADE: STREET FRONTAGE: Z NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: STRUCTURAL APPROVAL BY: G DATE: REGISTRATION NUMBER: ob d'O L REGISTRATION NUMBER: ,Q O REGISTRATION NUMBER: REGISTRATION NUMBER: 1'2 REGISTRATION NUMBER: REGISTRATION NUMBER: L 0- D Z i f L 1 } �`► F W�`�h'j\V Max horizontal wind pressure _ - Max total horizontal force at centroid base P 21 psf Q p of 1.08 F = kipsZ Max bending moment at centroid of base F - 12 25 ft -kips Wind Analysis for Freestanding Wall & Sign Based on ASCE 7-05 Max torsion at centroid of base T = 1 42 ft -kips INPUT DATA 32383 i ANALYSIS FGISTEP' sS�ONA*L. Velocity pressure Exposure category r8 C or D) = g where qh = velocity pressure at mean roof height. h. (Eq 6-15, page 27) EXPIRES 12-11- Z4, Importance factor, pg 73, (0.87, 1 0 or 1 15) 1 = 1.00 Category II h = height of top Basic wind speed (3 sec. gust wind) V = 85 mph Topographic factor;5ec 6 5 7 2, py 26 & 45) K,. F = p As = 0.89 kips M = F (h - 0.5s) for sign, F (0.55h) for wall = 10.07 ft -kips Height of top _ h = 1 14.75 Flat ft } Vertical dimension (for wall, s = h) s = 675 ft A,=Bs = Horizontal dimension g = 8 ft j Dimension of return corner Lr = 1 ft DESIGN SUMMARY �`► F W�`�h'j\V Max horizontal wind pressure _ - Max total horizontal force at centroid base P 21 psf Q p of 1.08 F = kipsZ Max bending moment at centroid of base F - 12 25 ft -kips Max torsion at centroid of base T = 1 42 ft -kips 32383 i ANALYSIS FGISTEP' sS�ONA*L. Velocity pressure qh = 0.00256 Kh K,, Kd V21 = 11.01 psf where qh = velocity pressure at mean roof height. h. (Eq 6-15, page 27) EXPIRES 12-11- Z4, Kt, _ velocity pressure exposure coefficient evaluated at height. h, (Tab 6-3 Case 1 r.9 79) - 0.70 Ka = wind directionality factor. (Tab 6-4, for building, page 80) = 0.85 h = height of top - 1475 ft Wind Force Case A: resultant force though the geometric center (Sec 6.5.14 8 Fig. 6-20) P=ghGCf= = 16 psf F = p As = 0.89 kips M = F (h - 0.5s) for sign, F (0.55h) for wall = 10.07 ft -kips T _ 0.00 ft -kips where. G = gust effect factor. (Sec 6 5.8, page 26) = C} - net force coefficient. (Fig 6-20, page 73) 0.85 1.75 A,=Bs = 54.0 ft- Wind Force Case B: resultant force at 0.2 B offset of the geometric center (Sec 6.5 14 & Fig 6-20) p=Case A _ - 16 psf F = Case A - 0.89 kips M = Case A = 10.07 ft -kips T = 0.2 F B = 1.42 ft -kips Wind Force Case C: resultant force different at each region (Sec. 6.5.14 & Fig 6-20) p=qt, GCr F=£per M = £ [ F (h - 0.5s) for sign, F (0.55h) for wall j - —� T E TS --__L F— Distance Cf P. As, F, M; T; (ft) (Fig 6-20) (psf) (ft2) (kips) (ft -kips) (ft -kips) 6.8 2.250 21 455625 0.96 1091 0.60 8.0 1 500 14 84375 012 1.35 -040 £ 1.08 12.25 0.20 RECEIVED 12 2008 CITY OF FEDERAL WAY CDS YrM 17u Case C may not be considered, footnote 3 of Fig 6-20 SIGN PERMIT APPLICATION CHECKLIST APPLICATIONS WILL NOT BEA CCEPTED AT THE COUNTER UNLESSALL REQUIRED INFORMATION IS PROVIDED ❑ COMPLETED PERMIT APPLICATION ❑ APPLICATION FEES ❑ TWO (2) COMPLETE SETS OF PLANS (ASSEMBLED AND STAPLED INTO SETS) ❑ MINIMUM PLAN SIZE - 11"x 17" ❑ PLANS DRAWN TO SCALE AND SCALE PROVIDED ❑ SITE PLAN: Scale (1" = 20:) {���' �; Location of ALL proposed signs, including refaces North arrow Each sign alpha labeled consistent with application Property lines and building footprint ° ❑ Location of all existing signs to remain r.1A ❑ Location of suiter4f, mufti -tenant ❑ Location of all existing signs to be removed 1`4 ❑ ELEVATION DRAWINGS N, n, Scale (Va" = 1') ❑ Location and size of all signage including: ❑ Existing signs to be removed ❑ Existing signs to remain on each facade ❑, Proposed signs "-m, Dimensions of each building face or suite fatal ,Calculated total building face area Calculated total sign face area OR Calculated total area of individual signage components (letters, numbers logos, etc.) Each proposed sign alph abeled consistent with application ❑ .\ITE/LANDSCAPING PLAN (IN ADDITro TO OVEM1 SITE PD" Minimum scale 1" = -20' 0 Footprint and dimensions of sign Setbacks from property line(s) Show point of measurement for location of property line(s) using fog -line, sidewalk, and/or edge of pavement Show location of driveway and street Footprint and dimensions of landscape area Type & location of landscape vegetation WOOF OCalculated landscape area (minus footprint of sign) DETAILS I Foundation/footing information in bad-catcutzMons (for signs 6' & over) ❑ DETAILS Scale �Si n materials, color and illumination type AOk ctual weight of sign or individual letters Cross-section showing scaled width of sign: if canopy or awning, show entire building including awning/canopy and color scheme Method of attachment, size/type of connector AND Site-specific installation details (what sign is attached to in field), placement and construction N Each proposed sign alpha labeled consistent with application tA ELEVATION DRAWINGS Scale Sign materials, color & illumination type Sign face/panel/base dimensions Calculated total sign/panel area n_ --Base materials & how harmonious w/building Foundation type Alpha labeling consistent with application CROSS-SECTION _ Scale of landscap0q_a �I Existing & finished grades surrounding sign �j�otal sign height from average grade COMMUNITY DEVELOPMENT SERVICES • 33325 8TH AVENUE SOUTH • PO BOX 9718 • FEDERAL WAY, WA 98063-9718 • 253-835-2607 • FAX 253-835-2609 c ANALYSIS LATERAL BEARING @ BOTTOM 12') LATERAL BEARING @ D/3 n •t�234r 111 H S, FOR NONCONSTRAINED REQUIRD DEPTH 7>a 1 a.25Pt7 FOR CONSTRAINED 8s. ------------_ PR°JE` PAGE A B K J ■ C t_IFNI DESIGN By JOB NO DATE REVIEW BY . Flagpole FootingDesign Based on Chapter 18 of IBC &CBC CONSTRAINED INPUT DATA ft, DESIGN SUMMARY P -: 080 IS FOOTING RESTRAINED @ GRADE LEVEL) (1=YES,0=NO) 0 no P 080 k LATERAL FORCE @ TOP OF POLE P = 08 k H 114 HEIGHT OF POLE ABOVE GRADE H = 11.4 It 114 It I DIAMETER OF POLE FOOTING B = 2 It H B => 200 LATERAL SOIL BEARING CAPACITY S = 0.2 ksf; It 200 It ISOLATED POLE FACTOR pec 1604 3 , rr IJBC noir, Jon Tat, 181-A) F = 2 FS 040 FIRST TRIAL DEPTH =__> D = 5 it 040 ksf / ft IST TRIAL __ Soo Use 2 ft dia x 4.96 ft deep footing unrestrained @ ground level D 5.00 R LAT SOIL BEARING @ 113 D S, _• ANALYSIS LATERAL BEARING @ BOTTOM 12') LATERAL BEARING @ D/3 n •t�234r 111 H S, FOR NONCONSTRAINED REQUIRD DEPTH 7>a 1 a.25Pt7 FOR CONSTRAINED 8s. ,r �G SAP quo°WA �'` � � 323 Is t; -11-L.4 �• NONCONSTRAINED CONSTRAINED LATERAL FORCE @ TOP OF POLE P -: 080 k 080 k HEIGHT OF POLE ABOVE GRADE H 114 ft 114 It I DIAMETER OF POLE FOOTING B => 200 ft 200 It LATERAL SOIL BEARING CAPACITY FS 040 kst / ft 040 ksf / ft IST TRIAL TRY D, _> Soo It 5.00 R LAT SOIL BEARING @ 113 D S, _• 067 ksf 0.67 ksf LAT SOIL. BEARING @ 1 0 D S, _> 200 kst 2,00 ksf CONSTANT 2 34Pt(BS,) A =. 140 READ FOOTING DEPTH RQRD D => 494 ft 3.11 ft 2ND TRIAL TRY D2=> 497 It 4.06 ft LAT SOIL BEARING @ 1/3 D S, => 066 ksf 054 ksf LAT SOIL BEARING @ 1.0 D S,, => 199 ksf 162 ksf CONSTANT 2 34P/(BS,) A => 141 READ FOOTING DEPTH RQRD D => 496 ft 346 H 3RD TRIAL TRY D3=> 4.96 ft 376 ft LAT SOIL BEARING @ 1/3 D S, _> 066 ksf 050 ksf LAT SOIL BEARING @ 1.0 D S, _> 198 ksf 150 ksf CONSTANT 2 34Pf(BS,) A => 141 READ FOOTING DEPTH RORD D => 496 ft 359 It 4TH TRIAL. TRY D4=> 496 It 367 It LAT SOIL BEARING @ 113 D 5, => 066 ksf 049 ksf LAT SOIL BEARING @ 1.0 D S, _> 1.98 ksf 1 47 ksf CONSTANT 2.34P/(BS,) A 1.42 REOD FOOTING DEPTH RQRD D => 496 ft 3.63 It 5TH TRIAL: TRY D5=> 4.96 ft 365 11 LAT SOIL BEARING @ 1/3 D S, => 0.66 ksf 049 ksf LAT SOIL BEARING Cad 1 0 D S, => 1 98 ksf 146 ksf CONSTANT 2 34P/(BS,) A => 1 42 REQD FOOTING DEPTH RQRD D => 496 ft 364 It ,r �G SAP quo°WA �'` � � 323 Is t; -11-L.4 �• PANTHER LAKE PARK jiv- 'r'lf-.c'f ;Il! I f 8 •I � f T r '''•'� 1 Free Standing Sign A , e 5ff 1_� PARKING AREA — 1 I f f ` (SEE ENLARGED PLAN ON SHEET A2) f ; l : • • f 1) y_ DUMPSTER ENCLOSURE (SEE ENLARGED PLAN _ ON SHEET 7. - W CAMPU pS R( - NORTH Free Standing Sign B rung ur IIZ u! NL 114 H NL 1/4 UL X 174 1 —U4 1611 ut /Z Lr SW 1/4 OF NW 1/4 20-21-4 DAF—BEG MOST SLY C C S ADD 3 & NWLY MGN Of IST WAYS & TPOB TH ALG V LfT RAD 850 FT C/A OF 29-26-59 .AN ARC DIST OF 4 FT TAP V CRV RAD Of 30 FT C/A OF 85-18-25 AN ARC DIST OF 7 FT TH N 45-00 W A DIST OF 1364 FT TAP ON NLY MCN OF SW CAMPUS OR TH N 08-15 E A DIST OF 485 FT 1H S 84-07-21 E A DIST OF 313.99 FT TH N 60-11-00 E A DIST OF 350 FT TH S 74-55-42 E A DIST OF 609.45 FT TH S 48-36-26 E 400 FT TO POB—AKA LOT D KC—LLA 8702017 APPROVED 8-8-87 TGW POR LYING SLY Of A LN DAF—BEG AT NW COR OF SE 1/4 OF NE 1/4 OF SO SEC TH S 01-08-26 W 783.83 FT TH S 84-07-21 E 211.87 FT TH N 60-11-00 E 520.04 ITT TH S 74-55-42 E 431.58 FT TO WILY MGN CAMPUS NEW ADD DIV 3 k TERM OF SO LN AKA LOT A Of LLA 8809011 APPROVED 10-18-88 PROPERTY TAX ACCOUNT NO. 1921049004 ' CITY OF FEDERAL WAY DEPT, OF ©Qi1N itiY DEVEL.r' Buret Skyline, LLC 806 S 295t1i Place Federal Way, WA 98003 }yNT PERMIT:08-101213-00-SG ADDRESS:450 SW CAMPUS PR PROPOSED INUNDADON PROTECT: MULTIPLE SIGNS.,,., GRADING AREA (SEE ENLARGED' P OWNER: FW NT'L LITTLE LEAGUE PLAN ON SHEET A3) �` r DATE:3i12i08 �itTEswwrrED DATE VEDi �;,•. i � r��` `11\1., �•`� \; ;�': D im ulilm do DR SE�OLbAfIr:.B�RM` dEEdITA1E�7 EASt'i1ENT t. 1' EASEKIIFFOR AINAGE'Ah, 1 I! .r (,(C�.RFTC.jND. 8Q562)•., DETEADDN/RETENnON PlD ! 1�i TKC.REC. N0. 88!006j437dc%; ! Free Standing Sign C SAN Y SEWER EASEMMf\ —+. ! 1 i j • ++ " (KC REC. NO. 2GV32 . k1_ — 1 I w �IVE® MAR 12 2005 CIT`+' OF FEDERAL WAY CDS 'r tia4�sZ C� ct�n40 N OZ o-3C+�w oo;-+dao Cil � ►ti lO R�' Building Mount Sign A X-11" ) ' J DO Plywood with ital print mounted to )nary wall 1" from surface. lh=^ SSI TOP' PLATE ELEV. = 214.08 UPPER FLOOR ELEV = 266.08' o _rte FIBERGLASS ASPHALT SHINGLES ELK CORP. 'WEATHERED WOOD' —� q �� ----- BY MI GQDVNYL MWINDOWSUF, i BY MILGARD MANUF. HARDI BEVELED SING W/ PARKER PAINT % 8232W (LULLED BEIGE) qr- 1 FEATURE S-42: GROUND FACE CONCRETE BLOC( BY EAST901 MATERIALS 'ROSE BROWN' STAINLESS STEEL COUNTER. TYP. Building Mount Sign A GRADE L T--, = 251111 SOUTH ELEV N (CGNCESSION SIDE) SCS 9/414.0' CEDAR TRIM W/ PARKER PAINT (WHITE), TYP, ROLL -UP DOOR, TYP. NATURAL ANODIZED ALUMINUM POURED CONCRETE C �Y STAIR$, TYP.� - y CONTINUOUS WINTE ALUMINUM 'K' SHAPE GUTTER, TYP ALUMINUM DOWNSPMTS, TYP. WALLS: SPLIT FACE CONCRETE BLOCK BY EASTSKIE MATERIALS 'KHAKI' WATT/BENCH CAP: PRECAST CONCRETE BY OLYMPIAN PRECAST 'NATURAL' PLANTERS/BENCH WALLS: SPLIT FACE CONCRETE BLOC( 'ROSE BROWN' BUILT-IN BENCH AT 3 SIDES OF BUILDING, TYP TIGHTUNE DRAINS (INDEPENDANT FROM FOOTING DRAINS) CARRY TO APPROVED DISCHARGE LOCATION, TYP 0 S' 10' SCALE IN FEET Burst Skyline, LLC 806 S 295" Place Federal Way, WA 98003 C !M OJ'• I fi +or WRAP P.T. 4 K 4 AT 3 SIDES OF — MAIN FLOOR BUILT-IN PLANTER ELEV. = 256.15 AT 3 SIDES OF BUILDING, TYP. — PANTHER LAKE FLOOD DATUM PER CITY ELEV. = 256.4' o _rte FIBERGLASS ASPHALT SHINGLES ELK CORP. 'WEATHERED WOOD' —� q �� ----- BY MI GQDVNYL MWINDOWSUF, i BY MILGARD MANUF. HARDI BEVELED SING W/ PARKER PAINT % 8232W (LULLED BEIGE) qr- 1 FEATURE S-42: GROUND FACE CONCRETE BLOC( BY EAST901 MATERIALS 'ROSE BROWN' STAINLESS STEEL COUNTER. TYP. Building Mount Sign A GRADE L T--, = 251111 SOUTH ELEV N (CGNCESSION SIDE) SCS 9/414.0' CEDAR TRIM W/ PARKER PAINT (WHITE), TYP, ROLL -UP DOOR, TYP. NATURAL ANODIZED ALUMINUM POURED CONCRETE C �Y STAIR$, TYP.� - y CONTINUOUS WINTE ALUMINUM 'K' SHAPE GUTTER, TYP ALUMINUM DOWNSPMTS, TYP. WALLS: SPLIT FACE CONCRETE BLOCK BY EASTSKIE MATERIALS 'KHAKI' WATT/BENCH CAP: PRECAST CONCRETE BY OLYMPIAN PRECAST 'NATURAL' PLANTERS/BENCH WALLS: SPLIT FACE CONCRETE BLOC( 'ROSE BROWN' BUILT-IN BENCH AT 3 SIDES OF BUILDING, TYP TIGHTUNE DRAINS (INDEPENDANT FROM FOOTING DRAINS) CARRY TO APPROVED DISCHARGE LOCATION, TYP 0 S' 10' SCALE IN FEET Burst Skyline, LLC 806 S 295" Place Federal Way, WA 98003 C !M OJ'• I fi +or 8' 6' SIGN ANGLE (SUPPLIED) 2'-9" POWER TOP ANGLE & DATA IRON BRACKET (SUPPLIED) HOOK—UP 7 4' SERVICE ACCESS BOTTOM ANGLE / IRON BRACE (SUPPLIED) POWER DISCONNECT (NOT SUPPLIED) 5" SCHEDULE 40 PIP S' OR W6 x 15 BEAM SUPPORTS (NOT SUPPLIED) GROUND III III ROD CONDUITS GRADE Free Standing Sign B Free Standing Sign C I 2'-9" 4' 8' SIGN ANGLE (SUPPLIED) TOP ANGLE IRON BRACKET (SUPPLIED) BOTTOM ANGLE IRON BRACE (SUPPLIED) GROUND ROD 5l� I fJ � l 3 rb 1 POWER DISCONNECT (NOT SUPPLIED) 5" SCHEDULE 40 PIPE 8' OR W6 x 15 BEAM SUPPORTS (NOT SUPPLIED) 3/4" CONDUITS GRADE 4 TO ELECTRICAL : ;' . ` ; t TO ELECTRICAL TO CONTROLLER s=`ri��C�. • '' •" TO CONTROLLER •' J :.. 5MG l i 8 !il/�. ✓t� CONCRETE 5. CONCRETE " 5, FOOTING FOOTING �p iAc .. -fL/p . G�., �2'� �-2'—� �-2'—� NO Burst Skyline, LLC 806 S 295" Place Federal Way, WA 98003 4�J SIGN-UPS FOR BASEBALL Free Standing Sign A DIF Extruded Aluminum sign cabinets with Internally illuminated fluorescent lamps. Painted blue. Monument installed on masonary base by others. 4-- — Masonary base by others. T10 C2) C3 ado v Q (3 Qeach Thearea adjacent to the base of freestanding sign must be if �Si�•� `� � :�. `^pi`s Idndscaped equal to the sign area \ w � in I - C G (9 �p �Co r'M Burst Skyline, LLC 806 S 295t1i Place Federal Way, WA 98003 4) C0 M C 0't P(Pe so 01 ��P C-XIOC<31-�Cm w S(% SCD The required setback from property lines for all signs shall be not less than 5' in residential zones and not less than 3' in all other zones.