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15-102071City of Federal Way Community & Econ. Dev. Services 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 Project Name: DAFFODIL STORAGE Project Address: 34202 16TH AVE S Sign Permit #: 15 -102071 -00 -SG Inspection Request Line: (253) 835-3050 Parcel Number: 212104 9017 Project Description: Replace existing monument sign and install (2) new channel letter on a raceway wall mounted signs. To attach to existing Xboxes. caner Applican Contractor JEFF OLDRIGHT HANSON SIGN CO INC (ELECTRICAL) HANSON SIGN CO INC (ELECTRICAL) DAFFODIL STORAGE PO BOX 928 HANSOSCI08M7 (7/27/16) 34202 16TH AVE S SILVERDALE WA 98383 PO BOX 928 FEDERAL WAY WA 98003 SILVERDALE WA 98383 Contractor HANSON SIGN CO INC (GENERAL) HANSOI*221JI (5/8/16) PO BOX 928 SILVER -DALE WA 98383 Additional Permit Information Comprehensive Plan Designation..........................Commercial Zoning Designation ................................................ CE Enterprise PERMIT EXPIRES Saturday, November 28, 2015 Permit Issued on Monday, June 1, 2015 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 an t City of Federal Way. Owner or agent: a, Date: / THIS CARD IS TO REMAIN ON-SITE I CITY OF Construction Inspection Record Federal Way INSPECTION REQUESTS: (253) 835-3050 PERMIT #: 15 -102071 -00 -SG Address: 34202 16TH AVE S Project: JEFF OLDRIGHT FEDERAL WAY, WA 98003-6801 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. E] Footings/Setback (4110) Final - Electrical (4055) Final - Sign (4085) Approved to place concrete Approved Approved By ­t­ Date �� . �� l By Date By Date Attachment (4010) Approved By Date �. P-� ✓S Rough Electrical Approved 1:1Approved Final Electrical 1:1Approved Right of Way By Date By Date By Date RBCOVED - ! ` APR 3 0 2015 CITY OF F FEDERANN PERMIT Federal Via' cnc APPLICATION is �o2o�f s6 z8 �� SITE ADDRESS _ 3-*7� Q0 I (Vy e JU SUITE/UNIT # ASSESSOR'S TAX/PARCEL # z -L D - Q ZONING DESIGNATION TYPE OF PROJECT (Check all that apply): X NEW ❑ ALTERATION C REFACE ❑ EXEMPT X ELECTRICAL (To attach to existing J -box - include on this permit) I I ELECTRICAL (New/altered circuit & J -box added - separate permit is required) NUMBER OF SIGNS APPLIED FOR WITH THIS �AIPPLICATION: Wall Mounted: Freestanding: _ TOTAL ESTIMATED PROJECT COST: $ / LD 1 o(. U 0 DETAILED PROJECT DES CS DESCRIPTION: 40.4 G I2X 1 �� , i lA i?D ct vY1 Pirl { t,U;'deco /YID 'S '0 v1 /K7, -,1 M It APIA ( 1nA17 it P O UP V,1- (��(3 . n n %J 0 n v1 r'44,' BUSINESS NAME ON SIGN: SIGN OWNER: CONTRACTOR: APPLICANT PROJECT CONTACT NAME: PLICANT NAME -ZIr II PRIMARY PHONE ObO)(013 - i I � t y- ras3)S QJJJ)(Oji MAIT,rNG ADDRF(S )STREET ADD - CITY, STATE„ ZIP): A (3ko - %��� AC ORBORE�S� TIO; NUMBER: EXPIRATION DATE FAX NUMBER - &'e' a 37 ( ) - CITY OF FEDERAL WAZZUSINESS LICENSE NT fMBFR: F -M ADDRESSS �J-f�d:1.4f),aqe.ezrn CGPANY NAME PLICANT NAME OFFICE PHONE ]ai]; t- ObO)(013 - MAILING ADDRESS(ST DRESS: C ATE, ZIP): CELL PHONE CITY OF FEDERAL WA BUSINESS LICENSE NUM ERIRATION DAT: FAX NUMBER / - - - L (3ko - %��� AC ORBORE�S� TIO; NUMBER: EXPIRATION DATE E-MAIL ADDRESSto COMPANY NAlf APPLICANT NAME PRIMARY PHONE MAILING ADDRESS CITY. STATE, ZIP FAX NUMBER RELATIONSHIP TO PROJECT E-MAIL ADDRESS ❑ Contractor ❑ Tenant ❑ Other E !�/% PRIMARY PHONE /I V E-MAIL ADDRESS: ( e- / ' I Cf C P V, ( ) �__ 4! )0 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 by the owner of the above premises to perform the work for which the permit application is made SIGNATURE �� G�`% ` / /�I (1c LfcS�/� DATE: COMMUNITY DEVELOPMENT SERVICES - 33325 8- AVENUE SOUTH - FEDERAL WAY. WA 98003-6325 - 253-835-2607 - FAX 253-835-2609 N TYPE OF • • of PERMANENT FREE STANDING: MONUMENT PEDESTAL POLE TENANT DIRECTORY OTHER OTHER (Describe) IJa m �. It- P h o n e 11 - PERMANENT BUILDING MOUNTED: AWNING CABINET CHANNEL LETTERS TENANT DIRECTORY OTHER (De FREE STANDING SIGNS MOUNTED SIGNS SIGN TYPE SIGN AREA (SQ. FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT (FT) NO/INT/EXT WIDTH x HEIGHT x # OF FACES NO / INT / EXT YES / NO FT A mo m 0, x —21Q'tx = 0Py Y- IAT- 0 � 3 B STREET FRONTAGE: C NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: x x - STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: D C 1� x x REGISTRATION NUMBER: x x - x x — STREET FRONTAGE (LINEAR FEET): 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 S. FT. A 0.YV\ t It Q -IN AREA PROPOSED: e a x x =/ q B 4CIL It ' " x_L- ' x 3 - NT STREET FRONTAGE: C NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: x x - STRUCTURAL APPROVAL BY: DATE: REGISTRATION NUMBER: D REGISTRATION NUMBER: 1� x x REGISTRATION NUMBER: E x x — LARGEST EXPOSED BUILDING FACE (SQUARE FEET): �2 I -,i-s S -P **FOR OFFICE USE ONLY** ZONING DESIGNATION: PROFILE: ❑ HIGH O MEDIUM ❑ LOW ❑ FREEWAY BUILDING MOUNTED SIGNS FREE STANDING SIGN(S) t AREA PERMITTED: _ - AREA PERMITTED: _ AREA PROPOSED: AREA PROPOSED: q LARGEST BUILDING FA(,ADE: _ 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 Pen -nit Application `CITY OF Federal Way .. Building Division 33325 Eighth Avenue South Federal Way, WA 98003-6325 Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS: ?_OZ 1 , S PERMIT#: I S-- � O 2 O'7 I - S,4 --g- V --A Q' S . IF YOU HAVE QUESTIONS CALL- � Sz a,-[ (253) 835- 2GZP2 WHEN CORRECTIONS HAVE BEEN MADE, CALVL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page t of t CITY OF Building Division 33325 Eighth Avenue South Federal Wa Federal Way, 98003-6325 y Phone 253-835-2607 Fax 253-835-2609 CORRECTION NOTICE ADDRESS:2 �� 2 ��/ PERMIT#: IF YOU HAVE QUESTIONS C I LL o s (253) 835 -ZZ � WHEN CORRECTIONS HAVE BEEN MADE, CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQUIRED TO BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page i Of Pro Design P.O. Box 699 Tracyton, Washington 98393-0699 April 24, 2015 Hanson Sign Co., Inc. PO Box 928 Silverdale WA 98383 REF Daffodil Storage Monument Sign Federal Way, WA At your request I have provided the calculations for the proposed sign as shown in your 3-13-15 drawings provided to us. The wind loads for the site were based on 85 MPH Exposure C using ASCE 7-10 with the peak wind pressure of 18.26 PSF used for the full height of the sign. The new sign is 10 foot tall with a 60 SF EPA. The post footing is designed for the wind with the slab shown being included in the weight at the minimum dimension. It is recommended that the slab be 3" or more wider than the sign on all edges. If the depth from grade is 2'-10' and the concrete volume is 1.09 CY or more the foundation is acceptable. Please refer to the attached calculations. Please call if there are any questions. T�m 015 ApR � ®2 `WAY COY of FCOS � 111 0 III 111 � 111 (V L �-- 3'-0" -4 SIGN SECTION SCALE 1/4" = 1'-0" 7'- 0 4'-6" o- I iii I III N N II III L.= -J ARCH SIGN, CALC AT FULL RECT AREA SIGN BASE ELEMENT 4"x24" MIN SLAB REINF WITH 2 #4 LONG 3'SQx2.5' FDN SEE SECT SEE SECTION DAFFODIL STORAGE SIGN - 1 REQ SCALE 1/4" = 1'-0" PROJECT DESCRIPTION: NEW SIGN AT DAFFODIL STORAGE ON NEW FOUNDATION WIND 85MPH EXP C - 18.3 PSF DESIGN TO IBC12 & ASCE 7 ALONG WITH WAC & LOCAL AMEMDMENTS 4-24-15 WASH CNIL. MECH, & STRUCTURAL ENGINEER /fra/Ii•ni lii DAFFODIL STORAGE IBC12 CHAPTER 1807.3 NOTE CALCULATIONS ARE FOR SINGLE POST DESCRIPTION SYMBOL T/FDN UPPER SIGN WIND 85 C HEIGHT OF POLE 3.33 6.67 HT TO BOTTOM, THEN HT OF SIGN WIDTH OF POLE ft. 0 0 WEIGHT OF POLE, plf 7 7 WT OF ELEMENT 140 288 WIND FORCE FIXTURE EPA ft^2 23.3 36.0 p= 18.3 WT OF UP POLE + SIGN Ib 335 335 WIND AREA 23.31 36.0 4" SCH 40 ALT HSS 4x4x3/16 WIND FORCE 1.083 658 MOMENT 61 in -k HT TO FORCE CG 4.70 3.34 S 3.21 OVERTURNING MOMENT ft -Ib 5,092 2,193 fb 19.03 KSI OK WT OF SIGN + POLE 475 335 Fb= 40.48 KSI WIND [NCR 1.33 TOTAL WEIGHT INCL FTG 4,756 RESISTING MOMENT 7,135 Wt x 1/2 of b ADJUST OT MOMENT 333 Mot reduced by .6 resist moment ADJUST HT FOR WIND 0.31 VERT CG WT w/o FDN 5.19 VERT CG WT w/FDN -0.72 BRICK 6" CMU 24" OC 40 PSF 0 0 0.0 APPLIED LATERAL Ib P 1,083 0 0 0.0 Corr ht TO LOAD ft h' 0.31 0 0 0.0 LATERAL SOIL PRESS S1 367 - DEPTH ft d 2.75 SLAB 4.62 150 693 LENGTH OF FDN ft a 3.00 WIDTH OF FDN -PERP ft b 3.00 FACTOR A A 2,30 e d/3 0.92 REQUIRED d 2.60 IS AVAIL > REQ OK WEIGHT OF FOOT RECT 4,282 CUBIC YARDS 1.09 DESIGN USES FORMULA UBC 1806.8.2.1 AFTER SUBTRACING 60% OF RESISTING MOMENT PROVIDED BY VERTICAL WEIGHT x ARM TO EDGE, USING 60% OF M PROVIDES MIN 1.66 FOS ON OT SEISMIC NOT APPLICABLE IF VERT WT CG BELOW GRADE (IE IF CG IS NEGATIVE) daffodil.xls . Page 1 4/24/2015 W ASPF pro 0Se I O PORTION W - I EXIISTING t D Q Q "' T Q I4(,Ul--MllLI3HEF., BUILDING TO BE u i— EXISTING CURB TO REMAIN a. APOV BY Da �kPROPERTY LINE - 625.107' N880 20' 55" W Iv- I --u JLILIC � GATE BY OTHERS a �- 0 ARCHITECTURAL SITE PLAN SI:ALt: V = 5U' PART OF SCOPE I.I., I 1400- L4' 23" W RECEIVED T APIR 3 0 2015 CITY OF FEDERAL WAY Me u -u D � D ;;a C) m O m m cmi 4 w>0 I�vU o„7 ,o C U oN N D o NORT 0 cQ VI King Cou v -7400 -4 ,o The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. This document is not intended fur use as a survey product. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. 15+7/, 45.0' LT. T p / '�/ �,/ 15+00, 44.O'LT. BELOIT MANHATTAN, INC. 2135- /8 T.21N.., R.4E., YY./YL 2135-2/ f C.WR PATTISON SE //4 NE 1/4 SEC. 20 137 /5+50, 44.5'LT. 2 93 IO 16+15, 48.0'LTn N i• AR. D. + 17+50, 51.0'LT. il6 /5.67 d -r - ;'�. L X w /6+39 10 2 A.R.D. 65.0'LT r 65.O'LT. 17+00,49.5'LT. - - -�-� 35.0'RN F 35.0'R 16+50, 51.O'LT. 23 I I I g ;?SPHALT �P/L 23 4 1 u+ SLOPE EASEMENT - - - - - _ - N Q SLOPE 15 Tn a I N EA5EMEN I RAW "l ro- --- 6 23 10 Q 0.00 \ a 9 - IG*75, 42.O'RT i -r A n....n J SLOPE EASEMENT Q L15+00, 50.0'RT W.A. C.O. PARTNER51 2/35-20 73 /5+50 49 O' RT 9 z 6111, .. _ 1 14 I� 4 to /7 @ O. eo % /6 TH A ENUE- S. /O 22 10 Nl'l 'l8"E 4 _ /8 L.R P /0-00 % (F/ELO VE'RIFT) T22'APPR. ASPH. LT. l6+Z5 +93 *90 1 25'APPR. GRV. RT ROADWAY SECTION C CLEARING AND GRUBBING - LUMP SUM 35' - j ASPH. RT FILTER FABRIC FENCE IT I 1 25'APPR. 17,75 * 35'APPR . GRV. RT. I ASPH. LT. +91 18+Oo 1 314,, 9/2 lot �o 2 C.8 TYPE 1 /5+50 (29.254.x.) T E. 3/5.34 306 /. E'. 3//•7G CB TYPE 1 III / E. 37Z✓y q0y ' IZ CB 7YA'E 3 3... 1c' -4z (29.25:LT. ) /5.3/3,7`! CO TYPE 1 T. E 3/6.66 C j, �i J M 46 TYPE 1 /7,50 (29.2! TE. 'J/6.BG (INFO. ONLY) ( INFO. ONLY) I.I O ry� ,v m85L.F.,/��L6.•Co.bo/ FED. AID PROJECT NO. M1013(001) CONSTRUCTION NOTES 23 23 QI DEPRESS BACK OF SIDEWALK TO MATCH EXISTING GRADE; SEE KCRS DWG 13. 2 RECONSTRUCT DRIVEWAY; SEE DRIVEWAY PROFILES. I 42 8 REMOVE EXISTING CURB. 41 © EXISTING FIRE HYDRANT TO BE RELOCATED BY OTHERS. 1\ �9 EXISTING VALVE BOX(ES) TO BE ADJUSTED TO GRADE BY OTHERS. W 0 UTILITY POLE TO BE RELOCATED BY OTHERS. 10 UTILITY VAULT TO BE RELOCATED BY OTHERS. RELOCATE EXISTING MAILBOX(ES); SEE SCHEDULE ON SHEET 3. ® REMOVE EXISTING FENCE TO R/W LINE BY OTHERS. QS RELOCATE EXISTING FENCE TO R/W LINE BY OTHERS. n (J EXISTING WATER METER TO BE RELOCATED OR ADJUSTED TO GRADE BY OTHERS. _ 4 EXISTING TELEPHONE RISER TO BE RELOCATED BY OTHERS. 5 O , p 19 RELOCATE EXISTING PARKING LOT LIGHT BY OTHERS. Vm REMOVE EXISTING SHRUB. 57 t.F /Z`0 I+ e. o.60 % Q REMOVE EXISTING TREE. (� CONSTRUCT NON -RADIAL CURB RAMP; SEE DETAIL ON SHEET 24. CONSTRUCT EXTRUDED CEMENT CONC. CURB. 12 41 CONSTRUCT ROCK FACING PER K.C:R.S. 5.01. �� N L •. CONSTRUCT METAL HANDRAIL PER K.C.R.S. 3.06. �•' 4 P' �(/F•• N5 ; �• J �IfhMAL t� PLAN 8J PROFILE KING COUNTY DEPT OF PUBLIC WORK: PAUL TANAKA, DIRECTOR 16 TH AVENUE SOUTH I (SR -18 TO SR -99) J 9 1610 SURVEY No. -?-L- Z' - 45 COUNTY ROAD PROJECT No. 500189 1-7 SHEET8 OF 38 SHEETEi v A�1; 19+ 49. "�' 12 cD TYPs 2 ta" b �! (44.2' f•� MAINTENANC DIVISION Nem 5 •r."c. I. .I'LO 6)439-3160 DAT9 11[VISKfN 6v ... \.O ` SCALE: EC .0 0 zo 40 CIO FEET a� m I. I /9 +22 (29.Z5'R7.) T.E. 320.72 /.5.3/7.50 3 corrPE1 TYPE 1 /9 t 22 /b+95 (29. Z5'LT) T.E. 320.72 - �, T E. LE. GB 3/4.49 RECEN 650' V G _._.. - 302015 ROCK FACING O/ S.Y. CITY OF FEDWLAW T 3' FT EL.. 3/7.82 CIS' ROADWAY EXCAVATION (INCL. HAUL) - SEE SHEET 7 BEFORE YOU DIG OF 1929 EMBANKMENT COMPACTION -SEE SHEET 7 1.800.424.5555 20 3UL,3�s9� I= 306-83(8) KCNUTE5 4 18 m Ln UTIL. EASEMENT J � RAY E. REMPEL & L r 2 PNUGET SOUND POWER AD L16147 COMPANY A.RD r�Q „ .� EL DEAN 8. REM PEL ,N A. R.O /6+23. 45.0' RT I'h Systems Architects Engineers IncOrP01'8t@d M. b. _ 15>81.5, 47.0'RT 55- 1 srzo \ �' SW //4 NE //4 SEC 2/ - „o„• -C EQCED;� `-- O C H N E R - - N LOCHNER, INC, 12011 IN L. 191 STREET, SUITE 201,8ELLEVUE, W WINGMN 9800 T22'APPR. ASPH. LT. l6+Z5 +93 *90 1 25'APPR. GRV. RT ROADWAY SECTION C CLEARING AND GRUBBING - LUMP SUM 35' - j ASPH. RT FILTER FABRIC FENCE IT I 1 25'APPR. 17,75 * 35'APPR . GRV. RT. I ASPH. LT. +91 18+Oo 1 314,, 9/2 lot �o 2 C.8 TYPE 1 /5+50 (29.254.x.) T E. 3/5.34 306 /. E'. 3//•7G CB TYPE 1 III / E. 37Z✓y q0y ' IZ CB 7YA'E 3 3... 1c' -4z (29.25:LT. ) /5.3/3,7`! CO TYPE 1 T. E 3/6.66 C j, �i J M 46 TYPE 1 /7,50 (29.2! TE. 'J/6.BG (INFO. ONLY) ( INFO. ONLY) I.I O ry� ,v m85L.F.,/��L6.•Co.bo/ FED. AID PROJECT NO. M1013(001) CONSTRUCTION NOTES 23 23 QI DEPRESS BACK OF SIDEWALK TO MATCH EXISTING GRADE; SEE KCRS DWG 13. 2 RECONSTRUCT DRIVEWAY; SEE DRIVEWAY PROFILES. I 42 8 REMOVE EXISTING CURB. 41 © EXISTING FIRE HYDRANT TO BE RELOCATED BY OTHERS. 1\ �9 EXISTING VALVE BOX(ES) TO BE ADJUSTED TO GRADE BY OTHERS. W 0 UTILITY POLE TO BE RELOCATED BY OTHERS. 10 UTILITY VAULT TO BE RELOCATED BY OTHERS. RELOCATE EXISTING MAILBOX(ES); SEE SCHEDULE ON SHEET 3. ® REMOVE EXISTING FENCE TO R/W LINE BY OTHERS. QS RELOCATE EXISTING FENCE TO R/W LINE BY OTHERS. n (J EXISTING WATER METER TO BE RELOCATED OR ADJUSTED TO GRADE BY OTHERS. _ 4 EXISTING TELEPHONE RISER TO BE RELOCATED BY OTHERS. 5 O , p 19 RELOCATE EXISTING PARKING LOT LIGHT BY OTHERS. Vm REMOVE EXISTING SHRUB. 57 t.F /Z`0 I+ e. o.60 % Q REMOVE EXISTING TREE. (� CONSTRUCT NON -RADIAL CURB RAMP; SEE DETAIL ON SHEET 24. CONSTRUCT EXTRUDED CEMENT CONC. CURB. 12 41 CONSTRUCT ROCK FACING PER K.C:R.S. 5.01. �� N L •. CONSTRUCT METAL HANDRAIL PER K.C.R.S. 3.06. �•' 4 P' �(/F•• N5 ; �• J �IfhMAL t� PLAN 8J PROFILE KING COUNTY DEPT OF PUBLIC WORK: PAUL TANAKA, DIRECTOR 16 TH AVENUE SOUTH I (SR -18 TO SR -99) J 9 1610 SURVEY No. -?-L- Z' - 45 COUNTY ROAD PROJECT No. 500189 1-7 SHEET8 OF 38 SHEETEi v A�1; 19+ 49. "�' 12 cD TYPs 2 ta" b �! (44.2' f•� MAINTENANC DIVISION Nem 5 •r."c. I. .I'LO 6)439-3160 DAT9 11[VISKfN 6v ... \.O ` SCALE: EC .0 0 zo 40 CIO FEET a� m I. I /9 +22 (29.Z5'R7.) T.E. 320.72 /.5.3/7.50 3 corrPE1 TYPE 1 /9 t 22 /b+95 (29. Z5'LT) T.E. 320.72 - �, T E. LE. GB 3/4.49 RECEN 650' V G _._.. - 302015 ROCK FACING O/ S.Y. CITY OF FEDWLAW T 3' FT EL.. 3/7.82 CIS' ROADWAY EXCAVATION (INCL. HAUL) - SEE SHEET 7 BEFORE YOU DIG OF 1929 EMBANKMENT COMPACTION -SEE SHEET 7 1.800.424.5555 20 3UL,3�s9� I= 306-83(8) KCNUTE5 4 10 G Yl �, E) M dVOSQ NVI EA USIXE] zQ �w X — W co IMMEMMEME1 0 ri ERIN L HinOS 3nN3A I a �. www APR 3 0 2015 CITY OF FEDERAL WAY CDS Firm 32" X 54" —12 SQ. FT DOUBLE SIDED ILLUMINATED PYLON SIGN HALO LIT PAD LOCK ARCH ILLUMINATED ID ALUMINUM CABINET 48" X 72" — 24 SQ. FT 4" SCHEDULE 40 SUPPORT PIPE AREA CALCULATION5 LOCK ARCH DIMEN510N5 52" X 54" AREA 12.02 5Q. FT. RECTANGLE DIMEN51ON5 46" X 72" AREA 24 5Q. FT. TOTAL AREA 56.0250. Separate electrical permit required CONSTRUCTION DETAIL 2"x2" ANGLE IKON FRAME SECURED TO PIPE USING (4) 1/2"x1-1/2" BOLTS THROUGH ANGLE IRON SADDLE 1 EACH TOP & BOTTOM 36"X7' BRICK BASE Inspection of the footings shall be required prior to the placement of concrete 30" X 30" 30" POURED CEMENT FOOTING WITH 4" SLAB MONO LITHIC POUR FOR MASONRY BASE Ste, ATrbCkej C4Y Aq(,6' 1s IMPLY THAT A CODE SECTION IS NOT REQUIRED ELEVATION DRAWINGS ARE TO INDICATE GENERAL 51ZE & PLACEMENT OF 51GNAGE. SCALE ACCURACY 15 NOT IMPLIED. EXISTING SIGN ADDED LOW GROWING 5HKUB5 AND GROUND COVER TaEXI5TING LANDSCAPE Q a s-� o to t -K-) �S f D-0 � y� Sy r g 0"\3 c 0(-) e v Design"=sales DEP A P i M E i i P.O. BOX 928 6338 NWWAREHOUSEWAY SILVERDALE WA 98383 PHONE(360)613-9550 FAX(360)613-9515 www.hansonsigns.com CUSTOMER: DAFFODILSTORAGE FEDERALWAY DATE: 3/13/15 SCALE OPTION REVISION 1/2"=1' E2 0 SALES: RANDY HANSON DESIGN:MICHAELBRASIER COMMENTS: RECEIVED APR 3 0 2015 OF FEDERAL WAY CDS This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. ©2015 THIS SIGN DESIGN IS THE PROPERTY OF HANSON SIGNS INC. & IS NOT TO BE REPRODUCED IN ANY WAY WITHOUT PERMISSION OR TRANSFER BY SALE. 2013/4" AKEA CALCULATIONS DAFFODIL CHANNEL SAA DIMEN51ON5 20'-8 5/4" X 56" AREA 62.19 5Q. FT. 5TORAGE CHANNEL DIMEN5ION5 20'-2 5/4" AREA (50.69 5Q. FT. TOTAL AREA 122.88 50. FT. I)nI 1) VA11 ILLUMINATED CHANNEL LETTER DISPLAY CHANNEL LETTERS WHITE LED's, WHITE ACRYLIC FACES WHITE RETURNS & WHITE TRIMCAP GMANNE LED MODULES FULL LENGTH RACEWAY WITH 11/2 X 11/2 ALUMINUM ANGLE FRAMES. RACEWAY WILL BE ATTACHED U51NG #12 -1 1/2" TECK 5CREW5 INTO METAL 5TRUCTURE 5TUD5 OF CANOPY. 32" ON CENTER A5 REQUIRED MINIMUM 30 EACH. W064NT= Zoo LENS POWER SUPPLY ---Z— SECTION VIEW OF TYPICAL IN5TALLATION (NOT TO 5CALE) EBF_1�$Rq.�' SAA 133 S14P= IA3 ELEVATION DRAWING5 ARE TO INDICATE GENERAL 51ZE & PLACEMENT OF 51GNAGE. �I Design' -Sales D E P A R T M E N T P.O. BOX 928 6338 NWWAREH OUSE WAY SILVERDALEWA98383 PHONE(360)613-9550 FAX(360)613-9515 www.hansonsigns.com CUSTOMER: DAFFODILSTORAGE FEDERALWAY,WA DATE: 3/23/15 SCALE OPTION REVISION 1/4"=1' A 0 SALES: RANDY HANSON DESIGN: MICHAEL BRASIER COMMENTS: 3 0 2015 FEDERAL WAY CDS This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. @2015 THIS SIGN DESIGN IS THE PROPERTY OF HANSON SIGNS INC & IS NOT TO BE REPRODUCED IN ANYWAY WITHOUT PERMISSION OR TRANSFER BY SALE. TOP OF S1 -3 40 TOP OF N -Zu{ M 0 X015 CITY OF FEDERAL WAY CDS 25'-4" FULL LENGTH RACEWAY WITH 11/2 X 11/2 ALUMINUM ANGLE FRAME5. RACEWAY WILL DE ATTACHED U51NG #12 -1 1/2" TECK 5CKEW5 INTO METAL STRUCTURE 5TUD5 OF CANOPY. 32" ON CENTER A5 REQUIRED MINIMUM 30 EACH. W �1GHT - [SO 0S 3TALLATION G5 ARE TO INDICATE LACEMENT OF 51GNAGE. t�,c,/\Lt /i(,GUKN(.T 6 NOT IMPLIED. RIM rZ 3 0 2015 CITY OFRAL CDSW DeAgn Sales D E P A R T M E N T P.O. BOX 928 6338 NWWAREHOUSE WAY SILVERDALEWA98383 PHONE(360)613-9550 FAX(360)613-9515 www.honsonsigns.com CUSTOMER: DAFFODILSTORAGE FEDERALWAY, WA DATE: 3/23/15 SCALE OPTION REVISION 1/4"=1' A 0 SALES: RAN DYHANSON DESIGN: MICHAEL B RASI ER COMMENTS: This sign is intended to be installed in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of the sign. © 2015 THIS SIGN DESIGN IS THE PROPERTY OF HANSON SIGNS INC. & IS NOT TO BE REPRODUCED IN ANYWAY WITHOUT PERMISSION OR TRANSFER BY SALE. STORAGE BUILDING 'E' ELEVATION SCALE: 1/8" = V-0" 59-�d71 1)S93� EtF 5AA; III.S sq- P = -7 (o � APR 30 2015 CITY OF FEDERAL WAY