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14-104866City of Federal Way Community & Econ. Dev. Services 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835.2609 FILE Project Name: CELEBRATION CENTER Project Address: 1414 S 324TH ST Sign Permit #: 14 -104866 -00 -SG Inspection Request Line: (253) 835-3050 Project Description: Installation of 3rd free-standing sign, hooking up to new j -box. Parcel Number: 150050 0080 Owne ARRlicant Contractor HARSCH INVEST PROPS LLC TUBE ART DISPLAYS INC (GENERAL) TUBE ART DISPLAYS INC (GENERAL) PO BOX 2708 11715 SE 5TH ST TUBEAD*311QS (6/30/16) PORTLAND OR 97208 BELLEVUE WA 98005 11715 SE 5TH ST Yes 2 BELLEVUE WA 98005 Free Standing Sign Information Reg # Sign Type Illuminated # Sign Faces Setback (Ft) Sign Face Width (Ft) Sign Face Height (Ft) Sign Height (Ft) Base Height (Ft) Landscape Area (Sq Ft) NA Pedestal Yes 2 14.00 12.00 6.25 8.00 1.83 100.00 Additional Permit Information Comprehensive Plan Designation ..........................City Center Frame Zoning Designation ............................................... CC -F CONDITIONS: Existing underground storm water facilities shall be maintained as required by Federal Way Revised Code Chapter 16.35 and shall not be damaged or removed. PERMIT EXPIRES Saturday, May 16, 2015 Permit Issued on Monday, November 17, 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 the City of Federal Way. Owner or agent: Date: I I —) Z'A CITY OF Federal Way PERMIT #: THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record ' INSPECTION REQUESTS: (253) 835-3050 14 -104866 -00 -SG Address: 1414 S 324TH ST Project: HARSCH INVEST PROPS LLC FEDERAL WAY, WA 98003-8444 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. Attachment (4010) Approved By Date Footings/Setback (4110)Final - Electrical (4055) Final Electrical Final - Sign (4085) Approved to place concrete By Approved Approved By 04 Date 11 Ci I I S By Date By Date Attachment (4010) Approved By Date Rough Electrical Approved 1:1Approved Final Electrical Right of Way Approved By Date By Date By Date ,► .•, RXEIVED CITY OF SEP 2 2 2014 SIGN PERMIT Federal NYOF FEDERALA PLICATION SITE ADDRESS 1414 S 324th St J-0 yF�� s �o SUITE/UNIT # ASSESSOR'S TAX/PARCEL # 1500500080 _ - ZONING DESIGNATION TYPE OF PROJECT (Check all that apply): X NEW ❑ ALTERATION ❑ REFACE ❑ EXEMPT ELECTRICAL (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: 1 TOTAL ESTIMATED PROJECT COST: $ 6500.00 DETAILED PROJECT DESCRIPTION: Install one monument sign BUSINESS NAME ON SIGN: Celebration Ctr SIGN OWNER: - CONTRACTOR: APPLICANT PROJECT CONTACT NAME: PRIMARY PHONE Harch investment ( ) - MAILING ADDRESS (STREET ADDRESS: CITY, STATE, ZIP): FAX NUMBER 1430 SW Broadway Portland ,OR 97201 ( ) - CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER: E-MAIL ADDRESS COMPANY NAME APPLICANT NAME OFFICE PHONE TubeArt I 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*311QS 6/2016 shawnb tubeart.com COMPANY NAME Same above APPLICANT NAME PRIMARY PHONE ( ) - MAILING ADDRESS CITY, STATE, ZIP FAX NUMBER RELATIONSHIP TO PROJECT E-MAIL ADDRESS Contractor ❑ Tenant ❑ Other NAME PRIMARY PHONE E-MAIL ADDRESS: Shawn Bowen (206 ) 264 - 2954 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 aut the owner of the above premises to perform the work for which the permit application is made SIGNATURE DATE: COMMUNITY DEVELOPMENT SERVICES • 33325 Sm AVENUE SOUTH • FEDERAL WAY, WA 98003-6325 • 253-835-2607 • FAX: 253-835-2609 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 MOUNTED SIGNS SIGN TYPE SIGN AREA (SQ. FT.) ILLUMINATED? REFACE? TOTAL HEIGHT BASE HEIGHT (FT) WIDTH x HEIGHT x # OF FACES NO INT EXT YES NO (SQ. FT. A A monument 10 x 3'8" x 2 _ 36 int no 81011 11811 B REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: B REGISTRATION NUMBER: x x - x x - C C x - x x - STREET FRONTAGE (LINEAR FEET): 1200' BUILDING MOUNTED SIGNS 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 NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: // U STRUCTURAL APPROVAL BY: DATE: nn x x - REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: B REGISTRATION NUMBER: x x - C x x - D x x - E x x - LARGEST EXPOSED BUILDING FACE (SQUARE FEET): **FOR OFFICE USE ONLY*. ZONING DESIGNATION: PROFILE: ❑ HIGH ❑ MEDIUM ❑ LOW ❑ FREEWAY BUILDING MOUNTED SIGNS FREE STANDING SIGN(S) AREA PERMITTED: AREA PERMITTED: AREA PROPOSED: AREA PROPOSED: LARGEST BUNG FACADE: STREET FRONTAGE: 5 NUMBER OF SIGNS ALLOWED: NUMBER OF SIGNS ALLOWED: LAND USE APPROVAL BY: DATE: // U STRUCTURAL APPROVAL BY: DATE: nn REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: REGISTRATION NUMBER: Bulletin #102 — January I, 2011 Page 2 of 4 k:/Handouts/Sign Permit Application ------------------ O� •':,,,`•,, moo i -- ---------- - ---------------------------- -----`-`--- --r--------- 195----------- N 486862# N Q 11.18 AC 10 i o I iW 0110 36521# t �+ 0100 I N o N 88-48-13 W 466.31 r 486.31 N 88-48-13 W I M 160 ui m 199.19 10.86 M N I W Lot C N x I h 8 m WWWxxx___ �a m - ----- ------ 130o'A------------"-" y N om N w O O ' 9 N I p - - __.-.::.... ---- -- - -------------------------------- %129890# - - - N 953.07 - -fn woso _ aoao. 2.87Ar�� - CL (- PL1aTl---- � S 123405# 0080 - g 84-25-52 W 37389# '�� r - � 9094/552 2.83 AC , .._..-.-_. 0090 4.14 N 0070---'----_--------------- - BONNEVILLE T-f(ANS. LN. ESMT./ "" _ _ 515+99.3 i _ _ - - - _ - - - - - - - - - - - - - - - - - - - - N N 88 53 `SO �: (BPA)>;. �TTFaCOMA- N SECTION-RAVER NO.. 1 & 2 tiry01� i 507+91 ' po j a 37.12% f ' PERMANENT STORM 22.24 _-.__�___-___.____ .19 RETENTION ESMT. i'�124.9 -- 8 7� 1 i------------ - - - ---------------- SC - ---------------------- / 02- -19486-9KNT �,, -- 55 o� o _ -- 5 7 S���-� ST / / 1 - SMC 02-2-19986-9KNT-RW 9 tiLo 55367 1� 261_0 T- - - - --"---------------------------- �- - - m N 89-55-9 B� 0_51 / S 89-4357 ES 88-46 E - - - - - - - 1 - - - - N - - - Q "CL" TRANS. LN. 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TRENCH DRAIN DATA \e1P5 �'ay E <a sn I,rn�sl \ I _ i I \ RIM 413.71 BUILDING "B' I I , I SEE DETAIL ON SHEET C4, \� E 4.09.61 _ ��LL(u EXISTING RETAIL I fq I I I v (TO REMAIN) i - I * I I jl TRENCH DRAIN #5 C b� �,• ,' \ I ,� 200LF� NOT FO'1UND - 1ST FLR.=416.44 I j 12' 4'W X DEPTH VARIES O 1.533 2ND FLR.=431.44 I I I I li I W STAINLESS WEARING RAIL +I PERFORATED STAINLESS GRATE \ ! �; li llI II R+OWpLk PLEADER J I II I I I iI LOAD CLASS C RCM IN- PRE- SLOPE SLOPE TRENCH \+� -xI p (SOUTH SIDE ! I IF IN=427.85 OF BLDG B) ACO K9 PRE -SLOPE TRENCH € I I RIM OUT=428.38 i O CB #3A\ I ! 4A I ! I IE OUT=427.81 W SET TYPE li 48�'e I NOWT' FOUND ON TOP. PF EXIST\I Ipi I I II CB kYPE. 24' S� M PIPE v °.w..-ri--x --fix rj I IF 423,4 FIELD TTTTp0ppt��1R� 1 �> IF 423.44 FIELD 4IF'Y INVER :I 1V�°•- p` RIM 4q4. 1&474.W I - �-�D 00I r FOUND CEI TYPE I OF IE 0.36 I IF 408-18,15"W / I RIM=IE= t#.36 i \ I _ _ 1PE ---- -I_ - - >�-} PIPE CROSSINGS : w °f �@ 2.076 NEW 72 E- -_:-5 =-- p� 7 L- IF = 409.94 (12" SD) IE=403.,QQBB4`SW 1691_1` 7Y I I i / _� -- Z IE=403�bP[4'E - - - - �- - - ' I -I IE =405.73 12" SD) I MIN. IE=498 i? ... - - - - ( ) SLOPE 408.32,12' �-� I -- IE=408.71,8'► IE 410.21 (12" SD) (:1 &3,.51_1` 24' �� 1 FLR.=4lQ44 GONOT D i�� - - - - L - - - - - - --� TOP = W) n N' O 2. ! ` , j ,, 23+10 FLR X131.44 I I REMOVE CM M r-. �(EX. BO' 241_1` 12" 1DA TY I EXIST 18` STORM - - ^-�. EXISTING SIM M L' ISLOPE 1 \li RI 41258 p _ �'��' - - - - - - -- - IE = 410.45 (12" SD) G RIM=407 55 '�:, I ! I I 1 O 15.91[ ` \ IE=44F..9e '� I gj4LF I / I - TOP = (EX. 18` SO) Z I 1 8' F)AN LEADER RECONNECTION \ Q !E -24'N 401. 7 - 409.96.72"SE I DOWNSTREAM CAP NOT WORKING ! I - ORTH SIDE OF BLDG - IN L ROOF R IN 1.E O -1 IE=24'1_ 401. I O BE COMPLETED AS TM i i! CAP EXIST STORM UNE ROOF DRAINAGE ONLY OP 419(46 (EX 12` SO) 46 u` PART OF PHASE I I I• i I F j i�,'•`" I RIM 2Y.44 d/ ,.��../-� I O I 1 I -- z'. IE = 419.28 (12` SO) lid LnEL t g 419. 72`SE / I' TOP - (EX. 8- W) i.J vi p i RY=41S ' -I_�s UCTURE �n„� CB 3 TY I Ls,I L / N IRIS P96E RUN AS PART •IY 1 -CB TYPE I #2- Of�EsF{AS1�ONE.�VERYIHING �V' RIM +149,32419.50 RIM=44!}.3fr419.32 IE = 419.09 {12` �) O i x114x.x", •� PlE RIM 2� 12 N IE 416.42 (6"PVC-E) IE=446.56.416.90,12' i TOP = (EX 18" SD) �. w < XON 1� gJTFMl - _ 4 .95 PART P / IN EXIST. _ I- V I A -� \ {} 24, 12" IF = 329.50 (12- SD) J z: 24 CMF \ -- ----- _--I\ CB 2 TY ! �I 3811 tY RIM 418.62- I `- __ __ _� - .. _ #2 TOP = 328.75 (2' w)W S mi 8 O 1.D17G ,OLP 12• I - WIM 4.79.-tDt _ _ Vi Y l_ f E 413.92 (1 •' t \\ .. nzaffix I 1 ••-u•ys:-.H►E••........... .. JEZ.4^., 4 IF 29.88 (8( W)- 1 )- ® $i I RI 440.02 r0 S84S 8" -NNW) `28LF 12 0 1.382 I \ I£=414.42, 'N� "" TOP 3 328.35 72` SD) P IF 412.62 (18 -CMP -S _ 143LF 72' O S.ix t ` 8` RAIN LEADER m ■ - - -ROUTE WATER UNE UNDER SOI 2_1 �J ( - - - _ STORM LINE WITH 24` IE/TOP Ir RIM 409.09 - 13 TYPE I C8�3.� -Ty I - - !--�C8�3 8 t ("�^"_ BLDG O) _ - - - ° -! :` i+r-�., CLEARANCE. IE 404.89 I -'-� TY !`4 ' I I - fI�Ms4i�3.d8 13.57 .. � , . Ee444 S41q 2712 EE SHEET C4.7 IE=4h0. 12' - - 47888.12'5 I _ Hla_-0.8= s20AL _ _ _ _ _ _ _- _ _ _ L - a • �k "ID EX MH FOR ENLARGED 3 I -� IE=419.0192'N y II IE aL`",�B (12"CMP--N)415.10 -- „ • E=41233 RIM BASIN 3 S.TORMRLTER ,-� TI I I IE 434-86 (1 CMP -E) - �- i i ®4ra IE= NOTES PLAN &�DET�.S I -_; ! IE=478.05, IVtW 2213END ! ��.,a� ati''°w-s/ I {E_ --- I i BUILDING "0" "" ( 1 I IE_ a EXISTING I J I fi I I RD CO F.F. X09.43 -1st 6" RD l BUILDING `P 4^ =407.7 TEE TE=407.7 aq ,� z ` I IE -406. F.F.=423.43 -2 ndlE¢.ws.a IE=405.5 I TY it CB (ORATE LID) ! / EXISTING` U I E F.F.=419.16 I �� ^ \ f r / + BANK I I'ri I I o 9' RAN LEADER CB rYP O TY a CB (SOLID UD) ,r'�, ( I I l I :t4ro`,'c' !_._ EX.MN#2 RIM 416.51 c"' I �� \ I C 'q ' NrLEAD RESET RIM IF 414.7 ■ TY I CB 0 NEW GRADE (6"PVC- araw-+».. 4 - KM IE=414.91.18' - D EXIST. CB dSTORM I•49x43 - tl V __ -u«st \I ®` EXIST. SDMH SOLID LID CEI O1.(6"ADS-PIPE FLOW D IRECTION.94I6 291_1 72' CMP L�( 401.23 RM It 4=» �%sIF 49ie68 (12"CP- UNE --- 11V r 4M.0 R 6 49999(12 -CP 39LF 87 RAN LE - • s) 05 10- I IE 4078 (17•CMP- ) itI 020 p Z ti\t ,rw _ - - _ - - _ �._ E 4 _ 15LF 12' CAW 21LF 1 CMP u _ a O - CTI risi�-p I _ j --- - -- -- � ° - -_- - -- -- O 4.8o -�. � . n: � � - - - - - _ �--m•-�- __E �\ - - - --_� - _-Ern."- �'N� i�'��.��} � _ - __ ' CW.2 't LLJI Z fV -Ia - 1f- - - - - - - - y - - - - _STORMF'p.1FAB W� E'b SMI CATCH B/ESIN ®,'o � �s - - Q bW ry ®, W iW@ CAR - - - SIOFiMEG..1Fdivim y� C Ln CG „400.0 t, .I S� DETAIL C4.8 W/ 9NE- CAYt 1 • .00'�°.°.®t.ry-:I \� I "IpFH Ya i1 N I RIM=440--1.05 SEE DETAIL C4.8 RESET RIM FLUSHm 3, cc,u .r o,=t R 8 8` W Q ITL N 9u.ws.e• IE=404.75 486-35407.40 O/ SI -� _ i (/J - , ------ Z-. - E",,. u 1c 4r � EI 404_1Q. � _ - _. DW O T NEW _ I=- ~1 �� -- -- -- - �- ---_ - to TY ICAT737 BASH RIM 404.93rxi' W/S(NJD LIDRIM 404.69 IF 98 400.Ica -SHEET C+.6 z { ) RIM -401140 '1.04(12"CP-W 12"CMP-S IE 401.29 (12 -CP -N) FOR EtlILAR�D�,_ r W _ 402.781E-40446. 12'E 10"PVC-E) IE 400.39 (18 -CMP -W) BASIN 2 STOR%IF.JL 0 ~ Iy ( 402.751E=46324& 12"S IE 400.29 (18"CP-E) PLAN k DETAILS * C I I402 Y51E=4U34:32. 8'W IF 400.19 (12"CP-S) Z Q 0 {{ 402_681E , 12"N --� Q /\Y (n I I m :�i-� rn it Q o U rn AS-BUILI CERTIFICATION' � r I HEREBY TI1Y THAT T HORQONTAL AND VERTCAL UDCATION IN THE STORM DFANAGE ' SHOWN H ON ANO SN IN OW IS THE RESULT OF A PELD SURVEY PERFORMEC N N4+ ' R- � F f PERMIT N0. 04 -102325 -000 -00 -CO PRECON/INSPECT (253) 835-2732 RECEIVED DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES COMMUNITY 6Y 33325 8u' Avenue South DEVELOPMENT CONOMIC Federal Way, WA 98003-6325 CITY OF 253-835-2607; Fax 253-835-2609 Federal Way NOV 04 2014 www.cityoffederalway.com RESUBMITTAL INFORMATION This completed form MUST accompany a// resubmitta/s. "Please note.- Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. ** ANYCHANGES TO DRAW/NGS MUST BE CLOUDED. Project Number: 1 4. 1 0 4 8 6 6. 0 0_ S G Project Name: Celebration Ctr. Project Address: 1414 S 324th St Project Contact: Shawn Bowen Phone: 206 264 2954 RESUBMITTED ITEMS: # of Copies ** Detailed Description of Item 2 Sian Footina Detail ** Always submit the same number of copies as required for your initial application.** Resubmittal Requested by: n/a Letter Dated: (,Staff Member) OFF/CE USE ONL RESUB #.' ( Distribution Date: < <Y 14- By. --9-r Dept/Div Name # escri tion Building Planning PW Fire Other Bulletin #129 — January 1, 2011 Page I of I k:\Handouts\Resubmittal Information Flat U.S. DEPARTMENT OF ENERGY-BONNEVILLE POWER ADMINISTRATION Date: August 13, 2014 CASE No. 20140506 TRACT No. C -T -10-A-77 LINE: Tacoma -Raver No. l RT CT Oper at 230 KV as Tacoma -Covington No 2 LT CKT Oper as Tacoma -Raver No 1 Harsch Investment Properties LLC c/o Tube Art Group 11715 SE 5a' Street Bellevue, WA 98005 LAND USE AGREEMENT Bonneville Power Administration (BPA) hereby agrees to your use of BPA's easement area Tor construction/installation, use, and maintenance of a monument sign. The location of your use is partially within the E'h of the NE'/ of Section 17, Township 21, Range 4E, Willamette Meridian, King County, State of Washington, as shown on the attached segment of BPA Drawing No. 15001613, marked as Exhibit A. You shall not make any changes or additions to your use of the right-of-way without BPA's review and written approval. Any other uses and utilities on the right-of-way must be applied for separately. Please note that BPA is not the owner of this property. If you are not the owner, you must obtain the owner(s) permission to use this property. There may also be other uses of the property that might be located within the same area as your project. This agreement is subject to those other rights. This agreement is entered into with the express understanding that it is not assignable or transferable to other parties without the prior written consent of BPA. This agreement is revocable at will by BPA and does not modify, change, or otherwise alter the rights BPA acquired by Deed. BPA may terminate this agreement upon 30 days written notice. The subject use of this easement area has been determined not to be a hazard to, or an interference with, BPA's present use of this easement for electric transmission line MCMED SEP 2 2 2014 MY OF FEDERAL WAY CDS purposes. Accordingly, there is no present objection to such use. However, if BPA should determine at any time, that your use has become a hazard to the presently installed electrical facilities of BPA, or any facilities added or constructed in the future, or if such use should interfere with the inspection, maintenance, or repair of the same, or with the access along such easement, you will be required to stop your use or remove such hazard or interference from the right-of-way at no expense to BPA. BY ACCEPTING THIS LAND USE AGREEMENT YOU ARE AGREEING TO THE FOLLOWING CONDITIONS 1. Inform BPA once the construction of your approved use is complete. 2. Because of other potential uses in the area of your project, BPA requires that you have a utility locate done prior to construction commencing. 3. Maintain a minimum distance of at least 20 feet between your construction equipment and the transmission line conductors (wires). 4. Maintain a minimum distance of at least 50 feet between your facilities and the transmission line structures. 5. Equipment, machinery, and vehicles traveling on BPA's right-of-way shall come no closer than 25 feet to any BPA structure or guy anchor ground attachment point. 6. No storage of flammable materials or refueling of vehicles or equipment within the easement area. 7. Overburden grade changes to existing ground elevations while excavating on right-of-way is prohibited. 8. Access to BPA transmission line system by BPA and/or its contractors shall not be obstructed at any time. IN ADDITION, THE FOLLOWING IS BROUGHT TO YOUR ATTENTION You agree to assume risk of loss, damage, or injury which may result from your use of the easement area, except for such loss, damage, or injury for which BPA may be responsible under the provisions of the Federal Tort Claims Act, 62 Stat. 982, as amended. It is understood that any damage to BPA's property caused by or resulting from your use of the easement area may be repaired by BPA, and the actual cost of such repair shall be charged against and be paid by you. Construction/installation, use, and maintenance of the sign shall be at no cost to BPA. BPA seeks your help maintaining the integrity of the electrical transmission system. Please report any Vandalism or Theft to the BPA Crime Witness program at 1-800-437- 2744. Cash rewards of up to $25,000 will be paid should information lead to the arrest and conviction of persons committing a crime. 2 Case No. 20140506 Tract No. C -T -10-A-77 BPA shall not be liable for damage to your property, facilities, or injury to persons that might occur during maintenance, reconstruction, or future construction of BPA facilities as a result of your facilities being within the right-of-way. If you have any questions or concems, please notify this. BPA. Realty Office. You may direct any communication to Bonneville power Administration, Real Estate Field Services (TERR-3) 28401 Covington Way SE, Kent WA 98042 or byphoning 253-638- 3741. A copy of this agreement shall be physically located at the project during construction activities. THIS LAND USE AGREEMENT BECOMES EFFECTIVE. UPON THE SIGNATURE OF ALL PARTIES. I .HAVE READ; UNDERSTAND,AND CONCUR WITH THE TERMS OF T141S. AGREEMENT: 8�2 Owner Aut'borized Applicant Dates THIS AGREEMENT ISHEREBY AUTHORIZED BY BONNEVILLE POWER ADMINISTRATION : . %-5nannon Huurern Realty Specialist ec; Harsel Investment Properties LLC PO Box 2708 Portland, OR 91208 Date: EXHIBIT A ih) E NE w °, SEE NOTE' NE rte' T'�Tc,`'.i • : :� 'f �.�-.sem' ,' . `, e�r 1S N EIr '' c•.� . M I (OR N the 100100101 t•,** shten Is tfil uses 101 ietaeinif;l tofei locelixf ' Approximate location of IS LW sao tart - n u ICE Case No. 20140506 monument sign Tract No. C -T -10-A-77 uKrm sTwTis oerwanlerrr or nfc Irrfemon +�. LQ DONNE-VILLE POWER ADMINISTRATION, 81 Monument Sign Y CL ;7' �`>~ A Portion of Drawing No. 150016B g Tacoma -Raver No. 1 RT CT Oper at 230KV as Tacoma -Covington No. 2 - LT CKT 0 er as Tacoma -Raver No. 1 p a,4 MYXAt ~W wFr 400M as -a• +l -'""` �ectatl t €R -►flee- --- rj r— ih) E NE w °, SEE NOTE' NE rte' T'�Tc,`'.i • : :� 'f �.�-.sem' ,' . `, e�r 1S N EIr '' c•.� . M I (OR N the 100100101 t•,** shten Is tfil uses 101 ietaeinif;l tofei locelixf Exhibit A ISO 2111, IRt 11 a 111 Tube Art Group/Harsch Investment Prop LLC sao tart - n u ICE Case No. 20140506 . IMUl M t V SUS1 M rp/ ENI to Tract No. C -T -10-A-77 uKrm sTwTis oerwanlerrr or nfc Irrfemon _ A DONNE-VILLE POWER ADMINISTRATION, 81 Monument Sign HfADO+pwlerellf. IPIeTeJINo, oeeaoN -f A Portion of Drawing No. 150016B g Tacoma -Raver No. 1 RT CT Oper at 230KV as Tacoma -Covington No. 2 - LT CKT 0 er as Tacoma -Raver No. 1 p T CIMI-C-RAPER EC l $1 r TF6QM-�'q'/INIiTQ1 SEC - 500 KI' 11R11SNIa11M uKi -. MILE B OF A VI LES FROM TACOMA ~W wFr 400M as -a• +l -'""` �ectatl t €R -►flee- --- ■1w wff 4 .14`, R eef bm ra-s1—_IZ w a �,. -' 150016B: DTM-01i�5' z- p.n:� iasc a �s 8/13/14 41kRES U B M ITTE &PARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8'" Avenue South tiTY OF JAN $.2 2Qj5 Federal Way, WA 98003-6325 253-835-2607; Fax 253-835-2609 Federal Way CITY OF FEDERAL WAY www.cityoffederalway.com CDS RESUBMITTAL INFORMATION This completed fonn MUST accompany all resubmittals. "P/ease note. Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed fonn Mai/ed resubmitia/s that do not include this form or that do not contain the correct number of copies W//be returned or discarded. You are encouraged to submit all items in person and to.contact the Pennit Counterpnor to submitting /fyou are not sure about the number of copies required. ANYCHANGES TO DAA WINGS MUST BE CLOUDED. Project Number: / / - G 0 ((, U - y C) - SL Project Name: �C>C�C�YOTyt.-tyM Project Address: Project Contact: - -I'I. W ql&%e6 Phone: /%-Z 2 - RESUBMITTED RESUBMITTED ITEMS: # of Copies ** I Detailed Description of Item ** Always submit the same number of copies as required foryourinitia/ application: Resubmittal Requested by: Var ) Letter Dated: em r Bulletin #129— January], 2011 Page i of 1 k:\Ilandouts\Resubmittai Information s RESUBMITTED JAN 2.2 2015 CITY OF FEDERAL WAY CDs • B7 "n Date r TilBE A�iT 6it'�Ut� ; Befley.ue, WA=S8f�05 �53� RESUBMITTED CITY OF Building Division 33325 Eighth Avenue South Federal Federal WA 98-6325 inlay JAN 2.2 2015 Phone 253-835-2 07YFox253-835-2609 CITY OF FEDERAL WAY CDS CORRECTION NOTICE ADDRESS: i i-}!'- 3 -7 i" PERMIT#: 2711f) V"N V t p #�+-r- "� J'`...; i (- 3 �► �. Y "i" f i ts. w• t5- A j > (:; + 1 4r �..�1�:! -► i.)�\! ti %� 11$srt, i�-��� d`'#G,' / ��/f-itiJ "- {`+(''�.. j� . i : 'ii �'i :.i! C! i.• •' �•l; +a i 1 ' f "i : i} i:: G• i � - i.� <+ ' 3 � 1. i �j _�•=- Y� `,--'' i � �•� v' �i r `r �� ± `�/ 's yr . .� �` � i P4-• f .r � '� ° ; ' !'� t 7"— s IF YOU HAVE QUESTIONS CALL it (253) 835- !:I WHEN CORRECTIONS HAVE BEEN MADE. CALL (253) 835-3050 FOR RE -INSPECTION. SEE BACK OF CARD FOR DETAILS. NOTE: ELECTRICAL CORRECTIONS ARE REQVIR —t>10 BE MADE WITHIN 15 DAYS. DATE INSPECTOR DO NOT REMOVE THIS NOTICE Page of . j. -- mn — r -at 1II�i�l I�I SUM����,,r, �'_ • .. S � r o a i v 0 ��1_l1f(I(iliG(IIII31 Iiii TOT +} \n n r Sign Code Ap T o, + TUBE GRO C r + 9 n Portia Ot" f,• ¢ C c 7 Date: 'q �wg S=. i � 266 ry1.0 Oi 641 0 SVG NTT 71 11 171 1 ' •_ r, E g tom,_. •��7 �!i 1]r tz v a 77pA00 ILS" ~ YV- I - - = I SCALE: 1,16=1'-0IT ' ov_OEdw0 VAULT LINES C_ II I ` ` 0", lit ElrYtt!! O f r i, I tl IjIj 4` Hr -T 1 SIGN LOCATION',� AE -79 AE P1011 V " A minimum of 50% of the required landscaped area a'°.i - f'n M U i °L°" S" should be planted with low shrubs & groundcover such �" ( i' Exisnr_ttl� . fthat within 2 years, 90% of the landscaped area is covered. If all grasses are to be used, landscaped area ��" t' r �\ ,Y• !' ,// must be covered 100% at time of planting. Low maintenance plantings are recommended. (FWRl Imo. I 19.140.170(5)) '�., i I Im %+5 '659 • 111 ri r s ,protected under f r opytight Lara. no r^• ro r, o6 th, • esi c • t t s t Gr Cc>temer Number 123986 Quote Nuin 6 Celebration Center le Name A Allan Conant Sa e>pej,on Danny Rollins Checked By rn May 14, 2014 Date June 18, 2014 rte:• � � � ►na rr r./ • • • • I���J• _ _— *. �A► '���-$ Hl4r//O////02 ,'9sP�"�3t$ �LTJ.6i7f9 ALL_:-:.�'f 'f�A1 --9P '9/O/H/O��/9 %/.�; �Y// ///////////////// ��X'.�%q //////. / my,.a.�or.�arn/a�iaei,�aeii saera�////// p� �', % % j �% ■ ...o..-...,wtrwsr�,ras�.Y/6.�7///,/ia�� �V � . I':,y :1� A s+'"%�� ��.�:. j � j j � � ■, BUILDING *C' o # • � + • • 11 1 1 11 1 � 11 �� Manufacture and Install One (1) Double Face Internally Illuminated Sign Main Cabinet: #9 TubeArt extruded aluminum cabinet with #6 retainer and divider bars. Side retainers removeble to slide faces out. .177" white flat lexan faces. 1st surface vinyl tenant graphics 3D'. Paint cabinet Dark Bronze. Internally illuminate with HO Fluorescent lamps. Side Cabinet: 1.5x1.5 aluminum frame with .090" aluminum skin, paint to match existing sign T D D). 2x2 aluminum accents with .090" filler, paint off white to match existing!T To face is .125" aluminum with r7LED aint Matthews MP07250 (190) Mossy Pine, Satin. 7328 White acyrlic backup. er Ily it uminate with GE Tetra WMount on w p nc o lip fit over pole with removable side panel due to overhead powerline clearance. Provide p d concrete footing for masonry. Exact masonry TBD, to match existing. stf� I req lu K-0110 I kic'-k CC VWAJ Tor(juhc{� 100x,- ;• 12'-0" ; 5'-2" 10'-6" n7 I ,4, 3$ Mossy Pine I CELEBRATION/ S CENTER1 1 4'-8 3/4" VO -� 3 �j \0 - Dark Bronze - TBD `1i �Z TBD I �._ r p i Nit co I 1 Elevation View - Internally Illuminated D/F Monument Scale: l/2"=1 0", r -1c\ t %0 z s Z "'1x 2 10 2� 0.. X 2 G 91 8 . , TUBE ART GROUP seattizJffica 1_715 S,E. 5,*h street 3-:le„u�' WA 9S035 2D6.223.1122 800.562 2554 Fax 205223.1123 TUBE ART GROUP 1705 4th Ave South, Seattle, WA 98134.1514 j 206.223.1122 i 800.562.2854 j Fax 206.223.11: Calculation 2012 IBC I Height I Section Width Exposure: I B Wind Load: Date: 9119/2014 Design Wind Pressure p=CeCgCf-1 Job Name: Celebration Ctr 0-15 1 18.05 Location: FeclWa 15-20 19.51 Calculated By: sb 20-25 20.9 Wind Load B-90 25-30 22,13 Overall Hei ht: 9' 0" 30-40 24.46 40-60 27.66 Section I Height I Section Width Area I Pressure P.S.Fj Force Lb. I Cnlr- Ft Moment Lb. -Ft. 5.50 12.00 66.00 18.05 1191.30 2.75 3276.08 B 0.00 1 0.001 0.00 0.00 LA C0.00 0.00 0.00 0.00 D 0.00 0.00 0.00 0.00 E 0.00 0.00 0.00 0.00 Totals 66.00 1191.30 3276.08 12 S req = (Moment Lb. -Ft. total) X 36 X.6 X 1 S req = 0.91 in3 ( For Double Pole Sign) 1000 Description of Pipe Required Wall Lb. / Ft. Sm. in3 Option A 2-112" SCH 40 PIPE 0.203 5.793 1.064 O tion B 4" STL SQ. TUBE 0.1875 9.42 3.3 Foundation Calculation ( 1500 Ib # Foundation / Lateral Preasure ) OOIIbIB'Pofe', A= 2.34 X p ( 0.596 ) 3 13x.3 2 2 (Depth) (Lat. PSF) (Fig, width) (Ftg. Length) 0.300 2.828 0.821 3.881 d= A 1+ SQRT ( 1+ 4.36 x In ) 2 A Footing Dimentions Width: 2 Len ht 2 Side View Depth: 3.187 Scale: 1/2"=1'-0" Yds. Concrete 0.47221 Ea. Footin . 094442 Total Concrete Required Ste'= -g+= Z fzY+M,-aceS 4,R 3(o pa- -Ease, h= 2.750 A= 1.643 d= 3.187 # of Bags 51.00 4" std steel pipe o ao OFI W C) I cc t W I W i N-, 9 I 00 8x5x1/2 steel pl -- - I I I 3 t/z" 3/4" dia,. threaded rods, dbl. nut at bottom, 18" -= " min. embed (4 typ per footing) ,Front Section View - Internal) Illuminated D/F Monument Scale: l/2"=1'-0" 3 Plate Detail- Qty- 2 Scale: 1/2"=1" -1 6" f� 2'-0" 4'-8 3/4" VO 10'-6" 10'-0" -4 '/2 12'-0" 12'-2" 1.5x1.5x1/8 aluminum sq. tube --- 2x2x1/8 aluminum sq. tube CEL EBRAT�ON i- 1.5x1.5x1/8aluminumsq.tube C FENTER L1.5x1.5x1/4 aluminum _ 1/4 -� TAG #9 body, #6 retainer o 2" aluminum divider bars 0 � I r— CM Fi 9 3/ d 2x2x1/8 aluminum sq. tube L2x2x1/4 steel I CMU Block base with stone veneer (By others, post install of sign) I 1 8" 6" 1" --------=--- 7/8" dia. holes 1/2" steel pi t 4" std. Nall steel pipe (4.5" CA.) f- - ----- - - .- - - - - - - -.- ;.-) r t t st -_ 1/4 --- - 1" dia. power hole (1 plate only) o 00 ih 1 -13"[- 2'-0" 2 Side Section View Scale: 1/2"=1' 0" RESUBMITTED Nov 0 4 2014 CITY OF FEDERAL WAY CDS 1111, TUBE ART GROUP Portland Office 4243-A SE International Way Milwaukie, OR 97222 503.653.1133 800.562.2854 Fax 503.659.9191 This original artwork is protected under Federal Copyright Laws. Make no reproduction of this design concept without permission from Tube Art Group. 1214 Customer Number 323966 Quote Number 123986 Celebration Center File Name Allan Conant Salesperson Danny Rollins ml� Drawn By Checked By May 14, 2014 M Juen18,2014 ( ] Approved [ ] Approved With Changes Noted Customer Signature Date Landlord Signature Date " Celebration Center 1414 S. 324th Way Federal Way,WA This drawing is Intended to provide a reasonable representation of the final manufactured article. Fasteners and seams in materials may not be represented exactly as they will be fabricated. Colors on prints may not accurately depict specific colors. 4 of 5 FILE TUBE ART GROUP 1705 4th Ave South, Seattle, WA 98134-1514 1 206.223.1122 l 800.562.2854 I Fax Calculation 2012 IBC Date: 10/31/2014 Design Wind I 0-15 15-20 20-25 25-30 Job Name: Celebration Ctr Location: Federal Way Calculated By: sb Wind Load B-90 1000 Description of Pipe Required Wall Lb. / Ft. Sm. in3 Option A 2-1/2" SCH 40 PIPE 0.203 5.793 1.064 Option B 4" STL SQ. TUBE 0.1875 9.42 3.3 Wind Load: Cf -1 18.05 19.51 20.97 22.13 24.46 27.66 30.28 Cntr - Ft. Moment Lb. -Ft. 2.75 3276.08 0.00 0.00 0.00 0.00 3276.08 0.91 in3 ( For Double DOUbie`Pole A= 2.34 X p ( 0.596 ) 30-40 Overall Height: 8' 0" 2 2 40-60 (Ftg. width) (Ftg. Length) 0.300 60-80 0.821 3.881 80-100 ection Sq Ft. 2 Section Height Section Width Area Pressure P.S.F Force Lb. A 5.50 12.00 66.00 18.05 1191.30 B 0.00 0.00 0.00 C 0.00 0.00 0.00 0.47221 Ea. Footing 0.00 1 0.00 0.00 E L::D 0.00 0.00 0.00 Tota Is 66.00 1191.30 12 S req = (Moment Lb. -Ft. total) X 36 X.6 X 1 S req = 1000 Description of Pipe Required Wall Lb. / Ft. Sm. in3 Option A 2-1/2" SCH 40 PIPE 0.203 5.793 1.064 Option B 4" STL SQ. TUBE 0.1875 9.42 3.3 Wind Load: Cf -1 18.05 19.51 20.97 22.13 24.46 27.66 30.28 Cntr - Ft. Moment Lb. -Ft. 2.75 3276.08 0.00 0.00 0.00 0.00 3276.08 0.91 in3 ( For Double DOUbie`Pole A= 2.34 X p ( 0.596 ) 3 /3 x .3 2 2 (Depth) (Lat. PSF) (Ftg. width) (Ftg. Length) 0.300 2.828 0.821 3.881 d= A 1+ SQRT ( 1+ 4.36 x h ) 2 A 2 • Footing Dimentions Width: Len ht: 2 Depth: 3.187 Yds. Concrete`1 0.47221 Ea. Footing A= d= 0.94442 Total Concrete Required # of Bags RESUBMITTED NOV 0 4 2014 CITY OF FEDERAL WAY CDS