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Home My WebLink About19700 67TH AVE_993526_2026 CN D O c o =r o O 3 N� O _3 3 0 - N Do n o * C oDD O 7 O N N N ~ O O O 0 D i 0 w 0 CD C� oc a � a� C CD O O W �• � C CD CCD feAlr-- A-1 SZ,-3 C' a�2 L C I -rV OF ARL I NGTON CONSTRUCTION PERMIT PERMIT NO_ o SS—ZnaS Owner: SNOHOMISH COUNTY DEFT PUBLIC WORKS 1201 BONNEVILLE AVE SNOHOMISH Value of Work: $300,000.00 Tax ID: 153105 -1-Oi5--0002 Phone: 425-388-311s" Describe Work: CONSTRUCT NEW MODULAR OFFICE BUILDING ' Proposed Use: OFFICES Legal Description: Job Address: 19700 67TH AVE Contractor' s Nai+,e Type Address License# SNOHOMISH COUNTY MAINTENANCE OWN 1201 BONNEVILLE AVE TOTALS Fee Permit Fee $450. 00 Site Civil Fee $2,350. 00 SIGNATURE4��T TOTAL FEE... . . .. . ..... . .. . $2,800.00 1 HEREBY I HAVE READ AND hXAMINED THIS APPLICATION AND PAYMENTS.... . . .. . .... . . ... $1,266.71 KNO .iHE SAME TO BE TRUE AND COR- REC LL PROVISIONS OF LAWS AND TOTAL DUE... .. . ..... . . . ... #1,533.29 0 UJINVIidCES V ERNIi�! THIS TYPE OF W R ILL B 11PL WI WHETHER S E ' IE1LH -i I DATE RECEIPT # Aj DING 0 CIAL P � I �� -W2 - _- Snohomish County Public Works Maintenance & Operations Robert J. Drewel May 26, 1999 County Executive Mr. Dave Anderson Arlington Building Official 1201 Bonneville Ave, 238 N. Olympic Snohomish,WA 98290 `� (206) 388-3489 Arlington, WA 98223 FAX(206)388-3138 Toll Free(80o) 562-4367 Dear Dave' TDD 388-3700 Subsequent to my visit to your office yesterday regarding the ongoing reclamation of our former gravel pit, on county property within the City, 1 want to ensure We are continuing in compliance with your requirements. Upon review of the 1997 UBC, Chapter 33, Excavation and Grading, we are exempt frorn the grading permit pursuant to several of the provisions of Section 3306.2, 1, 6 & 7. The discussions with City Officials in 1994 provided initial concurrence with our reclamation plan for the former pit. That ongoing work is in compliance with the DOE NPDES permit under which the County operates. No written plan has been required by DNR due to the inactive, grandfathered nature of the pit operations however; we will be preparing a master plan for the completion of the reclamation, paralleling the Soils/Geotechnical/Civil engineering requirements of the referenced Chapter 33. Two copies of that completed plan will be provided to you, later this year. We are pursuing this in good faith to maintain our good working relationship with the City and want to ensure there is some documentation of our activity, for both our organizations, in the current frenzied 'permitting' environment in which we work. If I have understood your requirements and the above meets With your approval, please acknowledge by countersigning below and returning a copy to me. Sincerely, b ampbe Dave Anderson Operations Planning Specialist Date Snohomish County Road Maintenance Arlington Building Official recycled paper TO P — DAT TIME M FR ——� P H 1_ AREA CODE 4 pF V Np. s•3gg•3�� Snohomish County EXT. Public Works E M Maintenance & Operations E �� Q ---- _ Robert J. Drewel A County Executive NV��6 PFIONED❑ CALL ❑ RETURNED❑ H'ANTSTO WILLC 1201 Bonneville Ave. BACK CALL SEEYDU ❑ AGAR Snohomish,WA 98290 238 N. Olympic (206) 388-3489 FAX(206) 388-3138 Arlington, WA 98223 Toll Free(800) 562-4367 TDD 388-3700 Dear Dave' Subsequent to my visit to your office yesterday regarding the ongoing reclamation of our former gravel pit, on county property within the City, i want to ensure we are continuing in compliance with your requirements. Upon review of4he 1997 UBC, Chapter 33, Excavation and Grading, we are exempt from the grading permit pursuant to several of the provisions of Section 3306.2, 1, 6 & 7. The discussions with City Officials in 1994 provided initial concurrence with our reclamation plan for the former pit. That ongoing work is In compliance with the DOE NPDES permit under which the County operates. No written plan has been required by DNR due to the inactive, grandfathered nature of the pit operations however; we will be preparing a master plan for the completion of the reclamation, paralleling the Soils/Geotechnical/Civil engineering requirements of the referenced Chapter 33. Two copies of that completed plan will be provided to you, later this year. We are pursuing this in good faith to maintain our good working relationship with the City and want to ensure there is some documentation of our activity, for both our organizations, in the current frenzied 'permitting' environment in which we work. If I have understood your requirements and the above meets with your approval, please acknowledge by countersigning below and returning a copy to me. ib erely, ampbe Dave Anderson Date Operations Planning Specialist Arlington Building Official Snohomish County Road Maintenance recycled papers I - ■ ■ ■ p � m m w m �❑xx U3 m 9 w w I " C = �r --4 C) ,, rt " �t c O rt aQd O° 9 m a _1 CD o {'o m - m -- fi 'r'! P3 m - PO ' L, < G O 0 CL o bo CO - m a C7 w tl�3 m p Z CD 0 %O p ~ T _ a' — n N r Jy Ci` Ln S ❑F" ^ o -3Ji I... lin r� ❑ o d ^t m C3 o �• -� a W a �Cn,J, � I - 0CD 7 n F - QQQ y '�= H ttt999 3 y m o y e.a 4.7i o y G _ cn o _ - T 3 C Q YG• - S c <- -T 3 .o o�i ru - _10 El ` _ r❑ 4 " 00 CD ID ca ID s F T a ' c o ° s ' CD cl ru m Q❑ 19 ❑ $� L CDC D Qa i »N CA Gn IN PECTION REPOR� Permit No.: �R� Lot #: • — Address: !q (700 67 Contractor: ��n /�/ p 1 nl�gpl�4, Owner: (_—Le' VGiA/t2M� 1 �, Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION -L��ORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Insp _ - - -- — Date: —_ Q- - YPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in n a I ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT -- i Permit No.: ' Lot #: Address: / ?L D (p 7 77' ate• Contractor: • Owner:�"w �J Date: -mod /. m_ ,.. --A-1PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. r Inspector: -� Date: TYP OF INSPECTION REQ ESTED ❑ Under-floor ❑ Framing Gas Piping El ❑Footing ❑ Drywall, Nailing Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation 0 Other: �, �/ M INSPECTION REPORT Permit No.: Lot #: Address: /2 700 6 7 T"'-dc&z Contractor: k"S74'-' �yi Owner: Date: 0 APPROVAL PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: TYPE OF INSPECTION RE UES ED ❑ Under-floor ❑ Framing Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork J(Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT Permit No.: - .35 cue-, Lot #: Address: /M)o Contractor: ) Owner: :-3b'fol"'34,- Date: 42- a!'- l �Jlteelle.t. —Er-APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. i o-cl - Inspector: �:7Date: PE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping U Footing ❑ Drywall, Nailing ❑ Consultation 7>17 Foundation ❑ Shear Nailing ❑ Groundwork ❑ echanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: c-h /"'�,,:'v�'.� •zv.v.'' '.,�, p1� �',, �,.---��,�••..•�i;r�� -•",W,Yw•'s'.r'�,:rsw G�: 1. �'�•y Cv .A� J L c'� / J "��'. . '" b✓" �+,. vfG J. rD • ,� T[t•ai^y r.rrtmm ..,,,...mn.m,,.o..m...rmm.m.mmm.mn.+mrr[^^I�tA4!vr^^m'q!!n^ 4�'S1•!mY.m nmmn.. ,:• .. q�np�vy/^�a^.^!mTKnmrmm�rmr?!mnr �`� H H z n N z � o o o < ,:�• �° � � n O N � LO.r, � � z � r••ip I j f. � Ln a0-4 �] H tTl nLr�7D C�J I� )li c Ry a ~ n w ,�� C tr] �• � I p � Z `•. R� r 9k H s n z f o d d 0 rri n nn V •t• rt nIt a fD rD rt /� r t'cs M '+iuun- i.»w.aww�Wu ....wii. --uti-Wtii�4:wuiuuv-.-.. ..:'.'w:uiNuiutuivav�)....... UuM4uiuVwW.uuu..uA.wtiviu•iiuuuwuul4i�ui4ui.4uiiiiwa�JaJN1N1u4Yu[w�tiruLMWAUW lufiiuui'l4wMuiJA4l414lJuwu w4A Y b, 111 �� ..•1:m7":.?�-'i �'�r 1'�A��.�9a�e'�r"�� 1 w, � ''. �V '�-•t'x?R,.m+-.n+mm�'t..�" `�:tf .... • . i�,'!' •S t�i.!�i�• t �. N��•!�y, ,d X• �� n ,. �Slt�r• !��,h blic Works pe GrO V (360) 435-3811 Partment May 10, 1999 FAX(360) . Steve Pratt Snohomish County Public Works Depar-t r� 1201 Bonneville Ave. it Snohomish, WA 98290 RE: 67th Ave.Right of Way. Dear Mr. Pratt: The City of Arlington would like to request from Snohomish County along 67th Ave- iv r1� is time tY g ou�ld additional0(thirty)feet of roa(sedway attached section from 188th t St. ofthistot o04th St ! Tv additional R.n Wt,sfrentage of Your District Of Way P P J 'ct is ftfr] this would replace tile exist. construct a five la The first phase will end approximately 7 00' sou t1 ded ar,d scheduled exsting two lane to 204th St., this would occur hopefully du rir, r Of Count for the 2000 co lane section b t1l , 2002 3 facility with construction seas �onstn,ctio,t the second on. It has come to our attention that the County is seaso,t phase continuing portion of their site,parallel to 67th Ave. T1io Cilartn1119 to install of Way and building setbacks to accomnzodot , ty v� Arlin > a modular office of the coup 's office buildingin relation to `tl1e P/annedgoot «'ould like to establishtr<`the southeast attorneydraft the Right of Way dedication ci tlt Protect. dway Construction proposed Right t; Y ocurrte1jts If this is agreeable , and avoid the reloc , Y Y P `on post-haste for your review COunty, 1 Will have ou°n Thank-you in advance for our coo Brat io,� concerns please contact me at(360)403-345-7 cent„t`, this regr,est. Should you have Sinc 1 rely, e any questions or i '4�c u Marc Hayes Superintendent of Streets MWmh cc: Ken Reid- Public Works Director 816 N. West Avenue O Mailing Address: 238 N. Olym is p Ave. O Arlington, WA 98223 � r Snohomish County Public Works December 5, 1999 Robert I Drewel County Executive Thom Meyers 2930 Wetmore Avenue City Administrator Everett,WA 98201 City of Arlington FAX(425)388-6494 238 N. Olympic Avenue Arlington, WA 98223 RE: Snohomish County Maintenance Yard—Office Building Permit Application#99-3356 Dear Mr. Meyers: Over the past few months we discussed our permit application to place a modular office building at the Snohomish County Maintenance Yard, and the city's related request for mitigation towards the improvement of 671h Avenue N.E. Our discussion has focused on the manner by which appropriate mitigation could be made that would fully satisfy city code requirements. An approach that we have agreed upon is for the county to perform certain maintenance or capital work of an equivalent value to the mitigation obligation. The following is a list of suggested projects located in the Arlington/Smokey Point annexation area, which could be performed by Road Maintenance forces. We do not have a preference as to which work to perform, we only ask that work be selected such that the total obligation is completed within three years. You may also wish to consider a mixture of projects and also continued county maintenance within the recent annexation area. Project Type Project Location Est.-Cost. Drainage—infilt system 17923 31 st Drive NE $25,000 Drainage—infilt system 17717 31st Drive NE $25,000 Drainage—infilt system 17805 31 st Drive NE $ 8,000 Pavement Overlay Totem Park Lane, 176/177 P1 NE (0.43 mi) $26,075 Pavement Overlay 43rd Ave NE, N. of 172nd St NE (0.35 mi) $21,225 Pavement Overlay 174th P1/38 Dr NE (0.18 miles) $10,920 Pavement Overlay 36th Dr/l77th P1/38th Dr NE (0.22 miles) $13,340 Paving, Centennial Trail (11/2"thick, 12' wide), price/100' length $ 450 One year of routine road maintenance in annexation area, including $15,800 sweeping' mowing, asphalt patching, catch basin/storm sewer maintenance (vactor), traffic striping/signs/pavement markings. Thom Meyers December 5, 1999 It is our understanding that the pending permit will be issued contingent upon the Department of Public Works providing$100,000 of work to be performed under our the authority of the current Maintenance Agreement. The work to be performed will be at the descretion and priority of the City, and may include projects listed above, or others as can be reasonably accomplished by county forces or contracts. Although the suggested list is in excess of the total dollar value of projects required, there may be a number of priority projects the City would like accomplished. We also continue to be interested in additional contracting for efforts in excess of the mitigation credits. The estimated costs for paving are based on 1999 actual costs. Projects selected will be billed for actual costs incurred at current labor and equipment rental rates. If I can provide additional detail to the project options or respond to other proposals please contact me at 425-388-6450. Thanks for the time you and Ken have spent with Dugan and I on this matter. We look forward to working with you on this and other projects of common interest. incerely, Loren J. Sand P.E. County Engineer Cc: Pat Dugan Peter Hahn _ _ r' ��_ TSE FAX Architecture 4 Engineering k Planning Date Sent: 8/06/98 L. p0 Name: CRAIG SEDLACCK Ij ! Firm: LABOR AND INDUSTRIES Total pages: From: KEITH RYAN/TERRY POWELL v 19 69 p�,C Subject: - RESPONSE TO CORRECTION NOTICE SS/QNA( G` Project No.: PLAN REVIEW ID# 9900424 AUG EXPIRES 8/2p/0p COMMENTS: --' RESPONSE TO ITEM #6: PLEASE SEE ATTACHED DETAIL 9 CAL C. RESPONSE TO ITEM # 7: PLEASE SEE ATTACHED CALCULATION RESPONSE TO ITEM #11: PLEASE SEE ATTACHED DETAIL RESPONSE TO ITEM #14: STEEL BEARING PLATES HAVE BEEN ADDED, PLEASE, ATTACH ED'DETAIL. RECEIVED DEC 31999 C5/ CITY OF ARLINGTONI �P a� 12810 N.E. 178th Street Suite 101 Woodinville, WA. 98072-8702 (425) 481-6601 A FAX(425) 481-6371 A tristate@netos.com .,Zrlfi,.v SbIlo �As 2of PROJECT: JOB#: T5E Architecture• Engineering,& Planning BY: VVI KR 12810 N.E.178th Street,Suite 101 Woodinville,WA 98072,L(425)481-6601 DATE: N01J 5TRuc,ue4L- �uMPaNEn1T WhTE2 NE,,7r_rZ- = lop G/PIIoA) T+N X -1'oTAt, �Q (SEamic, FolleE) FM = Zk 163q, = 3 268 From 7,43Ir TR '( (2) STEEL 5?2�PS .¢QGUr�O l,4 N,r ,'� FatcE Prs SrnaP4� Y I & ' Sr2,�p w/ 5/g:" NaIE fo& r jWLTIM•47C- LLao) fo/t,-C- AT /ECD A�a( • 9�. ,la +5 sl U,d lav 1732 /csy ; o 4A)e66R R G-F To W Aar TX (9 S/g ` X 3 ' 4A 6 5 c a kr ERGPI ENo s r 12 Fa ac� E,acy LAC- Sc/2r _ I_� �= /7 PC rt 24cN OF PENr7'12ATi6N ( Fati 5 LAG N H r' to �,rk V)r= 357 K 1,15 x Z �2l ` > �1? oK NsE �2� 11/21wloE It, GA Srf2APS e,oC40 i �` I 3e F (v PROJECT: JOB#: Z315 TSE 2 Architecture• Eng►neering A Planning BY K ' 12810 N.E. 178th Street,Suite 101 Woodinville,WA 98072•(425)481-6601 DATE: 7 �MTE 2102. LO N L WALL SU��pR f' E' -T D X 33 -.� y ��AcTla�1 FNp 30 IM r56,J A Z 3 FRoyl WAG L TUP P[ 4-7,-r5 70 Z V L) (L/) lod IVAIJs FR6&1 -,r6 -rlLa Pv" L � 1999 '1 T5E PROJECT: JOB#: Kk BY: Kk Architectu • Planning 4` p 12810 treet,SURD 101DATE:Woodinvill •(425)481-6601 (4) 10d TRUSS BOTTOM CHORD X X X SIMPSON A23 ANGLE w/ 2x4 BRACE (4) 1 Od Y, ` %Z' NAILS FROM 2x4 BRACE TO WALL TOP PLATES WALL TOP PLATES EACH END OF WALL (TYPICAL) INTERIOR WALL BRACE r J ca i y , �oF6 - TSE PROJECT: JOB #: 231 Architecture.Engineering.Planning BY: 12810 N.E. 178th Street.Suite 101 (� DATE: Woodinville, WA 98072-8702 •(425) 481-6601 M L DRAG TRUSS END TRUSS PER PLAN 3/8" dio. MACHINE BOLT ® 48" ox. INSTALLED ON SITE (TYP. ® TRANSVERSE M/L) ROOF CONNECTION @ MIL - - ` .!ION IN � i . i �u 1 21599 J RUG-05-99 THU 15:00 - c m G7 y —� co m �� v N rn p '0o S;z c Ln 1� x i Fri � N S 0 x n, m r ' N a r C,+ p C��Z y —I m C7 `O I Z m v� gig ^ l J C)Z Z S � I� �X C _ vl � r., w N x m M r i TSE Architecture' Engineering k Planning WHITLEY EVERGREEN, INC 14219 SMOKEY POINT BLVD. MARYSVILLE, WA 98271 RE: Structural Plan Review Report For Factory Built Structure(UBC) I have reviewed the plans to be submitted to the State of Washington Department of Labor and Industries and find them to be in compliance with current Washington state regulations and our structural calculations. All known deficiencies have been corrected. Plan Data: qqDS /� �! 1. Serial Number. 5J J (�3 —A 2. Job Number: �2 �2i 3. Project Name: e7NO HMS,N COL)Nj� OjEF7616 B(rD6, Drawings Reviewed: Sheet Number Date Drawn Latest Revision Date AUK t 19099 2 9 14 p i CO 2� 0 �-G rSTER49 �- t----- �ss/ONALTZ�G 5 , I � G z9L-99 EXPIRES 8/20/00 Remarks: 12810 N.E. 178th Street • Suite 101 A, Woodinville, WA. 98072-8702 (206) 481-6601 A FAX(206) 481-6371 A, tristate@netos.com PROJECT: W ITLE r`E UERGKcw JOB#:z - T5E K Architecture- Engineering• Planning -501)goMisM Cov m ry BY: � 1 R 12810 N.E. 178th Street,Suite 101 Woodinville,WA 98072•(425)481-6601 ()F F I e- g H U-J>10 6, DATE: lO �� 0� 3z L47'ER,4L 444LPSIS l FRONT, _ PLh►J VIE �f 12U' RE/tR f TKANSVERSF u SN�RRwgw TRkNS#EA5F �d V ci i 2 1999 �Ro Nr Pp 4 ASI��► 0 `• 9 � ctsTER�' o�ssIONAL JU142 91999 EXPIRES 8 120/00 PROJECT: JOB#: 3 T5E Architecture A Engineering• Planning LATERAL ANALYSIS BY: K\ R 12810 N.E. 178th Street,Suite 101 Woodinville,WA 98072•(425)481-6601 1 AT9-97 DATE: 9y Wind Exposure Zone R Snow % Snow DL roof DL floor Levels 80 C 3 5.5 25 0 17 10 1 mph 1.2 Soil Type SD psf % psf psf F Import.Factor Wind 1.00 seismic 1.00 Width Length Eave Ht. Rise Gable Ht. Wall Ht. OH left OH rite OH sides 41.5 120 8.6 2 8.6 0.5 0.5 0.5 ft. ft. ft. ft. ft. ft. ft. ft. ADDITIONAL WIND AREA: TOTAL SHEARWALL LENGTHS: Area left Area rite Area front Area back Lsw left Loc."X" Lsw"X" Lsw rite 0 0 0 0 27.6 60 27.6 36.6 sq. ft. sq. ft. sq. ft. sq. ft. ft. ft. ft. ft. Gable Ht. 3.86 ft IAdd-1 Plan Area Shield Factor Lsw front Loc."Y" Lsw"Y" Lsw back Over. Ht. 12.46 ft 0 1.1 84 72.5 Ce 1.06 Ce (roof) 1.06 sq. ft. ft. ft. ft. ft. p (roof) 17.4 psf(horiz) RESULTS At (roof) 467 sq ft WIND TRANSVERSE Ce (uw) 1.06 V left V x V rite p (uw) 22.6 psf eave 4947 Ibs 9894 4947 At (uw) 516 sq ft floor 0 Ibs 0 0 p (f) 22.6 psf At (f) 0 sq ft SEISMIC TRANSVERSE Vt(we) 19787 Ibs eave 2856 Ibs 5711 2856 Vt (wf) 0 Ibs floor 0 Ibs 0 0 Al (g) 88 sq ft Al (uw) 178 sq ft v(roof)= 115 plf 115 115 Al (f) 0 sq ft v(upper)= 179 plf 358 135 VI (we) 6019 Ibs v(lower)= 0 pif 0 0 VI (A 0 Ibs RL 21.036 ft OTM = 1659300 ft Ibs DLRM = 3423800 ft Ibs A (roof) 5143 sq ft UPLIFT= 0 Ibs DL(roof) 87423 Ibs DL (uw) 10320 Ibs WIND LONGITUDINAL DL upper 97743 Ibs V front V Y V back DL lower 0 Ibs eave 3009 Ibs 0 3009 2.5*Ca*I/R 0.1636 floor 0lbs 0 0 Vt(se)' 15991 Ibs ' Vt (sf)' 0 Ibs SEISMIC LONGITUDINAL E VH 137520 ft. Ibs eave 5316 Ibs Au � 2 c5 5316 Vt (se) 15991 Ibs floor 0 Ibs 0 0 Vt (sf) 0 Ibs VI (se)' 14886 Ibs v(roof)= 44 plf 0 44 VI (sf)' 0 Ibs v(upper)= 63 pif ------0 _73 E VH 128021 ft. Ibs v(lower)= 0 plf 0 0 VI (se) 14886 Ibs VI (so 0 Ibs DL bldg 165000 Ibs SIX PLEX OFFICE BUILDING Pt 1 PI 1 v 11.11.98 - TEE 2 PROJECT: JOB#: Architecture,& Engineering• Planning LATERAL ANALYSIS BY: KR 12810 N.E. 178th Street,Suite 101 I Woodinville,WA 98072•(425)481-6601 I ATE p-g7 DATE: 3 TRANSVERSE SHEARWALL DESIGN MOD SIX PLEX OFFICE BUILDING EVER LEFT ENDWALL hf Roof Tributary Width 1.5 ft. pw 0 Element Length SEE'J S H E E r5 13.8 ft. NO• N-5 ® F-Ok D'E51G,J WNLL M QW1 F:OaC F S a RE1►J F 0 AcF-MEA', �'RhaS I�EKSF S EE SHE ET 7 lT-Ec-r,0ti 0 RITE ENDWALL Roof Tributary Width 1.5 ft. pw 0 Element Length 9 ft. I 0 TRANSVERSE INTERIOR SHEARWALL: "X" Roof Tributary Width 2 ft. AUG 1 i5�9 1 �� A w Element Length 13 ft. TSE Z3 PROJECT: JOB#: Architecture• Engineering L Planning BY: KK -rM 12810 N.E.178th Street,Suite 101 Q U Woodinville,WA 98072,&(425)481-6601 DATE: / I REDISTR11au7F 5HOk IN T PAOSVFRSF_ VI -, o' q I x 1 l 789 7 So 3 W INTERIOR TEWoR °G 30 � sw #1 --y 14.5 x131 1= 2.3I.Iq# 30' 30' LEFT- _�20 3O;x 19789 �9 N7 12b LEFT WALL gfyl : 18b �I F wsF s wI A w'&wj T7QAp W/3 w2 1�i� ' (SEA sNEFi 1) �tFUFi 160 8,b' 13,a') r - ,y3 .r L optIr-) Isqg USE I.Sr.�zl Y.i?I^ WALL ki ll/tRJ ` I V_M4A = Z31 I # _b�P�F , , 14SF Swl c�5�lr- S-7 6 s�' T C = x 6 �= �6D vr: _ (9 x B,�'xlopsF� + (Ipsf X/,s'x9'�= 93� 5&0 till? . • I�SE L.STf}2 Y - PA A,TkY TT I 1 I PROJECT: JOB T5E #: Z 3/$ Architecture• Engineering L Planning BY: K f _ 12810 N.E.178th Street,Suite 101 q C, Woodinville,WA 98072 A(425)481-6601 DATE: 6q / ✓ -zmre R►o/Z S h4UALL � 750 3 - s y3,�rF usE s� y [3,s' S g3p1 F �X 17Lxl�'psF r UP�rF L) 31.71 u . NSE (M49KFr-3] S.►JTEKIoR SHF,�RW�ct-�Z l3.� 11O�F s, 30 x8,6 . _ 301°� � Z c 14SF(3)LSs#ZI (MA 2f �z AiT F I f � - TSB _ __ PROJECT: JOB#: 3 Architecture,& Engineering A, Planning BY: 12810 N.E. 178th Street,Suite 101 Woodinville,WA 98072•(425)481-6601 DATE: C.HEcK �A)4-NO9- tTIZApS FOIL SNEA/Q UP K/t 410WA ()v ST2kP VAL965 (-KEQ CoM PoupiZ-- ti If- � 41100 _ Z 2 • 2 � Z T21A2. 3!5 f S 20 # (-NF-e,k `150 411E ONLY Z/ N x (3/sa� = 2 2 2 7 Z' LE- FT- WALL, V�= yyy?� (22, � PsF►c 1S `x 1oOR -roT4-t. S RAPS is _ Fog S 4 = L yGD u5E STRAp LD F.&4 Z N EAcM CGRA) EN,o O F S HF�Ru1/��G C�,4�K D i f2 E GT/ONl F»2 kpoP'r 1 FpR SMrA/Z 1:N?E K)o2 5;R q p5 Loe,4^► ro 30 r'2am LEFT EN. v= 22"6�sF x y-3 X 15 1 q58 A- FIIp/� Auld 12 I 9 S 9 USF ST2,4P yS FROM k/M Fo K T5C PROJECT: JOB#: Z 31 ,architecture• Engineering A, Planning BY: KR 12810 N.E.178th Street,Suite 101 Woodinville,WA 98072,&(425)481-6601 DATE: 14TER10►Z S HEP'a WALL- A i M�I. YFlao 2 — 750 (30 'x � 3' +- ZZ6PsF x Y-3 ) = to y2� CAE:c,k '5 STRAPS e04fAw," 44Q 9/E Z sT'Q/Ws � y�o Fo 2 5 Hr4fz- -A-1I oW Z z 2 7 = 13 Ssy .: ols Up�,r:; 312o .', 3s�,�,,�s �tsE TO 465�a,�ps (PER SHE-Ei#S� (ZEc�, Focq u�c�F� F�4G K ��-Y Fog S F—Y oe FIbo2 CHE 'K /Or, �>> L10 y S° � S F(E92 ALi ow s �'Z ) )$ZOO } C �, tt27 = �7 v �O7 ► Olt wpof - Z329 t k5F 3 -0rft, STR PS EAGh/ (PER srrf r-s'V5) RF4_ foe FUt- C HF�4/L kP��i=s R IiE W A I.L UFr&62 — Z351 it x Z2. ,vsF .. G/SE y S r nAPS EACH &,)4y ):�oA ! 5 je4ro z &46ff 5I/o Fak L-rPI1FT -' TSB �� PROJECT: JOB#: 3 Architecture• Engineering• Planning LATERAL ANALYSIS BY: K2 12810 N.E. 178th Street,Suite 101 Woodinville,WA 98072•(425)481-6601 DATE: 0 LONGITUDINAL SHEARWALL DESIGN SIX PLEX OFFICE BUILDING FRONT WALL Roof Tributary Width 7.15 ft. pw 0 v (max) = 63 pif Element Length �,r r .r Use SW 1 6 ft. Uplift= 124 lbs. NSF L5 i,4 ZC 0 BACK WALL I Roof Tributary Width 7.15 ft. PW ML i v (max) = 73 plf Element Length Use SW 1 12.5 ft. Uplift = 0 lbs. 0 ROOF SHEATHING: 1/2 in. Span Rated 24/16 with supports 24" O.C. ROOF NAILING: 8d @ 6 in. o.c./12 in. o.c. hf 0 T5E PROJECT: JOB#: Architecture• Engineering• Planning BY: K� 12810 N.E.178th Street,Suite 101 Woodinville,WA 98072 A(425)481-6601 DATE: G �� REINFORCEMENT OF OPENINGS IN SHEARWALLS X1 X2 --------7 i V y2E: v(x) H Y 1 V(y)1 �v L WALL: LEFT WALL wall L wall H X1 X2 Y1 Y2 v 13.8 8.6 4.9 4.9 3.3 1.3 180 ft. ft. ft. ft. ft. ft. pif v (x) = 253 pif ',*5 W 2 v (y) = 337 pif CORNER FORCES : TOP = 203 lbs. HORIZ. = 360 lbs. HORIZ. = 360 lbs. BOTTOM = 517 lbs. LS TA2) V i i5�9 i =■ T5E PROJECT: JOB#: Z Architecture• Engineering A Planning BY: k 12810 N.E.178th Street,Suite 101 I O Woodinville,WA 98072•(425)481-6601 DATE: Q ` WIN1) OVERTuptwo(r MOMF-0f TKAASVl:M-- < DWL,04p 17EsIsTi1V6- MaMT-Alr- (sr-e- 5 0,E r-7� *-' Z) i, No UPilFf WWO VVEM7 uRNJNG �1-On1GIrU01�/�fc-� No 14PO , Qy 1-N SPE c i ioN 7fk44sVERSF 5N641Z, �51�IDIn1G) A FL Pw V 19��1 � (RooF 9- wht.L upPae NgIF) Cwftl.4 t.o ER = Y,3 `h120' nZZ'4fSf F�II}I F 31 yyg BLDG- . DL ± win�,� txp, 1FI- T = �L PL veRr} Pw vEar HaRiz. � q s C e C1 A, RooF = 16.3 s Ps F z 1.0�, X o 71 X �Zo.�K ► '� = 2 9 g y q �w� = IL,38PsF x1,06 K, 3x (ZKKzo ) = 11.011 N F 1 VE 2 7— = /�SovU — 2911�q�, t I z 01 y .t = /�j)�I� FD CoEF, Q F FRI C7),m) = 0 ,30 �L REs1sT-41 (( -V sc. ►DIIJG = 1�11915 " �X0,3;��Ny3�� I I PROJECT JOB#: Z 31 5 T5E Architecture• Engineering,& Planning BY: K2 12810 N.E.178th Street,Suite 101 O I I Woodinville,WA 98072•(425)481-6601 DATE: pN FD2 Th15 CalloI r1oN �W PL A)E I E e ; Na lZ I Zo nJ ,+L CuM p�n�Enlf Ur- P w �, PL REsC4LT4 ►r (601S E/Z 0A77 Vt) pN - TvT/4L WIigo FoncF Fo/z w,+ccs S.G /x 12o x z2.G'ps F 23132 A PW�= Ib.38�sF Xl.o� X. 9 �Zo.s xl2a� 3 0q-W; DIET VER1 -!�- IV?000 - ZI611 *-- Z3�3Z3I. FES. TD 5 Liol k� S. 11 1775 "-e,3 33S33 '�- NE_-r, Nv2►Z Z313Z3 a- — 33533'�- LOO Ef Co r�rR dGS toPir►cocUNy � o&i2, 6) 4A)MWOX,49E FRONRIC 2 OF Qu�c�l�J d i T5E -3`� � PROJECT: JOB#: Architecture A, Engineering• Planning BY: 12810 N.E. 178th Street,Suite 101 // G Woodinville,WA 98072 A(425)481-6601 DATE: (O D ! �2 C Hou >'o 2 c F 5 TRAnlSvEaSE D►2ECfle►J 197 x CHECK (2� NEM F/R 7Zo pc�rEs HJ/ 16444/45 _ f 2ZINg1L �d = 77 12i1 = 12S ) = . IZZ x, 77 x 1.33 7 V4 I13 F�cy SIDE aF LOW 6, DIQEG11p� SD�1C� CF yQ �J _ �y8$� x �I� 5 _ y3 4�- 8 � g x 120 usF &I ,+45 jEA e 14 S ID E O.F— SPL/CF I s �� . . � � 1 � F� � �y � ■ � f� � y �� I I I I I TSE )A" Z 3 PROJECT: nin i ipi IGT JOB#: Architecture• Engineering A, PlanningMODULAR BY: 12810 N.E. 178th Street,Suite 101 y Woodinville,WA 98072•(425)481-6601 DATE: 0 / 1`3 VVIND UPLIFT FORCES AT ROOF MODULAR CONSTRUCTION INPUT: Wind Exposure Method Import.fctr DL roof 80 C 1 1 12 mph psf Width Length Eave Ht. Rise OH end OH side 41.5 120 8.6 2 0.5 0.5 Enclosed? Y ft. ft, ft. ft. ft. 1 COMMON TRUSS (NOT IN AREA OF DISCONTINUITY) i AUG 1 2 1999 Truss spacing = 2 ft. Wind Uplift= 44.54 plf Cq = 1.3 Roof Dead Load = 24.00 pif Net= 20.54 plf Upwai+d Truss Uplift Reactions= 223 lbs.(at wall) 213 ibs.(at m/L) COMMON TRUSS (IN AREA OF DISCONTINUITY) Overhang = 0.5 ft. Wind Uplift= 89.08 plf Trib. width = 2 ft. Roof Dead Load = 24.00 plf Cq = 2.6 Net= 65.08 plf Upward Y 11.22.95 Truss Uplift Reaction = 130 ibs.(at waii) USE 4N0oR SI M FS00 H?-rj F-yEo TNFR TRUSS i T5E Z 3 �5� PROJECT: JOB#: {(n _ Archi e• Engineering• Planning BY: 12810 N.E.178th Street,Suite 101 QG C, Woodinville,WA 98072•(425)481-6601 DATE: /�17 7 / MARK SHEATHING bHEA1 HIN(.G SHLANF LUW REMARKS DGE NAILING NAILING 3/8" PLYWOOD 8d 0 6" o.c. 16d 0 8" o.c. s W i ONE SIDE 3/8" PLYWOOD 8d 0 4" o.c. 16d 0 5 1/2' o.c. �SW2 ONE SIDE '4PLYWOOD 8d 0 3" o.c. 16d 0 4" o.c. SEE NOTE 4 , SW ONE SIDE 3/8" PLYWOOD 8d 0 2" o.c. 16d 0 3" o.c. SEE NOTE 4 S W ONE SIDE SHEARWALL SCHEDULE NOTES: 1. SCHEDULE IS BASED ON 1997 UNIFORM BUILDING CODE FOR SEISMIC ZONES 3 do 4 AND ON WOOD FRAMED WALLS WITH 2x6 (MINIMUM) HEM—FIR STUDS 0 16" o.c. 2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. 3. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. 4. STUDS ARE TO BE SINGLE 3' NOMINAL OR THICKER AT AJOINING PANEL EDGES. 5. ALL NAILS ARE TO BE COMMON WIRE. 6. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d 0 12" o.c. 7. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE OF THE SHEATHING. I STRAP- TIE SCHEDULE `4 - 1999 MARK CONNECTOR REMARKS SIMPSON LSTA21 FROM (14) 10d NAILS — W T1 WALL STUDS TO DOUBLE (7 EACH END OF STRAP) RIM JOIST. (3) SIMPSON LSTA21 FROM (14) 10d NAILS T2 WALL STUDS TO DOUBLE (7 EACH END OF STRAP) FLOOR JOIST. i i Jul-02-99 10:06A TSE 425 481 6371 P.02 � q TSE PROJECT: JOB#: Architecture• Engineering• Planning By. Kle 12810 N.E.178th Street,Suite 101 — Woodinville,WA 88072 A(425)481-6601 DATE: Q NOA) 5TRucivaAc, CuM{bAIEN7- WA T E R Hc, -r r_rZ - /00 16TA L I f 3 5 �- �� (Sc-►SM,c root[F-, k)d 3L x �x J13S 3 266 FgoM 7A 16 P �Ry ��, STEEL STR,0s .4aouri0 T�4AJX Foecc �F2 SrnAP = l63V Vs TK.+r' -rR y SC?e.,d G:J 1s�L77M.47� x 33� aw ,,s; 1732 4APeg6R jr-E To LJALL _. TRY (� �y 0 X 3 " LA6 5cIceJ .47- Egc I ej0 e, F6112cr FAeM 1_.9e 5cr7,c�J Sj7 �t � Z W= 35.7 p` * 2 1CH OF PrA)j7w,47-/GN Fort 5�$ tiLA� 1 j U1 357 x I,r5 x 2 �'s 21 FJrz -- — If l� 44 sTAAPs /0)9/b X 10j��r Jul-02-99 10:06A TSE 425 481 6371 P.03 m Yl dROER TRUSS SIMPSON Sn T L5 STRAP _ AT COLUMN TO TRUSS AND COUM TO FLOOR 1 112"wide 16GA. STEEL STRAP \ TOP AND BOTTOM OF WATER `— LONG R i/2' THK STEEL = HEATER, W/(2) 5/8"x 3" LAG BOLTS t9- L 15 C PLATE INTO SOLID 4 X BACKING '--�4X6 COLUMN UNLESS CALIFD OUT a OrrIEWSE ON PLAN 19 0 WATER HEATER ORIP PAN FRONT VIEW PLATE CONNECTION WATER HEATER BRACING DETAIL Seole. 3/4' 1'-0" ® � i I A'Ju 1 2 1999 T5E PROJECT: JOB#: `�� Architecture• Engineering, Planning BY: K2 12810 N.E.178th Street,Suite 101 Woodinville,WA 98072•(425)481-6601 DATE: AEKTICAL CALC.(ALgT)6n6 PROJECT: _ JOB#: z 3�sAl� y - - � T5E Architecture• Engineering• Planning M DE8IG-IN BY: Kp 12810 N.E. 178th Street,Suite 101 Woodinville,WA 98072•(425)481-6601 DATE: TYPICAL HEADER (6- MAX SPAN) INPUT Uniform Loading Span Length w (DL) w(LL) L Roof(psf) 17 25 6 Tributary(ft) 7.5 7.5 ft Wall (pso 10 0 Tributary(ft) 0 0 Floor(psf) 10 40 Tributary(ft) 0 0 Other(plf) 10 0 w (TL) 137.5 187.5 325 plf plf plf RESULTS VI (DL) Vr(DL) VI (LL) Vr(LL) VI (TL) Vr(TL) M (DL) M (LL) M (TL) 413 413 563 563 975 975 619 844 1463 Ibs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. CD 1 Timber CH 1 Dimen. Lbr. HF#2 1105 75 425 1.3 Cr 1 psi psi psi psi b d A S 1 3.5 5.5 19.3 17.6 48.5 in. in. in.^2 in.^3 in.^4 fv = 64 psi Brg.Lgth.= 0.05 ft. fb= 1000 psi GL Cv= N/A R = N/A Defl (DL)= 0.064 in. Defl (LL) = 0.087 in. Defl (TL)= 0.151 i . RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv/FV = 0.85 L/ 828 A jgr -' � 9 fb/ Fb = 0.9 L/ 477 for- L USE (3) 2 X 6 HF#2 v 7.27.98 TSPROJECT E JOB#: Z � Architecture, Engineering i Planning BY: 12810 N.E. 178th Street,Suite 101 WOOD JOIST DESIGN I I 1 Woodinville,WA 98072•(425)481-6601 DATE: lD 0 FLOOR JOISTS WITH CONCENTRATED LOADING AND WITH UNIFORM LOADING COMPOSITE SECTION PLYWOOD THICKNESS = 0.75 in. A) Concentrated Loading per UBC '97 Section 1607.3.3 Length w(DL) P Area b d Spacing Mat'I Grade 13.25 10 2000 6.25 1.5 11.25 16 HF #1 ft. psf lbs. sq.ft. in. in. in. MAXIMUM SHEAR: a =d= 0.938 ft. V (w(DI.)) = 76 lbs. w(P) = 427 pif V(P) = 891 lbs. V (total) = 966 lbs. Fv= 75 psi fv = 86 psi C (H) = 1.15 Fv' = 86 psi C (D) = 1 fv/ Fv' = 1.00 <1.0 o.k. Maximum length of split on wide face = in. MAXIMUM MOMENT: a = 5.375 ft. M (w(DL)) = 293 ft.lbs. M (P) = 3200 ft.lbs. M (total) = 3493 ft.lbs. Fb= 950 psi fb= 1076 psi (JOisrn C (r) = 1.15 Fb' = 1093 psi (JOIST) fb/Fb' = 0.98 <1.0 o.k. B) Uniform Loading Spans w(LI-) w(u) w (n) 1 70 93.33 106.67 psf plf pif MAXIMUM SHEAR: V(TI-) = 707 lbs. fv= 54 psi fv/ Fv' = 0.63 .<1.0 o.k. . MAXIMUM MOMENT: M (n)= 2341 ft. lbs. fb= 721 psi AULU I ? 1999 fb/ Fb' = 0.66 <1.0 o.k. MAXIMUM DEFLECTION: A(11)= 0.18 in. - L/ 902 A(TL)= 0.20-In: CC789- USE 2 X 12 WF #1 @ 16" o.c. v 10.1.98 M 1 TPROJECTSE JOB#: 3/5 Architecture• Engineering• Planning 01ggg_.gE,,ot}yq._gE�}6{,I BY: q �J Woodinville,WA 980 2 Street,•(4 5)Suite 481 6601 DATE: FLOOR JOIST( DL + LL+ 20 PSF PARTITION LOAD) INPUT Uniform Loading Span Length w(DL) w (LL) L Roof(psf) 17 25 13.25 Tributary(ft) 0 0 ft Wall (psf) 10 0 Tributary(ft) 0 0 Floor(psf) 30 40 Tributary(ft) 1.33 1.33 Other(plf) 4 0 w (TL) 43.9 53.2 97.1 plf plf plf RESULTS VI (DL) Vr(DL) VI (LL) Vr(LL) VI (TL) Vr(TL) M (DL) M (LL) M (TL) 291 291 352 352 643 643 963 1167 2131 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. MATERIAL Fb Fv Fc(perp) E x 10^6 Manuf.Lbr. CD 1 Timber CH 1 Dimen. Lbr. HF#1 950 75 425 1.5 Cr 1.15 psi psi psi psi b d A S I 1.5 11.25 16.9 31.6 178 in. in. in.^2 in.^3 in.^4 fv = 49 psi Brg.Lgth.= 0.08 ft. fb= 810 psi GL Cv= N/A R =- N/A Defl (DL)= 0.114 in. Defl (LL) = 0.138 in. Defl (TL)= 0.252.in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTIONS`9 fv/ Fv' = 0.65 L/ 1152 for fb/Fb' = 0.74 L/ 631 for TL USE 2 X 12 HF#1 @ 16" o. v 7.27.98 - T5E PROJECT: JOB#: 2315 30 Architecture• Engineering• Planning BY: 12810 N.E.178th Street,Suite 101 11 Woodinville,WA 98072•(425)481-6601 DATE: b FLOo(r` 'So1ST SToRRGE 4REA (D(Z tO(ZV-IDof-) II WZ r SPsF + Io,,F) X l33 = 1BOP1 F1000, 'sotsT (yXIZNFJc� /opsf f /fps F, X�•33 ��Ob.5P)F (c 7.25 �Z = 596 u_ VMI+X = 96 7 -595�` M MAX : Z cN�c.►C 2x1�- .HF�< <� 12 3 1, 10 P Ib .9 �nZ 1. 15 fs; Y 8sps; ;-0K zs�6 13.2s �nzs 5.6��- 9.� (1•5x1o` 1-78tn� �•f• kS_ � 51?. HFNI a 5 i Jul -08-99 08:01A TSE 425 481 6371 P_02 PROJECT:__ JOB M: 7 T5E BY: —k A Architecture• Engineering• Planning IA/ — 12810 N.E. 178th Street,Suite 101 ! Z� Woodinville,WA 98072•(425)481-6601 DATE: i L+e, FLOOR GIRDER @ FRONT AND REAR WALLS INPUT Uniform Loading Span Length w(OL) w(LL) L Roof(psf) 17 25 6 Tributary(ft) 6.9 6.9 ft Wall (psf) 10 0 Tributary(ft) 8.6 0 Floor(psfl 10 40 Tributary(ft) 5.9 6.9 Other(plf) 10 0 w(TL) 282.3 448.5 730.8 plf plf plf RESULTS VI (DL) Vr(DL) VI (LL) Vr(LL) VI (TL) Vr(TL) M(DL) M (LL) M (TL) 847 847 1346 1346 2192 2192 1270 2018 3289 lbs. lbs. lbs. lbs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. MATERIAL Fb Fv Fc(perp) E x 10A6 Manuf Lbr CD 1 Timber CH 1 Dimon. Lbr. HF#2 850 75 425 1.3 Cr 1 psi psi psi psi b d A S 1 3 11.25 33.8 63.3 356 in. in. in.A2 in.113 in.A4 fv= 67 psi Brg.Lgth.= 0.14 ft. fb= 620 psi GL Cv= NIA R= NIA Defl (DL)= 0 018 in. Deft (LL) = 0.028 in. Defl (TL)= 0 046 in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv / Fv'= 0.89 L/ 2571 for LL fb/Fb'= 0.73 L/ 1565 ., for TL USE (2) 2 X 12 HF#2 u 12 i5�9 v7279e i i Jul -08-99 08:02A TSE 425 481 6371 P.03 T5E PROJECT: _ JOB q: z Architecture• Engineering• Planning -VV99D-8€AM-DEIGN--- — BY: 'Q I 12810 N.E.178th Street,Suite 101 G z f Woodinville,WA 98072 A(425)481-6601 DATE; _ — FLOOR GIRDER @ M/L INPUT Uniform Loading Span Length w(DL) w(LL) L Roof(psf) 17 25 6 Tributary(ft) 0 0 ft Wall (psf) 10 0 Tributary(ft) 8.6 0 Floor(psf) 10 40 Tributary(ft) 6.9 6.9 Other(plf) 10 0 w(TL) 165 276 441 plf plf pif RESULTS VI (OL) Vr(DL) VI (LL) Vr(LL) VI (TL) Vr(TL) M(DL) M (LL) M (TL) 495 495 828 828 1323 1323 743 1242 1985 Ibs. Ibs. Ibs. Ibs. lbs. lbs. ft.lbs. ft.lbs. ft.lbs. MATERIAL Fb Fv Fc(perp) E x 101,6 Manuf.Lbr. Ca 1 Timber CH 1 Dimen. Lbr. HF#2 850 75 425 1.3 Cr 1 psi psi psi psi b d A S 1 4.5 11.25 50.6 94.9 533.9 in in, in.A2 in.113 in.^4 fv= 27 psi Brg,Lgth.= 0.06 ft. fb= 250 psi GL Cv= N/A R= N/A Defl (DL)= 0.007 in. Defl (LL)= 0.012 in. Defl (TL)= 0.019 in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION fv/Fv'= 0.36 L/ 6000 for LL fb/FU = 0.29 L/ 3789 for TL USE (3)2 X 12 HF#2 AUG ;Cog v72798 -' TSB' z 3 r PROJECT: JOB#: Architecture• Engineering,& Planning BY: K 12810 N.E.178th Street,Suite 101 WOOD COLUMN DESIGN eta 7 Woodinville,WA 98072•(425)481-6601 DATE: Z(� COLUMN AT �r}. I - =tit 0 tjj GI ne-!z- r*,ezS COLUMN DESCRIPTION Intermediate Supports LOADING Length Kew Keyy xx axis yy axis P axial W roc W yy 8.6 1 1 0 C 3500 30 0 ft. lbs. plf plf Duration Plate Properties b d CD Specie Fc(perp) Cb 7 Cb 3 5.5 1 DFL 625 NO 1 in. in. psi MATERIAL Tylwspecie Grade Fb" Fbyy Fc En (10)^6 Eyy (10)^6 Manuf.Lbr. Timber Dimen.Lbr hf stud 675 675 800 1.2 1.2 psi psi psi psi psi fc 212 psi RESULTS SR.(I./d) 18.76 SRyy(6/15) 1 COLUMN CSI = 0.53 <1 o.k. Fe 800 psi KcE 0.3 FcE 1023 psi fc(perp)/Fc(perp)' = 0.339 <1 o.k. c 0.8 k1 1.424219 k2 1.598438 ALLOWABLE AXIAL LOAD = WA Cp 0.768504 c 615 psi dNX,( MXK 277 ft.lbs SXc 15.13 inA3 74 9 11 L ' A 3 S P 2 SS fbx« 220 psi FcE m( 1023 psi P axial Fb)o' 675 psi k3 0.411125 x y Myy 0 ft.lbs Syy 8.25 inA3 y x fbyy 0 psi FEE yy 360000 psi KbE 0.609 WXx WYy RB 7.94 _ RE 11592 psi I k4 0 b d y 12.e.Oa - f _ ` TSE PROJECT:_ JOB#:. 23 s KR Architecture,L Engineering• Planning BY: IV 12810 N.E. 178th Street,Suite 101 WOOD COLUMN DESIGN a Z 3 Woodinville,WA 98072•(425)481-6601 DATE: COLUMN @ ENDWALL GIRDER TRUSS BEARING LOCATIONS COLUMN DESCRIPTION Intermediate Supports LOADING Length Kexx Keyy xx axis yy axis P axial W xx W yy 8.6 1 1 0 C 0 0 0 ft. lbs. pif plf Duration Plate Properties b d CD Specie Fc(perp) Cb? Cb 3 5.5 1 DFL 625 NO 1 in. in. psi MATERIAL TypelSpecie Grade Fbxx Fbyy Fc Exx(10)"6 Eyy (10)^6 Manuf.Lbr. Timber Dimen.Lbr HF STUD 675 675 800 1.2 1.2 psi psi psi psi psi fc 0 psi RESULTS SR.(le/d) 18.76 SRyy (le/b) 1 COLUMN CSI = 1.0 Fc* 800 psi KBE 0.3 FEE 1023 psi fc(perp) /Fc(perp)' = 0.984 <1 o.k. c 0.8 k1 1.424219 k2 1.598438 ALLOWABLE AXIAL LOAD = 10148 lbs. Cp 0.768504 Fc' 615 psi P actual x 3 Soo MXX 0 ft.lbs Pallow> P actual USE: (2) 2 X 6 HF STUDS SXX 15.13 inA3 EACH SIDE OF M/L fbxx 0 psi FEE xx 1023 psi P a x i a 1 Fbx«' 675 psi k3 0 x y Myy 0 ft.lbs x Syy 8.25 inA3 y fbyy 0 psi FEE yy 360000 psi .� KbE 0.609 RB 7.94 Wxx WYy FbE 11592 psi k4 0 V 12.8 95 A I I I T5E PROJECT: JOB#: �3�S Architecture• Engineering,& Planning BY: x2 12810 N.E.178th Street,Suite 101 WOOD COLUMN DESIGN Q Woodinville,WA 98072 A(425)481-6601 DATE: 0 7 zq COLUMN @ INTERIOR M/L WALL COLUMN DESCRIPTION Intermediate Supports LOADING Length Kexx Keyy xx axis yy axis P axial W roc W yy 8.6 1 1 0 0 0 0 0 ft. lbs. plf plf Duration Plate Properties b d CD Specie Fc(perp) Cb? Cb 3.5 5.5 1 DFL 625 NO 1 in. in. psi MATERIAL Type/Specie Grade Fbx« Fbyy Fc Ex«(10)^6 Eyy(10)^6 Manuf.Lbr. Timber Dimen.Lbr HF #2 1105 1105 1375 1.3 1.3 psi psi psi psi psi fc 0 psi RESULTS SR.(le/d) 18.76 SRyy(le/b) 29.49 COLUMN CSI = 1.0 Fc* 1375 psi KcE 0.3 FcE 448 psi fc(perp)/Fc(perp)' = 0.661 <1 o.k. c 0.8 kt 0.828636 k2 0.407273 ALLOWABLE AXIAL LOAD = 7950 lbs. Cp 0.300086 tt Fc' 413 psi P actual 3316 MXX 0 ft.lbs Pallow> P actual , • USE: 4 X 6 HF#2 SXa 17.65 inA3 fbx 0 psi FcE xx 1108 psi P axial Fbd 1105 psi k3 0 x Y Myy 0 ft.lbs Syy 11.23 inA3 Y x fbry 0 psi '.. FcE yy 448 psi KbE 0.609 W x x Re 6.81 WYY " a <,' i999 FbE 17071 psi k4 0 b d v 12.6.95 - - - - � - `I I I —' T5E 23�s PROJECT: JOB#: nR ; Architecture,L Engineering• Planning BY: 12810 N.E. 178th Street,Suite 101 WOOD COLUMN DESIGN o Woodinville,WA 98072 (425)481-6601 DATE: —bjQ / ZS COLUMN NEAR ROOM #114 COLUMN DESCRIPTION Intermediate Supports LOADING Length Kexx Keyy xx axis yy axis P axial W roc W yy 8.6 1 1 0 0 0 0 0 ft. lbs. plf pif Duration Plate Properties b d CD Specie Fc(perp) Cb? Cb 3.5 5.5 1 DFL 625 NO 1 in. in. psi MATERIAL Typeispecie Grade Fbxx Fbyy Fc E. (10)-6 Eyy(10)"6 Manuf.Lbr. Timber Dimen.Lbr DFL #2 1138 1138 1430 1.6 1.6 psi psi psi psi psi fc 0 psi RESULTS SR.(le/d) 18.76 SRyy (le/b) 29.49 COLUMN CSI = 1.0 Fe 1430 psi KcE 0.3 Foe 552 psi fc(perp) /Fc(perp)' = 0.798 <1 o.k. c 0.8 k1 0.866259 k2 0.482517 ALLOWABLE AXIAL LOAD = 9606 lbs. Cp 0.348681 Fc' 499 psi P actual ti8930# MXX 0 ft.lbs Pallow> P actual USE 4 X 6 DFL#2 Sxx 17.65 inA3 fb," 0 psi FcE xx 1364 psi P axial Fb)o' 1138 psi k3 0 x y Myy 0 ft.lbs Syy 11.23 inA3 y x fbyy 0 psi FcE yy 552 psi r, KbE 0.609 RB 6.81 Wxx �yyy FnE 21011 psi k4 0 v 1Zs.95 i = T5,c JOB#: ZPS Archiite—cture• Engineering• Planning BY: KR t-rY 12810 N.E. 178th Street,Suite 101 WOOD COLUMN DESIGN p Woodinville,WA 98072•(425)481-6601 DATE: A4 o COLUMN IN WALL a@ ROOM 106/106 COLUMN DESCRIPTION Intermediate Supports LOADING Length Kex« Keyy xx axis yy axis P axial W roc W yy 8.6 1 1 0 0 11480 0 0 ft. lbs. plf plf Duration Plate Properties b d CD Specie Fc(perp) Cb? Cb 3.5 5.25 1 DFL 625 NO 1 in. in. psi MATERIAL Type/Specie Grade Fbv Fbyy Fc En (10)"6 Eyy(10)^6 Manuf.Lbr. PL 1.8 2500 2400 2500 1.8 1.8 Timber Dimen.Lbr psi psi psi psi psi fc 625 psi RESULTS SR.(I./d) 19.66 SRyy(le/b) 29.49 COLUMN CSI = 0.789 <1 o.k. Fe 2500 psi KBE 0.418 FEE 865 psi fc(perp)/ Fc(perp)' = 1 <1 o.k. C 0.8 k1 0.84125 k2 0.4325 ALLOWABLE AXIAL LOAD = 11480 lbs. Cp 0.316653 FC' 792 psi P actual �t11025# MXX 0 ft.lbs Pallow> P actual USE 3 1/2"x 5 1/4" PL 1.8E Sxx 16.08 inA3 fbxx 0 psi FEE xx 1947 psi P axial Fbd 2500 psi k3 0 x Y Myy 0 ft.lbs Syy 10.72 inA3 Y x fbyy 0 psi FEE yy 865 psi KbE 0.609 I RB 6.65 Wxx WYY FbE 24788 psi k4 0 b V 129.95 i = T55 PROJECT: JOB#: Z Architecture,& Engineering• Planning BY: KR I-Ir 12810 N.E. 178th Street,Suite 101 WOOD COLUMN DESIGN Z I Woodinville,WA 98072 A,(425)481-6601 DATE: 616, 9 )V1 COLUMN @ HALLWAY NEAR RM#113/116 COLUMN DESCRIPTION Intermediate Supports LOADING Length Kexx Keyy xx axis yy axis P axial W roc W yy 8.6 1 1 0 0 0 0 0 ft. lbs. plf pif Duration Plate Properties b d CD Specie Fc(perp) Cb? Cb 3.5 5.5 1 DFL 625 NO 1 in. in. psi MATERIAL Type/Specie Grade Fbxc Fbyy Fc Exx(10)"6 Eyy (10)"6 Manuf.Lbr. Timber Dimen.Lbr HF #2 1105 1105 1375 1.3 1.3 psi psi psi psi psi fc 0 psi RESULTS SR. (le/d) 18.76 SRyy (ldb) 29.49 COLUMN CSI = 1.0 Fc' 1375 psi KBE 0.3 FEE 448 psi fc(perp) /Fc(perp)' = 0.661 <1 o.k. c 0.8 k1 0.828636 k2 0.407273 ALLOWABLE AXIAL LOAD = 7950 lbs. Cp 0.300086 Fc' 413 psi P actual 3750 MXX 0 ft.lbs Pallow> P actual ,• USE 4 X 6 HF#2 S)0( 17.65 inA3 fbxx 0 psi FEE roc 1108 psi P axial Fbxa' 1105 psi b 0 x Y Myy 0 ft.lbs Syy 11.23 inA3 Y x fbyy 0 psi FEE yy 448 psi KbE 0.609 R8 6.81 Wxx WYY FbE 17071 psi k4 0 d b v ize.95 i = T5,c PROJECT: JOB#: Z 3 Architecture• Engineering• Planning BY: K R 12810 N.E. 178th Street,Suite 101 WOOD COLUMN DESIGN Z Woodinville,WA 98072•(425)481-6601 DATE: to d COLUMN a@ CENTER OF ROOM # 101 COLUMN DESCRIPTION Intermediate Supports LOADING Length Kexx Keyy xx axis yy axis P axial W xx W yy 8.6 1 1 0 0 0 0 0 ft. lbs. pif pif Duration Plate Properties b d CD Specie Fc(perp) Cb? Cb 5.5 5.5 1 DFL 625 NO 1 in. in. psi MATERIAL Type/Specie Grade Fb,« Fbyy Fc Exx (10)"6 Eyy (10)^6 Manuf.Lbr. Timber DFL #2 700 700 475 1.3 1.3 Dimen.Lbr psi psi psi psi psi fc 0 psi RESULTS SRxx(le/d) 18.76 SRyy(le/b) 18.76 COLUMN CSI = 1.0 Fe 475 psi KBE 0.3 FcE 1108 psi fc(perp)/Fc(perp)' = 0.677 <1 o.k. c 0.8 ki 2.082895 k2 2.915789 ALLOWABLE AXIAL LOAD = 12796 lbs. Cp 0.890141 Fc' 423 psi P actual ti12250# MXX 0 ft.lbs Pallow> P actual USE 6 X 6 DFL#2 SXX 27.73 inA3 fbx 0 psi FEE xx 1108 psi P axial Fbx' 700 psi k3 0 x Y Myy 0 ft.lbs Syy 27.73 in"3 y x fbyy 0 psi FeE yy 1108 psi KbE 0.609 Wx x Rs 4.33 Wyy FbE 42226 psi k4 0 b d v 1ze.es - TSEPROJECT: JOB#: 3 f S Architecture• Engineering A Planning BY: K 12810 N.E. 178th Street,Suite 101 WOOD COLUMN DESIGN Woodinville,WA 98072 A(425)481-6601 DATE: 10'-9"studs @ gable end COLUMN DESCRIPTION Intermediate Supports LOADING Length Kexx Keyy xx axis yy axis P axial W roc W yy 10.75 1 1 0 C 183 30 0 ft. lbs. plf plf Duration Plate Properties b d c Specie Fc(perp) Cb? Cb 1.5 5.5 1 '' hf 405 NO 1 in. in. psi MATERIAL Type/Specie Grade Fbxx Fbyy Fc Ex« (10)"6 Eyy(10)"6 Manuf.Lbr. Timber Dimen.Lbr hf stud 675 675 800 1.2 1.2 psi psi psi psi psi fc 22 psi RESULTS SR.(le/d) 23.45 SRyy(le/b) 1 COLUMN CSI = 1.055 Fc' 800 psi 5.5 % Overstress KcE 0.3 GALL 0 K P�DtL;'p17►D14 FEE 655 psi fc(perp)/ Fc(perp)' = 0.055 <1 o.k. c 0.8 k1 1.136719 k2 1.023438 ALLOWABLE AXIAL LOAD = N/A Cp 0.618364 Fc' 495 psi P- (10-7S*'K SpsFx 33 �> �- �ZpSf x 1.33 X�•s �� MXX 433 ft.lbs W j(X; 2Z•6 SF x Sxx 7.56 in"3 P fbnx 687 psi F02 s0 n1/oti F-Ap C/ FEE xx 655 psi P axial Fb�o' 675 psi k3 1.053151 X y Myy 0 ft.lbs Syy 2.06 in"3 Y x fbyy 0 psi FEE yy 360000 psi KbE 0.609 Rs 17.76 Wxx Wyy FbE 2317 psi k4 0 b d v 12.8.95a i TSC ' � PROJECT: JOB#: Archi e• Engineering• Planning BY: Q I -�F 12810 N.E.178th Street,Suite 101 WOOD COLUMN DESIGN I V F/ Q f Woodinville,WA 98072•(425)481-6601 DATE: I "� 10' -9" STUDS @ GABLE END COLUMN DESCRIPTION Intermediate Supports LOADING Length Kexx Keyy xx axis yy axis P axial W XX W yy 10.75 1 1 0 C 183 30 0 ft. lbs. plf pif Duration Plate Properties b d CD Specie Fc(perp) Cb? Cb 1.5 5.5 1.33 HF 405 NO 1 in. in. psi MATERIAL Type/Specie Grade Fbxx Fbyy Fc E)w(10)116 Eyy (10)"6 Manuf.Lbr. Timber Dimen.Lbr HF STUD 675 675 800 1.2 1.2 psi psi psi psi psi fc 22 psi RESULTS SR. (le/d) 23.45 SRyy(Ie/b) 1 COLUMN CSI = 0.793 <1 o.k. Fe 1064 psi KBE 0.3 FEE 655 psi fc(perp) /Fc(perp)' = 0.055 <1 o.k. c 0.8 ki 1.009751 k2 0.769502 ALLOWABLE AXIAL LOAD = N/A Cp 0.509656 Fc' 542 psi �= CIo.1s'Xa�sF�� 33.) �lN2psf XI.33 X J.S ) =l�3 MXX 433 ft.lbs Sxx 7.56 inA3 WJU( = 7-Z,`PS F X l`33 fbxx 687 psi FcE xx 655 psi P axial Fbc' 898 psi k3 0.791622 x Y Myy 0 ft.lbs Syy 2.06 inA3 Y x fbyy 0 psi FEE yy 360000 psi KbE 0.609 Rs 17.76 WxxU WYY +_ C FbE 2317 psi k4 0 b -- - - • v 128.95a i T5,c PROJECT: JOB M Z3 K Architecture• Engineering• Planning BY:12810 N.E.178th Street, K G Woodinville, Suite WA 980 2 A(4 5)481 6601 DATE: o I O Fow,)u, T i o 0c. GR, Vi-r( LO+Ps o a o o [-_I o 0 0 0 n 1 3CI 61.iJ W 1i• 1 1 1 1 1 1 I �� ' 1 1 1 1 I rrm on "n rin nin An An nin ri, rr--, Al An rn. ;��I 5� r45 W 5 -TYPICAL F-x i E2)OR x(vpse)x ('7.15 X yZpsF-)t (4, $ .rboPsF X 90 I o W4LL ROOF F/q6,/Z C.HEcK Z Af D 6 = _ S s3gv l 3 y8 � , . usE 2° PAD 2 z2 � O '(Yp)C qL = /VTE R ia2 Pon + ( 13,E-X ( Op,F) n j.�y 21b CHECK 20, GiG. I = T5E 23 S PROJECT: JOB#: Archi e,& Engineering• Planning BY: Kellfl 12810 N.E. 178th Street,Suite 101 rr Woodinville,WA 98072 A(425)481-6601 DATE: W OCo2NE/L PAD P= l (7. IS'-'XY2psF l +1 l ,. x �optF, +(8 xlopsF )13 , �aoF Floo2 U1A1-L `/2Ps F O 4:MD W 4L- PAP p_163.sP5F A6Ops q8xropsF) 3 L940'= 1U7v�/ � F 06R =QT. t, 4LL} EAr. w4LL GriZDE2 T055 S — 10-769la ' ►tE�Crlonl 1338 pSF ,', use 2 ` Pros 50 TAM IQ Ok- PAD f= 62/0it 4- 2o159611 41- Flook-SEE (G�QDE27Rl5 . cf(EG D t4LC#Z l �E.¢c-r o rJ l Z P fDS go 6 x8 1 75?sF usE (�� 2 Pros 2 O .3:N7'E2IoIZ PAD ( �l002 I RD F2 — CNEC P90s SEE QLCItZ C TRass RF4c ioNS 5` PROJECT: JOB#: Architecture A Engineering• Planning BY: KR 12810 N.E.178th Street,Suite 101 �� Woodinville,WA 98072•(425)481-6601 DATE: O -T A TE VOL PA-D p= 1�g&6 '#- * to 5 GIRDER FGoo/Z A T-)Q E PLIML TO ® P = �IZ4* -a- ( 8 10 SF 4 )q') � ( 13,8 zf xdOPsF)�- BxlUpsF GIRDE2 EXT WALL FLc� ZnJ7, TitU53 2 WAIL 10-1 ' • T 2 Y �2� 2 PA p5 S8 IU76 �# r C2 y l3 y S P F � � u 5E (� 2 PROS s O Z V pq) P= y8q + 6 21041 = 13 61 q# CNECK Cz� 2 ° PROS SS = 13 '� I� IZ sF uSE Cz� z P4n5 0 Building Dept Project Tracking Form Contractor,Name &address Permit No. Ste© co�-IRi c �� i r-3�a 1& 1 Srio�t 5h A- 919,29 o 6 a e- o 1" E Date Received: r1b rg0 A0 rlo� eno vg►� (D �!—q n,T —�3 More info required: ✓ d Information received: Sent to: date sent due back called received a - Comments: CL�O V4 99 tracking CITY OF ARLINGTON Wi !R & SEWER DEPARTMENT APPLIC7 "LION Application is hereby made by the undersigned property owner for all water d sewer services required or used for any purpose at: Service Address: 19700 67th Avenue NE Lot Number: lu t Plat Name: By—off"') Property Tax Number: 153105-1-015-0002 in or near Arlington, Washington, for which I agree to pay in advance and in accordance with existing ordinances and regulations of the City, the following estimated charges, the exact charges will be payable immediately upon completion of the installation. Building Pe # 99-3526 all.¢ws for 2 ERUs. $ 4,300.00 Water flap-ln Charge Water Service Connection Charge (Metering Charge) 5/8" $ 500.00 $ 5,000.00 Sewer Tap-In Charge Side Sewer Permit(s) $ 150.00 Street Repairs Fire Hydrant Installation C/ OC� �/4, $ 0.00 �• '�D'63 �� $ 0.00 Other O,49 /9,g9 $ 9, 950.00 Total /yC Special Conditions: r0, None. I .further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the City, or any such ordinances and regulations passed hereafter. I hereby authorize the following tenant, Snohomish County Public Works to have all accounts for water kept in his name under Account No. with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the City will use all reasonable effort to maintain uninterrupted service, but reserves the right to shut off the water at any time without notice for repairs, extensions, non-payment of rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. W/S Application Number: 2216 Owner: ^{ Date: Address: �, r►. � - City of Arlington Building Dep PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT # DATE ACCOUNT # J y NAME: ADDRESS: ?�':J /' f 1 i.; /� LEGAL: BUILDING USE: # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: Z r) o HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: _ CROSS-CONNECTION CONTROL: ` /f -72� BACKWATER VALVE: . SEWER REQUIRED: Off site On site � CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NO_�__ WATER/SEWER FEES PAID: YES NO__Y_ Iv`-- Ib-24-� Build\forms\u-check r}. f F. _ r2 �,F - J l I I I _ I - - ■ - . - - - - - - - - 06- City of A}'it `Igton Building Dept J PUBLIC WORKS'D ARTMENT CHECKLIST PERMIT # .� �• lCj ACCOUNT # NAME: UD ? rAl-�ol,74A A 11 �J d 1 C�1l1'r(f . ADDRESS: Ak c-- LEGAL: 5 .�'�D 5 � - 0) BUILDING USE: # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: HEALTH DEPT. APPROVAL: �l SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: SEWER REQUIRED: Off site b, C/ ,PYTI-101 On site (� CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NOI� WATER/SEWER FEES PAID: YES NO _ BuildZomis\u-check �_ Mom//✓w &%4- owl W--m-~ _ I a _ `7�i Il � 1 j� � ■ J I 1 I II 1 I Its 1 1� - - I J ■If'i]rJ 7_ L i 1 i -A I; L I r � I • • - I 1 M 6 LI` -1 _ _ try - - _ I , J •.► _� - - `I I�ti I TE— TtT �f_'1 � _ - -� I — � ' I• - 1 II ' 1 ' I IF _ rT rWi T I I T I l— Imm§ 'FF J I 1 j1{. I I 1 I —ITJ I 1r. 1'l i Lrt-1 IY l Z_ I- - _ —I I I I It,9 J I . N l id 1,51, 1 r cl 1 to800 Northeast 8eh Street, SeventR 'Moor, Bellevue. Washington 98004: E NO Date: August 11, 1999 To: Cristy Brubaker/Ken Reid From: Bryan Huschlca Subject: Snohomish County Road Maintenance Arlington Yard Modular Office Building Roadway Re►►kw As requested, I have completed my review of the civil elements for the above referenced project. The documents reviewed include half-sized plans received by the City of Arlington July 20 and June 17, 1999. Telephone Following are my comments based upon the submitted plans: 42S•455.9494 1. An engineer licensed to practice within the state of Washington shall stamp the plans. Facsimile 2. Half road improvements for a five lane roadway section must be completed for 67m adjacent to site. In lieu of doing these improvements, a fee of$160,000 can be paid for future 4 Z 5.4 5 3.9 4 7 o improvements to 676. City of Arlington's typical pavement section shall be used unless a gootechnical report is submitted recommending a different asphalt section. 3. Street lighting shall be installed per Arlington Standards. The fee of$160,000 above will cover this work. 4. Storm drainage design must be done per Washington State DOE's Ston nwater Management Manual for the Puget Sound Basin. Submit complete drainage report for review. Following is a partial list of concerns or lack of information provided that will need to be addressed in the report: • Bottom of detention pond shall be 3' above the water table—It appears that the bottom of the pond is at the summer time water table level. • Retentionrmfiltration pond shall be sized to handle 67d'improvements adjacent to site. • Submit drainage calculations for bio-swale,oil/water separator,etc. • Need a downstream analysis if discharging off site. • Storm drainage report shall be stamped by a licensed Civil Engineer in the state of Washington. • Draw down time of retention/infiltration pond. • Solis report containing infiltration rates,construction methods,TESC concerns,etc. • Maximum infiltration rate per DOE manual is 20 in/hr,but a safety factor of 2 must be applied which results in a maximum infiltration rate for design of 10 Wk. • Narrative that explains existing and proposed drainage system, drainage basins, flooding problems,etc. If you have any questions,please give me a call at(425)455-9494. mohom E A R T H T e C H OVII/99 A tt/N M VENWAY 0NAL LTD.COMPANY rf� V ■ MEN 1 mommo■ Jor ■ ■ .`I ." ■7S ■ ril ` 1 r -7 li Z.1 WNINE `ii■ ■i1 z1 or mm 1 Mwkr y■ TkL ■ 0 or 0 NJ somwL mom+L■ 9 LWrMl - i1 ■ 7 �■ 1■I �� r - moomoME Lim 7 MELolP ■ •■ J mosommom mom ==1FME MEE 1 i r moloolmom - - • .' ME r i ■ il ■ ■ • L ■ — — ■ — ME I MINE ME • " = M EFUNUMEA mimmumndo ■ ■..I - 11 - • rii - `• w1r7i` Jrr ■ `I 7 1Eir -pm ■ ■ EsrrLMELEI � --: 97ME 1 --mu go mooW ` ■■1 ■ Lm1 - `r ■ LI ■ mINEWIN • r SEEN 1 ■ .11111-INER Ti - -Wi T■ 10 .11L-ter : i immon J ==J6 •J `L ` =MMMo dlwmlIt w � w. •■r -wpm rsLa `nw -w ■ - ■ L.r■ ATM rME-Aar 7 -WI 0IEW1EEEEWEIIIr—d-Ei - ME ME - . - - - - ■ ■ r ■ ■ J •■ : arI ■- ■ i17 r ■ SIN 1 ■ • 11 — ■rr•- ter ■ r*- jwr- l —v rd Jr1 LmoomoT&= ■ ME ir -somimmoolOol ownom mww=�Illoo mummovill r ■.mw mimw4 -E-Es 9rw4 w-rt -a i ■ r r-&r. gri TJ ME -01111111111 ~ L%i1■ rs. mon ■ r i` nimolonnon i mi 109" I BUIIIDE*4G PERNIIT APPLICATION CHECKLIST RES & DUPLEX COMM & IND APPLICATION ✓ APPLICATION SITE PLAN SITE PLAN ARCH. DRAWINGS ARCH. DRAWINGS STRUCT DRAWINGS STRUCT DRAWINGS LEGAL DESCRIPTION LEGAL DESCRIPTION ENERGY CALCS ENERGY CALCS STORM DRAINAGE STORM DRAINAGE SEPTIC TANK DESIGN SEPA CHECKLIST UTILITY DRAWINGS STRUCT CALCS Three ( 3 ) copies of each are required Four ( 4 ) copies of each are required for application for application ZONING SETBACKS: FRONT USE REAR LOT COVERAGE SIDE PERMIT TRACIONG Name: Permit #: Project Type: Date Received DISTRIBUTED RETURNED DISTRIBUTED RETURNED Public Works Engineering Fire Dept John Farrens Date returned for corrections Date resubmitted with corrections Date ready to issue: Date issued: B u iidlformslchecklst 7�' 6A _�"X/ 96 t12 7 Tt- All 741,oy 10 +t%\� 5; Al hm- CITY OF ARLLNGTON Building Department PLANNINI G AND ZOtiZVG REVIE�i I. ZONLNG CONULIANCE: A. Zone Classincation B. Permit Use: Yes No C. If no, extension of non conforming use: D. Minimum lot size required: Shown E. Yard Requirements: Required Shown 1. r root ?. Side 3. Rear F. Height limitations, Maxim= G. Landscaping and plan required: Yes No H. Parking: 1. Off street parkin;required: Yes No 2. Plan provided: Yes No 3. Adequate parking provided: Yes No II. LOT COVERAGE: A. Allowed: Mort'Less Shown: Approved DETERMLNATION OF S.E.P.A. CATEGORICAL EXEXPTION Action/ Application Title: SFR Brief Description Of Action: EXEiN�IPT Code reference allowing exemption: W.A.C.197-11-500 1(b) Person malflng determination: Date: I . io800 Northeast 8th Street, Sevent. toor, Bellevue, Washington 98004: MEMO Date: August 11, 1999 To: Cristy Brubaker/Ken Reid From: Bryan Huschka Subject: Snohomish County Road Maintenance Arlington Yard Modular Office Building Roadway Review As requested, I have completed my review of the civil elements for the above referenced project. The documents reviewed include half-sized plans received by the City of Arlington July 20 and June 17, 1999. Telephone Following are my comments based upon the submitted plans: 425-455.9494 1. An engineer licensed to practice within the state of Washington shall stamp the plans. Facsimile 2. Half road improvements for a five lane roadway section must be completed for 67 h adjacent to site. In lieu of doing these improvements, a fee of$160,000 can be paid for future 4 2 5 4 5 3 9 4 7 0 improvements to 67"'. City of Arlington's typical pavement section shall be used unless a geotechnical report is submitted recommending a different asphalt section. 3. Street lighting shall be installed per Arlington Standards. The fee of$160,000 above will I cover this work. 4. Storm drainage design must be done per Washington State DOE's Stormwater Management Manual for the Puget Sound Basin. Submit complete drainage report for review. Following is a partial list of concerns or lack of information provided that will need to be addressed in the report: • Bottom of detention pond shall be 3' above the water table— It appears that the bottom of the pond is at the summer time water table level. • Retention/infiltration pond shall be sized to handle 67`h improvements adjacent to site. • Submit drainage calculations for bio-swale, oil/water separator, etc. • Need a downstream analysis if discharging off site. • Storm drainage report shall be stamped by a licensed Civil Engineer in the state of Washington. • Draw down time of retention/infiltration pond. • Soils report containing infiltration rates, construction methods, TESC concerns, etc. • Maximum infiltration rate per DOE manual is 20 in/hr, but a safety factor of 2 must be applied which results in a maximum infiltration rate for design of 10 in/hr. • Narrative that explains existing and proposed drainage system, drainage basins, flooding problems, etc. If you have any questions, please give me a call at(425)455-9494. snohom E A R T H `' T E C H 08/11/99 A YyCO INTERNATIONAL LTD.COMPANY City of Arlington Building Dept PUBLIC WORKS DEPARTMENT CHECKLIST PERMIT #99— ,3 DATE 2-30 -yq ACCOUNT # NAME: O D 9 SAC Pmd &I,0�;�mt ADDRESS: LEGAL: BUILDING USE: -1—/ d # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Eidsting Required SIGNATURE: Date WATER METER REQUIRED: HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: SEWER REQUIRED: Off site On site CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site STORM DRAINAGE: Off site On site PRETREATMENT DISCHARGE PERMIT: YES NO WATER/SEWER FEES PAID: YES NO Build\foims\u-check 1_ r pEj y =II pri la*atil Irr C11 • 1 11 1 b NILF I fti-LI r•F�■ I ■ 'I� 1 �1 Y - r AX ]] 1 ' I: I WE 1-1■ ■ ■ r■ 1 X ■ - IA . IL I. I I�r in T rrj r_■I. ■.Ilrnommil A ■ 1 L F I�7�� ,I 1 � 1 1 7 . ■ .1 711 ■ . T . 1 ■ ■ 11 1 I 7 1 Ir 1 1 1 &A% I I I _ I - � oil I L - - Le•� I 1 1l 1 1 •• 1 1 1 1 ■ INN 0 _ 11111' 1 P I Ilr11 ] I rr -n rJ I City of Arlington Building Der' 2 IRE DEPARTMENT CHECKLi fl PERMIT # �/�J �J S�C� DATE: -7 r 30 99 NAME: ADDRESS: / C) 7C�U l� 1 i U�, /�� LEGAL: BUILDING USE: 7�:/ 1('.67 ft�] OCCUPANCY CLASSIFICATION: A B E F H F712 12.1131 4 1 1 2 3 1 2 1 1 2 1 3 1 4 1 5 1 6 1 7 I M R. S U 1.1 1 1.2 1 2 1 1 1 3 1 1 1 2 3 4 5 1 2 TYPE OF CONSTRUCTION I II III 1V V F.R. F.R. ONE-HOUR N ONE HOUR N H.T. ONE-HOUR N Item inspected& completed Site Plan: Approved Denied Signature & Date: Access Requirements: Required: Fire lane: Sprinkler system: Alarm system: Knox Box: Fire extinquishers: Hydrant: # of hydrants required: Location of Hydrant: Location of Knox Box: Location of Fire Extinquishers: Fire Flow requirements: Location of address on building: FIRE DEPT: Date: Signature Build\forni\fdchecklist A ulu l L.M L—r,�d-AL'a rub r rt x . JIL ] 7 �1� 1'fI.A191ri Iry r1y1 ft A ludo I 1 r-IV f m --r f x.', A E':141 ]PA tr i 11 KI II viIY} .N :lr-, I I r3r- & ' r _ +� I x rOh rW WL1. W 1 A _+%.11 , II%P 0%f Ill- - 1-I 011 - T— LP '4 I Erib'� rr'i tf ' - T'r-j - - — - - - - - - — - rrrrL I rrr A(9 aTI=1 :Q I Ni t' a 1 - _ — - 'OT„LT -m1 iFPWT W-0.1 iH -r n tiles u• oil m Memo Date: February 24,2000 To: Dave Anderson Cc: File , From: Paul A. Richart, PE RE: Snohomish County Department of Public Works, Storm Drain Design EarthTech has completed their review of the revised plans prepared by RW Beck. Only two issues are outstanding per their memo. The first is regarding check dams, we can make the assumption that the detail on sheet 2 addresses this issue. This leaves only one outstanding item. This is the entrance of water from Cuz Concrete into the county site. As soon as we see the already discussed court order or a voluntary agreement to block this pipe, the drainage design is acceptable. If the pipe remains,of course the design will need to be modified. Attached: Copy of Memo from EarthTech Replacement design sheets for RW Beck Report 1/4/00 t .�- . I 1 E M 0 Date: February 10,2000 To: Paul Richart cc: Cristy Brubaker Dave Anderson From: Debbie Maroon, P.E. Subject: Snohomish County Public Works Road Division—Arlington Road Maintenance Facility Storm Drainage Calculations Review As requested,we have completed our review of the design drawings for the above referenced project. The design drawings reviewed include—Sheet l of 3 and 3 of 3, prepared by R. W. Beck. We have two remaining comments. • No spacing for the check dams was indicated on the two sheets that we reviewed. We are assuming that the spacing is shown on Sheet 2 of 3. • We are not sure how much runoff can enter the site from the Cuz Concrete site. If the amount is significant it may impact the proper functioning of the infiltration pond. The County should be aware that the size of the ponds may have to be looked at again if the County were to be unsuccessful in their pursuit to have the culvert(s?)from Cuz Concrete blocked. E A R T H@ T E C H tgV0 INTERNATIONAL LTD-COMPANY \Memo Form A m L - (n a W cc J � D ff ate° 3 J o Q c m a c ti �t O Cu- v CDy 0 cc C p ? c m 0 `� ccZ c c W 0 0 0 i% c 0.F- �4— a a0 3 m W ❑ ❑ ❑ ❑ 0 w Q J V CV lu ct Q W Q O Q Z Z c y a U w c O tm Z C CD o co V E m o ? cc m CDZ Lu N Gov c� mo GW. as Q c� 0 0 3 ° o ¢ z ❑ ❑ 00 ❑ O m mtQ LL a Z JZ a0 O > v, m m c — m r/ Q Q a o w Ln ~ p o ci o d J o U co — o, c C Z a 0 V m L m e -e .c .0 e Q > o m c c oo o o m r /_ ❑ ❑ 0 EL U LL LL � O ppp ❑ y ❑ ❑ 00000 —c 1000 40 00p, 7Z � � �� ``` -� � � ��_ `�..,.;,�. � 4 ,_ � �� •i:� ` `�+ � �v.,,... � �'i �A . �,A y (JIF A 711)"AN`^~^ 0 T0FC��;��|T9 238 Ni� 0ymp|r' Arlington, #/A9822,3 DATE _F7B �9 Puild)ng [] Fq0��ering L] V/arnninC Phmux 435,8724 FAX (2,06) 435'39CiS ATTENTION TO WE ARE xEmu/mu Attached ElUnder separate cover via following items: O Shop did El Prints ElPlans El Samples El Specifications � O Copy ofletter O Change order O COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED as checked below: U For approval O Approved as submitted O Rosubmit-------_copiosfor approval O For your use O Approved mynoted O Submit-----_---copies for distribution O As requested El Returned for corrections O Roturn_-------oorrootod prints > ^` 'U-Tor review and comment O u FORBIDS DUE lg ------_— O PRINTS RETURNED AFTER LOAN T0US REMARKS — COPY TO RECYCLED PAPER: ' 4 Contents:4o%Pre-Consumer^,v%Post-Consumer SIGNED: n enclosures are not mo noted,kindly notify uomtv"re. | -I - I I MTER OF ` FAMUMAL TO: Dave Anderson Date: Project No. City of Arlington Building Department 01/17/00 —712-00126-11800 Re: 238 N. Olympia Avenue Snohomish County Road Maintenance Yards Arlington,Washington 9 g 22 ® Attached ❑ Under separate cover,we are sending you: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ® Other ( ) If enclosures are not as noted,kindly notify us at once. COPIES DATE NO. DESCRIPTION 3 1-17-2000 Drainage Report and plans These are transmitted as marked below: ®For approval ❑ Reviewed as submitted ❑ Resubmit copies for review ❑ For your use ❑ Reviewed as noted ❑ Submit copies for distribution ❑As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Other( ) ❑ FOR BIDS DUE BY ❑ PRINTS RETURNED AFTER LOAN TO US Message: Here is the final drainagg report and plans that incorporates the corrvIents received from Debbie Maroon at Earth Tech Copy to: By: Signed: JAN :1 8 N:\@seatdeshare\Forms\dave Anderson.doc 1001 Fourth Avenue, Suite 2500 Seattle,WA 98154-1004 Phone (206) 695-4700 Fax (206) 695-4701 ;t 01/07/2000 11:03 FAX 425 453 9470 EARTH TECH i ARLINGTOS BEY C 001 F A Date: -7 b o To., Compmr. qq From: IF P,es t I-- A 0- BU: #.L(42,05)453-�470 Loudon: BELLEVUE,WA 10800 N.E. 8%Street, 7z Floor #of Pages(MCWing ft page), Bellevue, WA 98004-4429 PLOjW4#. Subject: Commenu- If You do not receive the comber of pages indica"above, please call.US as Soon as POSsibk(0(425)455-9494. A.*(PD �' r, r 01107/2000 11:04 FAX 425 453 9470 EARTH TECH -� ARLINGTON DEv 0 002 MEMO Date: December 20, 1999 To: Dave Anderson From: Debbie Maroon,P.]E01-N Subject: Snohomish County Public Works Road Division—Arlington Road Maintenance Facility Storm Drainage Calculations Review As requested,we have completed our review of the storm drainage calculations and drawings for the above referenced project. The documents reviewed include(1)design drawings,prepared by R. W. Beck, and(2)Arlington Road Maintenance Facility Stonnwater System Design Draft(which contains AESIi's Hydrogeologic Assessment),prepared by R.W.Beck.Below please find a list of our comments/concerns. • The system as currently designed has included the sidewalls in the infiltration calculations. The AESI Hydrogeologic Assessment states that that;use of the sidewalls in the infiltration calculations is reasonable since there are so many factors of safety built into the design. Based on the exploration pits provided we feel that it is reasonable to use the sidewalk in the calculations but due to uncertainty in the actual infiltration.rate of the sidewalls we do not agree that there is an"additional `dead' storage capacity of at least 28,000 cu'r-lic feet". The factors of safety included in the design are the minimum required by the Ecology Manual. The amount of dead storage available can only be determined once the actual infiltration rate of the Loud is known, i.e. after construction, • The site currently contains,a closed depression. Therefore, in addition to the 100-year,24-hour duration storm the 100-year, 7-day duration storm must be routed into the infiltration pond and the maximum water surface elevation determined. • Only minimal erosion control was provided. An erasion control plan must be prepared in accordance with City of Arlington requirements. This plaai must include sizing calculations for the siltation ponds. • The engineer should provide a copy of the Court Order that states the pipes that currently discharge to the site.must be plugged. The pipes should be shown on the plans with a note stating they are to be plugged_ • We noted a minor discrepancy in their calculations on page 1 of their Summary of Results— Table Format. They show that the greatest infiltration rate does not occur at the highest water elevation. The maximum infiltration rate should occur at the highest water elevation. They need to check the results. snobom ishcountyro,oviow 1.doc I 01/07!2000 11:04 FAX 425 453 9470 EARTH TECH ARLINGTON DEV e m To: Dave Anderson page 2 From: Debbie Maroon Date: December 20, 1999 Subject: Snohomish County Shop Site • The have a minor error in their Waterworks calculations_ Basin 2 shows a time of concentration for pervious surfaces, but they show no pervious surfaces. • The plans and calculations need to be stamped by a Professional:Engineer licensed to practice in the State of Washington. snohomishcountyrcreview P.doo MEMO. , Date: December 20, 1999 / To: Dave Anderson From: Debbie Maroon, P.E. v/ Subject: Snohomish County Public Works Road Division—Arlington Road Maintenance Facility Storm Drainage Calculations Review As requested, we have completed our review of the storm drainage calculations and drawings for the above referenced project. The documents reviewed include(1)design drawings, prepared by R. W. Beck, and(2)Arlington Road Maintenance Facility Stormwater System Design Draft(which contains AESI's Hydrogeologic Assessment), prepared by R.W.Beck. Below please find a list of our comments/concerns. • The system as currently designed has included the sidewalls in the infiltration calculations. The AESI Hydrogeologic Assessment states that the use of the sidewalls in the infiltration calculations is reasonable since there are so many factors of safety built into the design. Based on the exploration pits provided we feel that it is reasonable to use the sidewalls in the calculations but due to uncertainty in the actual infiltration rate of the sidewalls we do not agree that there is an"additional `dead' storage capacity of at least 28,000 cubic feet". The factors of safety included in the design are the minimum required by the Ecology Manual. The amount of dead storage available can only be determined once the actual infiltration rate of the pond is known, i.e. after construction. • The site currently contains a closed depression. Therefore, in addition to the 100-year, 24-hour duration storm the 100-year, 7-day duration storm must be routed into the infiltration pond and the maximum water surface elevation determined. • Only minimal erosion control was provided. An erosion control plan must be prepared in accordance with City of Arlington requirements. This plan must include sizing calculations for the siltation ponds. • The engineer should provide a copy of the Court Order that states the pipes that currently discharge to the site must be plugged. The pipes should be shown on the plans with a note stating they are to be plugged. • We noted a minor discrepancy in their calculations on page 1 of their Summary of Results— Table Format. They show that the greatest infiltration rate does not occur at the highest water elevation. The maximum infiltration rate should occur at the highest water elevation. They need to check the results. E A R T H `' T E C N snohomishcountyrereview 1.doc r I I To: Dave Anderson Page 2 From: Debbie Maroon Date: December 20, 1999 Subject: Snohomish County Shop Site • The have a minor error in their Waterworks calculations. Basin 2 shows a time of concentration for pervious surfaces,but they show no pervious surfaces. • The plans and calculations need to be stamped by a Professional Engineer licensed to practice in the State of Washington. E A R T H T E C H snohomishcountyrereview l.doc 1 , 1 City of Arlington • Building Department FAX Cover Sheet Date: I ��l _. C( ( Number of pages to follow: Response needed As requested FYI TO: ne- lL, e>V-mR-C-o(k (-)j FIRM: FAX #: FROM: RE: 1 3SaC� Additional Comments: -E;e I MACO A0 238 N Olympic Ave Arlington WA 98223 Ph. (360) 435-0724 FAX (360) 435-3906 r i .� i +� � � � C I TY OF A RL. I NOTON CONO-r RUCT I ON PE RM I T PERM I T NO- 99-35a6 Owner: 5NOI1OM'SH COUNTY DEFT F'URLIC ILI! BCtiNEVILLE AVE SFOHOMISH Value of Work: $300,000. 2)0 Tc?;i IL: 15�i05-_-Oi�-L. F02 Phone: Describe Work: CONSTRUCT NEW MODULAR OFr ,;.E BUILDING Proposed Use: OFFICES Legal Description: Job Address: 19700 67TH AVE Contractor's Name Type Address License# SNOHOMISH COUNTY MAINTENANCE OWN 120J. BONNEVILLE AVE TOTALS Fee Permit Fee $450. 00 Site Civil Fee $2,350.00 SIGNATURE: TOTAL FEE. . ... . ....... .. . . $2,800.00 I HEREBY CERTIFY 'THAT I HAVE READ AND ^XAMINED THIS APPLICATION AND PAYMENTS... . . . . .. .. . . . .. . . $1,266.71 KNO THE SAME TO BE TRUE AND COR- RECc LL PROVISIONS OF LAWS AND TOTAL DUE. ... . . . .. . .. . .. . . $1,533.29 ORD FJ r7C_S - ER^�iN 4TWHISTYPE nF ILL By MPLWHETHER S E I IED.Hjjj .`d 'd DATE RECEIPT # 111, ING O CIAL �} 1 �. CITY OF ARLINGTON JBuilding Department December 17, 1999 Bob Campbell, Operations Planning Specialist Snohomish County Public Works 1201 Bonneville Avenue Snohomish,WA 98290-2003 Re: Building Permit#99-3526 Dear Bob, I have received the revised documents for permit 99-3526. The permit can be issued with the following conditions of approval. 1. Earth Tech is reviewing the revised storm drainage design for compliance. The final design review should be completed within one week of the date of this letter. The permit can be issued prior to the drainage design being approved,however final occupancy of the building cannot occur until the storm drainage design has been approved by the City of Arlington and construction completed. If you should have any questions please give me a call at 360 403-3432. Sin ere y, G David W. Anderson Building Official Cc; Ken Reid,Public Works Director 238 N. Olympic Ave. • Arlington, WA 98223 (360) 435-0724 FAX (360) 435-3906 -. rh �i �i - — P[PA�Ty�[MT 0rC8K��AUNiTY Q[" MP/MENT 238 N. 'Yy/xpic' A/|/n8joo. WA 98223 DATE P� rf [] En�nrering [] PlInning pxorm (��} 12 43��24 F�� (2�6) 4D�'��06 ATTENTION TO RE: VVE ARE SENDING YOU O Attached O Under separate cover via thefollowing items: � O Shop drawings O Prints O Plans O Samples O Specifications � ! U Copy ofletter O Change order O COPIES DATE NO. DESCRIPTION THESE ARE TRANSMITTED aochecked below: O For approval O Approved assubmitted O Resubmit-------_copiooforapprova| O For your use O Approved as noted O Submit---_------copies for distribution O An requested O Returned for corrections O Retum---_---_cnrrected prints ~ Fo, review and comment O / O FOR BIDS DUE 19-----_-- O PRINTS RETURNED AFTER LOAN TOUS REMARKS t� - - - - �- � � 1 I December 14,1999 Mr.David W.Anderson City of Arlington Building Department 238 N. Olympic Avenue Arlington,Washington 98223 Subject: Snohomish County Road Maintenance Yard Stormwater Design Building Permit#99-3526 Dear Mr.Anderson: Snohomish County has authorized R. W. Beck to prepare a storm drainage design for the construction of a modular building and associated parking area in order to control and treat the runoff and to satisfy the building permit requirements. The accompanying report includes a stormwater design plan and back-up calculations to treat and control runoff from the new constructed areas. We feel this will satisfy your requirements for storm drainage in order to process the building permit. I am available to sit down and meet with you if a meeting would help expedite matters. If you have any questions,please call me at(206)695-4554. Very truly yours, R.W.PECK,INC. Mary Weber, E. Project Manager Enclosures c: Neil Brimacomb DEC 15 1999 CITY OF ARLINGTON 12-00126-118W-0001 I 0:\WEBER\MW225.DOC —� 1001 Fourth Avenue,Suite 2500 Seattle,WA 98154-1004 Phone(206)695-4700 Fax(206)695-4701 December 14,1999 Mr.David W. Anderson City of Arlington Building Department 238 N. Olympic Avenue Arlington,Washington 98223 Subject: Snohomish County Road Maintenance Yard Stormwater Design Building Permit#99-3526 Dear Mr.Anderson: Snohomish County has authorized R. W. Beck to prepare a storm drainage design for the construction of a modular building and associated parking area in order to control and treat the runoff and to satisfy the building permit requirements. The accompanying report includes a stormwater design plan and back-up calculations to treat and control runoff from the new constructed areas. We feel this will satisfy your requirements for storm drainage in order to process the building permit. I am available to sit down and meet with you if a meeting would help expedite matters. If you have any questions,please call me at(206)695-4554. Very truly yours, R.W. ECK,INC. 7G r2"' Mary Weber, E. Project Manager Enclosures c: Neil Brimacomb DEC 1 199 CITY OF AS INGTOII 12-00126-11800-0001 I O:\WEBERWW225.DOC -25--'4 1001 Fourth Avenue,Suite 2500 Seattle,WA 98154-1004 Phone(206)695-4700 Fax(206)695-4701 Snohomish County Public Works Road Maintenance Robert J. Drewel County Executive December 1, 1999 1201 Bonneville Ave. Snohomish,WA 98290 Mr. Dave Anderson (360)862-7500 FAX(360)862-7538 Arlington Building Official Toll Free(800) 562-4367 238 N. Olympic TDD (425)388-3700 e-mail: Arlington, WA 98223 pw.road.malntenance®co.snohomish.wa.us Dear Dave: I am herewith submitting the structural calculations and drawings, in four copies, per item#1 of your letter dated October 26, 1999, as part of the submittal requirements for obtaining the building permit#99-3526,the modular office at our shop in Arlington. These documents are stamped by the Washington PE who works for the vendor, Evergreen Mobile and have been reviewed by Washington Labor& Industries. It is my understanding that RW Beck, Consultants will be in touch with you within the next two weeks to submit the drainage plan which they have prepared to satisfy item#2 of the referenced letter. The other outstanding issues of your letter of August 12th are being addressed by our senior management with City officials. Sincerely, `I`i 35al� i0bCampbell90044 DEC Ed Operations Planning Specialist ,®j� e� 199 pF 9 8 Enclosures: as qR�/% 1V Et., : 1 - _ - _ 1 . - . I _ - _ 1 - - ' I � • I 1 _ 1 1 � t.✓ ,- � _ 1 11 1 -. I 1 . �. . 1 � _ 11 _ • _ I �. 1 ✓. 1 1 - 1 _ 1 . _ � . _ - � 1 r � I . I . - _ 1 I 1 r :� _ _ l - ' - 1• � - • • • • - r 1 _ _ _ 1 • . r � � _ •i 1 �. 1 � r- . _ � • 1 ' • _ • 1 r . I . 1 - _ • 1 1 1 - "• • - 1 _ _ _ 1 r • _ � -. • - � 1 1 1 F> 1 • • - ► • • • 1 • • - Ki _ I 1 I _ I - r .. - 1 ► - ► • � ti 1 1 1 • 1 . 1 _ • 1 1 .�1 _ • 1 I 1 I/ • 1 1 � 1 � i? _ _ • r . - I - • I ' �1 - I - r' ' - - '�� • 1 « .. • � 1 • , I 1 _ 1 II 1 1 I I . • - . I 1 _ 1 . _ �. � . :. 1 - ,, .. 1 _ Sf 1 I�Ir - _ — � - -1 � � r i 1 . , _ _ , - 1 - .. _ ,, � - - ' - - 1 1 a w 1 - - 1 1 1 �, � - _I I _ L - 1 �J 1 � :i 1 . _ _ r •1 1 � .'. ► 1 _ I _ � 1 , 1 1 1 . 1 r - 1 r _ � 1 _ � - . - . • _ _ 1 1 I _ 1 - . 1 _ � 1 1 1 - ■ _ _ •. 1 - • -1 • 1 . _ ,� � _ � 1 I • • - • • 1 , I , 1_ •' _ - �' r - RECEIVED NOV 2 3 1999 CITY OF ARLINCTON171 Snohomish County Public Works Road Maintenance Division Robert J. Drewel County Executive 1201 Bonneville Avenue Snohomish, WA. 98290 (360) 862-7501 November 18, 1999 FAX (360) 862-7538 Cuz Concrete 19604- 67th Avenue NE Arlington, Washington 98223 RE: Notice to Remove Drainage Pipes and Redirect Flow Away From the County's Property Dear Sir: During the removal of overburden along the south boundary of our 18-acre site at 19600- 67th Avenue, Arlington in July 1999, we discovered the following: ➢ A ten-to-twelve inch diameter drainage pipe that enters our property from yours on the eastern side of the southern boundary. It appears that this pipe drains the roofs and parking lots on the east side of your property. ➢ A six inch diameter drainage pipe that enters our property over the same boundary further to the west. It appears that this pipe drains paved areas around your concrete processing operation on the west side of your property. During periods of heavy rainfall, we have witnessed heavy discharges of dirty chalky water from both the pipes. Snohomish County requests Cuz Concrete both remove the above pipes from County property and direct any flow away from County property by December 31, 1999. Should removal and/or redirection not be completed to the County's satisfaction by that time, the County will have no other choice but to turn this matter over to the Prosecutor's Office for potential legal action. Please contact Bud Klintworth (425) 388-3223 or me and arrange a mutually agreeable date to remove the pipes. Thank you in advance for your attention to this matter. November 18, 1999 Page 2 Sincerely, L�litwc� - eve Pratt irector, Road Maintenance Division CC: Klintworth Campbell Brimacombe Angela Belbeck, DPA David Anderson, Building Official, City of Arlington, 238 N. Olympic Ave. Arlington WA 98223 John Drebek, WA State Department of Ecology, NW Regional Office, 3190- 1601n Avenue SE, Bellevue WA 98008 I� e City of Arlinbton Building Department FAX Cover Sheet Date: 1"o �� e �e f � / Number of pages to follow: Response needed As requested FYI TO: 4 0j3 - FIRM: FAX #: �3&0 ;7 � FROM: '-Z),q v D gNoEr2fD0 RE• Additional Comments: 238 N Olympic Ave Arlington WA 98223 Ph. (360) 435-0724 FAX (360) 435-3906 i CITY OF ARLIINGTOIN Building Depannient October 26, 1999 Mr. Bob Campbell Operations Planning Specialist Snohomish County Public Works Road Maintenance 1201 Bonneville Ave Snohomish WA 98290 Re: Building Permit 99-3526 Dear Bob, I have received your letter requesting the issuance of the building permit application 99-3526 located at 19700 67`h Ave. The plan review letter dated 8/12/99 sent to you addressed the outstanding corrections and/or additional requirements for this project before the permit could be issued. The following items must be addressed prior to the issuance of the permit.No activity is to proceed until a building permit has been issued. (Section 106 UBC) 1. An engineer licensed to practice within the State of Washington shall stamp the drawings. 2. Storm drainage design must be done per Washington State DOE's Stormwater Manual for the Puget Sound Basin. Submit complete drainage report for review.Following is a partial list of concerns or lack of information provided that will need to be addressed in the report. a) Bottom of detention pond shall be 3' above the water table-It appears that the bottom of the pond is at the summer time water table level. b) Submit drainage calculations for bio-swale, oil water separator. c) Need downstream analysis if discharging off site. d) Storm drainage report shall be stamped by a licensed civil Engineer in the State of Washington. e) Draw down time of retention/infiltration pond. f) Soil report containing infiltration rates, construction methods,TESC concerns. g) Maximum infiltration rate per DOE manual is 20 in/hr,but a safety factor of 2 must be applied which results in maximum infiltration rate for design of 10 in/hr. Narrative,that explains existing and proposed drainage system, drainage basins and flooding problems. 238 N. Olympic Ave. - Arlington, WA 98223 - (360) 435-0724 - FAX (360) 435-3906 In order to expedite your permit these comments should be addressed to Debbie Maroon at Earth Tech:Her number is (425)455-9494. If you should have any other questions you can call me at 4033432 Sincer I, , David W. Anderson Building Official 1 CITY OF ARLINGTON 1 Building, Departnaent October 26, 1999 Mr. Bob Campbell Operations Planning Specialist Snohomish County Public Works Road Maintenance 1201 Bonneville Ave Snohomish WA 98290 Re: Building Permit 99-3526 Dear Bob, I have received your letter requesting the issuance of the building permit application 99-3526 located at 19700 67`h Ave. The plan review letter dated 8/12/99 sent to you addressed the outstanding corrections and/or additional requirements for this project before the permit could be issued. The following items must be addressed prior to the issuance of the permit.No activity is to proceed until a building permit has been issued. (Section 106 UBC) 1. An engineer licensed to practice within the State of Washington shall stamp the drawings. 2. Storm drainage design must be done per Washington State DOE's Stormwater Manual for the Puget Sound Basin. Submit complete drainage report for review. Following is a partial list of concerns or lack of information provided that will need to be addressed in the report. a) Bottom of detention pond shall be 3' above the water table-It appears that the bottom of the pond is at the summer time water table level. b) Submit drainage calculations for bio-Swale, oil water separator. c) Need downstream analysis if discharging off site. d) Storm drainage report shall be stamped by a licensed civil Engineer in the State of Washington. e) Draw down time of retention/infiltration pond. f) Soil report containing infiltration rates, construction methods, TESC concerns. g) Maximum infiltration rate per DOE manual is 20 in/hr,but a safety factor of 2 must be applied which results in maximum infiltration rate for design of 10 in/hr. Narrative,that explains existing and proposed drainage system, drainage basins and flooding problems. 238 N. Olympic Ave. 0 Arlington, WA 98223 • (360) 435-0724 • FAX (360) 435-3906 t � { � . �I T Y In order to expedite your permit these comments should be addressed to Debbie Maroon at Earth Tech.-Her number is (425)455-9494. If you should have any other questions you can call me at 4033432 S incer l , k All j r David W. Anderson Building Official } Snohomish County Public Works Road Maintenance October 21, 1999 Robert I Drewel County Executive Mr. Dave Anderson 1201 Bonneville Ave. Arlington Building Official Snohomish,WA 98290 238 N. Olympic (360)862-7500 FAX(360)862-7538 Arlington, WA 98223 Toll Free(800) 562-4367 TDD (425)388-3700 e-mail: Dear Dave: pw.road.maintenance®co.snohomish.wo.us This is a request relating to our submittal of building permit#99-3526, for the installation of our new modular office at the Arlington Yard. While waiting for the permnit to be issued our fall weather is heading for winter and we have a significant investment which we need to protect from the potential cold weather. We fully realize that after the permit is issued and construction completed we must obtain your Beneficial Occupancy permit,prior to using the building. On August 27th we were requested by County Officials stop work untilresolution of the requirements in your letter of August 12th. The installation of the modular was about 75% completed at that time. At present the water service is charged, Electrical and gas service to the building is complete. The Electrical and Mechanical sub- contractors for interior finishing and the Evergreen mobile finishing work, interior and exterior remain to be completed. Some of these crews are now scheduled through the Thanksgiving Holiday. Therefore, this is a request with two options for your permission to proceed to complete the installation work prior to receipt of the permit so the affected contracts can be completed this year and we can protect our investment. A. Complete installation of all aspects of finishing the building. B. Complete installation of all contract items required to minimally turn on the heat. Please check one of the above options and return a signed copy as soon as possible so we can proceed with scheduling the required work. Sincerely, APPROVED AS CHECKED -wle Bob Campb Dave Anderson Operations Planning Specialist Arlington Building Official i 1 • � 1 1 1 I 1 1 • 1 r - _ 1 1 ti • 1 1 I 1 1 ' _ 1 1 � I • 1 1 ' L 1 I _ 1 • 1 • • Y I • • I • 1 _ _ � 1 • I ► 1 1 1 - 1 1 .. 1 1 • '1 1 • _ 1 � J 1 _ 1 • I I 1 ■ 1 1 • - _ _ 1 � it _ • ` • 1 ' 1 1 _ 10800 Northeast Bch Street, SevenL 'loor, Bellevue, Washington 9Buo., CITY OF ARLINGTON WORK AUTHORIZATION Project Name: x rX)Aj" PDAUC Wo,eec - -ROAN MhlJrE�w^3CS Description: -kEki z BRAiPJAGE REP(1&r h Pi Aoj-% Fame CoiFaer1kn,JCE \AirH EGowcw MAJVAc kjZ C 'rY Or. Azc i,��ra�► DEs�a S AtJtAALS REVI a Raw Services Authorized: _ -5£e ATTAC k M a l a f 9 9 ( � rr F� Telephone 2o6.4 5 5.9494 Facsimile 6.-153 9470 Schedule: Start 9 / / 99 Completion 11 I 199 Authorized Budget: $ _1, 3 50, O O City Billing Reference: ET Project Manager. REYArJ 9 Esc u kA ET Project Number: 3-7. 04 Prepared By: 42 Date City of Arlington Authorization: �� Date E A R T H `. T E C H I to800 Northeast 8ch Street. Seventh Floor, Bellevue, Washington 98004: September 2, 1999 Dave Anderson City of Arlington 238 North Olympic Arlington, WA 98223 Re: Snohomish County Public Works—Road Maintenance—Arlington Building Consultant Services Contract Fee Breakdown Dear Dave: Telephone Following is the scope of services including the estimated hours for each task to review the Drainage Report and Plans and the Road Plans for the above referenced +" "+ project. The actual hours spent on each task may vary from those shown. Facsimile Drainage Initial Review: =5 + Task Hours 1. Site Visit 2 2. Review Preliminary Storm Drainage Report, check conformance with DOE Stormwater Management Manual,review calculations. 6 3. Review design drawings for conformance with City of Arlington Developer Design Standards for the storm drainage system, review erosion and sediment control plan. 4 4. Write summary of review comments 2 5. Meet with City of Arlington,Developer and/or Engineer to discuss review. 4 Sub-Total 18 Roadway Initial Review: Task Hours 1. Review Roadway Plans and Profiles 1 2. Review Typical Sections, General Notes,Miscellaneous 1 3. Meet with City and Snohomish County and/or Engineer to discuss review. 2 Sub-Total 4 E A R T H @ T E C H A tRICO INTERNATIONAL LTD.COMPANY Dave Anderson City of Arlington September 2, 1999 Total Cost: Drainage= 18 hours @ $100.00 =$ 1,800 Roadway=4 hours @ $95.00 =$ 380 Expenses =$ 170 TOTAL COST =$2,350 It should be noted that the City of Arlington will review all other aspects of the Site Plan except for drainage items. The City will also review all zoning requirements and required permits. Very truly yours, Earth Tech,Inc. mc-- rtl� Debbie Maroon Project Engineer E A R T H @ T E C H CITY OF ARLINGTON Public Works Department (360) 435-3811 FAX(360) 435-7944 September 3, 1999 Post-it®Fax Note 7671 Date 9 -3 -qg pages I Mr.Neil Brimacombe — To n/F-J L From' 1N Ale Senior Operations Planner Co/DeptS. Co. ao eeJrVT 1201 Bonneville Avenue Phone# e# Snohomish, WA 98290 $(D�' S P, 0 3 -3 t Fax# 1&, Fax# Re: Snohomish County Maintenance Yard—Office Bui Reply to Neil's letter dated August 17, 1999 Dear Mr. Brimacombe: This letter is in response to your letter to Dave Anderson dated August 17, 1999. Following are the clarifications and additional information that you requested regarding Dave Anderson's letter to Bob Campbell dated August 12, 1999: 1. The City of Arlington has requested frontage improvements to 67`h Avenue NE per the City of Arlington Unified Development Code, Chapter XI, Section C,Mitigation of Impacts Resulting from Development Proposals. In lieu of half-street improvements of a 5-lane roadway section with curb, gutter and sidewalk,the City will accept$105,000.00. This dollar amount is based on cost estimates prepared in a 30%preliminary design done earlier this year. The $105,000 was derived by taking the total project cost of the proposed improvements on 67`h and then dividing by the length of the job to get a cost per foot. This number was then multiplied by Snohomish County's frontage length and divided by 2. The City is willing to discuss with the County alternative means for paying. The City,for instance, is willing to allow the County to trade its maintenance services over a period of time in lieu of cash. One idea is that the County could continue to provide maintenance to the Smokey Point area after October 1,when this area is officially a part of Arlington, until the$105,000 is amortized. 2. The second issue brought up in your letter was the requirement that the County treat and detain the runoff from the new impervious area due to the widening of 67`h as required in number 1 above. This comment goes away if the County does not widen 67th. The original intent of this comment was that the County would have to provide treatment and detention of the new impervious area added to 67'1'and one option would have been to combine this with the County's drainage system. Please give me a call if you have any questions. The City would like to set up a meeting to discuss item 1 at your earliest convenience. Sincere) , Ken Reid Director of Public Works cc: Dave Anderson,Arlington Building Official 816 N. West Avenue 0 Mailing Address: 238 N. Olympic Ave. 0 Arlington, WA 98223 Id Id upon by the developer and the City. In the event the P assumption of operation of the P facility is later than the date of transfer of ownership, the developer shall maintain full comprehensive and liability insurance on the facility until such time as the City assumes operation and maintenance. 6. Dedication of Land—Timing At the time of approval of platting, annexation, conditional use for dwelling, or site development plans,whichever comes later,the developer shall dedicate land or provide payment of cash in lieu of land.At the time of issuance of building permits,the developer shall pay the park development fee described above or agree, in a manner acceptable to the City,to develop dedicated land, in accordance with City standards, in lieu of the park development fee. (Ord.988§1(part), 1990.) d7. Use of Dedicated Land and/or Fees Collected Land accepted by the City through this Section of the UDC will be developed as a neighborhood or district park,as appropriate,and will be developed with funds available from deposited fees, in accordance with a priority schedule to be established by the City Board of Parks Commissioners and approved by the City Council. Such schedule shall be revised annually and may be revised dmore frequently, if required. 8. Review of Development Fees The park development fees for each development,structure,or unit established by this Chapter shall be reviewed by the City Parks Board annually at a public hearing.The Parks Board shall report and make recommendations to the City Council. dC. MITIGATION OF IMPACTS RESULTING FROM DEVELOPMENT PROPOSALS 1. Policy It is the policy of the City to implement the State Environmental Policy Act, RCW 43.21 C, and the State Subdivision Code, RCW 58.17, by requiring the proponent of any subdivision, rezone, project or development to mitigate any and all impacts directly resulting from the same which adversely affect the environment or the public health, safety, or welfare. Mitigation measures, including dedication of property to public use and voluntary payments into the City's Growth Management Fund,shall be a material consideration in the approval, modification or denial of all such proposals. 2. Projects Subject to Mitigation Requirements All subdivisions, rezones, projects, and developments (hereinafter collectively referred to as "projects")which are found by the responsible official of the City,the Planning Commission,Board of Adjustment,or City Council to directly result in adverse environmental impacts or to adversely affect the public health, safety or welfare (hereinafter referred to as"adverse impacts"), shall be required to mitigate such impacts as a condition of receiving City approval to proceed with the project;provided,that mitigation requirements shall not apply to categories of projects which are exempt under WAC 197-10-170, except for short plats, duplexes and triplexes,the exemption for which is repealed for the purposes of this Section of the UDC. 3. Mitigation Requirements Identified The City legislative or administrative authority issuing the project approval shall determine and f identify those adverse impacts which will directly result from the proposed project, and shall determine and identify required mitigation of the same. Such mitigation may include dedication of W~DevabPmenr Code Doc-*wa, 1998 XI-5 i � i i I I land or easements within the proposed project. It must be established that each mitigation requirement is reasonably necessary as a direct result of the project. 4. Mitigation of Adverse Impacts The City legislative or administrative authority issuing the project approval shall condition the same upon satisfactory mitigation of all identified adverse impacts by one of the following alternative methods: a. The proponent may modify the project so as to avoid creating adverse impacts;or b. The proponent may undertake,at its own cost,to mitigate all identified adverse impacts on a time schedule agreed upon with the City legislative or administrative authority issuing the project approval;or C. If the City determines that the identified adverse impacts would best be mitigated on a regional basis, the City shall prepare a cost estimate for the regional capital improvements,and shall define a benefit area for the same.The City and the proponent shall negotiate the fair share of said total cost to be allocated to the proponent's project, being guided by assessment methods allowed in RCW Chapter 35.44.A proponent may enter into an agreement with the City to pay the mitigation assessment for the project on a mutually agreed upon time schedule, or may dedicate land or do public works as a credit against the mitigation assessment,as provided below. If such mitigation is not deemed possible,practical,or in the public interest,the proposed project may be denied. 5. Recovery Contracts At the option of the City Council,a proponent may be allowed to enter into a recovery contract with the City providing for partial reimbursement to the proponent, or its assignee,of costs of regional capital improvements required by this Chapter, including design,grading, paving, and installation of streets, curbs, gutters, storm drainage, sidewalks, street lighting, traffic controls, and other similar improvements required by the street standards of the City,and regional storm drainage facilities.Such contracts shall be governed by the following provisions: a. An assessment area shall be formulated based upon a determination by the City as to which parcels of real estate adjacent to the street improvements would be required by this Chapter to make similar improvements at the time development is proposed for said parcels;in the case of regional storm drainage facilities,a similar analysis shall be made with respect to all parcels within the drainage basin as defined by the City. b. The reimbursement share of all property owners in the assessment area shall be a pro rata share of construction and contract administration costs of the improvement project. The City shall determine the reimbursement share by using a method of cost apportionment which is based upon the benefit to each property owner from the project. There shall be no reimbursement to the proponent for the share which is allocated to its property,nor for any contributions paid by the City. C. A preliminary determination of area boundaries and assessments, along with a description of the property owners'rights and options, shall be forwarded by registered mail to the property owners of record within the proposed assessment area. If any property owner requests a hearing in writing within twenty(20)days of the mailing of the preliminary determination,a hearing shall be held before the City Council,notice of which shall be given to all affected property owners. The City Council's ruling shall be determinative and final. City of Arlington Unified Development Code December8, 1998 XI-6 d. The City Council may,in its discretion,determine that interest shall accrue for the benefit of the proponent, or its assignee, on all unpaid assessments. In such cases, the City Council shall establish an interest rate and shall include it within the recovery contract. e. The contract,upon approval by the City Council,shall be recorded in the records of the l Snohomish County auditor within thirty(30)days of such approval. A recorded contract shall constitute a lien against all real property within the assessment area which did not contribute to the original cost of the project improvements. f. If, within a period of fifteen (15) years from the date the contract was recorded, any property within the assessment area applies for development rights which implement the requirements of this Section of the UDC, the lien for payment of said property's proportionate share, plus accrued interest,shall become immediately due and payable to the City as a condition of receiving development approval. g. All assessments and interest collected by the City pursuant to a recovery contract shall be paid to the original party constructing the improvement, or his/her personal representative,successors or assigns,within thirty(30)days after receipt by the City,less an administrative charge of fifty dollars($50.00)for each collection. 6. Credit for Mitigation Assessment for Dedication of Land At the option of the City Council, a proponent may be allowed or required to dedicate land, or cause land to be dedicated, to the City for public purposes. In such a case,the proponent shall be granted a credit against any part or all of the mitigation assessment referred to above, to the ti extent of the appraised value of the land which is dedicated.The implementation of this credit shall be in accordance with the following criteria: a. Dedication of land shall only be required or accepted by the City upon a finding that it is reasonably necessary as a direct result of the proposed project, and will tend to mitigate adverse impacts of the project. b. No credit shall be given for dedication of land for public road right-of-way located on the subject property or which abuts the same or otherwise provides direct access to the subject property. C. In evaluating a specific parcel of land for dedication,the City shall consider the following factors: 'c (1) Compatibility of the land with the City's then-current comprehensive plan for public facilities; (2) Topography,geology, access,and location of the land, as the same relates to its effective development and use for public purposes; (3) The proximity of the land to pre-existing property under public ownership; (4) The proximity of the land to existing and foreseeable population concentrations; (5) The possibility of combining the land with abutting properties which are presently under public ownership or are anticipated for future acquisition; (6) The environmental and economic impact of developing and using land for public purposes; (7) The fair market value of the land; Clry of Ar*- n U*Yied De-oapment Code X l-7 December g— 1998 3r. �• ■ ■ ■ ■ 1 1 r ■ or ■ ■ y ■ � ■ I ■ Y ' ■ � I ■ ■ ■ (8) The extent, if any,which dedication of the land to the public would reasonably interfere with the private development and use of abutting properties. d. If either the City or the proponent desires to pursue the option of land dedication, they shall, by mutual agreement, retain the services of a qualified appraiser who shall investigate and report to the parties the appraised value of the subject land.The cost of the appraisal shall be bome equally by the City and the proponent.Within thirty(30)days from the date of the appraisal report,the City shall notify the proponent of its decision whether the dedication will be required or allowed as a condition of project approval. e. In the event the City requires or allows dedication,the owner of the property shall deed or dedicate the same to the City with a warranty of clear title,as a condition of receiving final approval of the project. f. The proponent shall be given a credit against the mitigation assessment referred to above which is equal to the appraised value of the dedicated land. g. The City shall have complete discretion with respect to the use of the dedicated land,and the schedule for the development of the same; provided, that any such use or development shall be consistent with all applicable laws of the city, state, and federal governments. (Ord.980§1(part), 1990.) 7. Credits for Public Work on Regional Improvements In any case where a proponent requests permission to develop, at its own cost, a regional improvement to the public street system,park and recreational facilities,storm drainage and flood control facilities, or public safety facilities,which are located either on the subject property or off site and would contribute to mitigation of identified adverse impacts resulting from the project,the City may, in its sole discretion,grant permission to the proponent to perform such public work,and the value of the same shall be credited against the mitigation assessment for the project. The value of such work shall be determined by the City Engineer and shall be consistent with the probable cost of such public work, and in granting a credit against the mitigation assessment, the City Council must find that the work is in the public interest and meets the following standards: a. The public work must be a regional improvement which is provided for and anticipated in the City's Comprehensive Plan; no credit shall be allowed for construction of local access streets within the subject property or which abut the same or otherwise provide direct access to the subject property. b. The public work must be directly related to the mitigation of impacts created or contributed to by the project. C. The timing for the development of the public work must be consistent with the long-range scheduling for such development by the City. d. The proponent or its contractor must demonstrate its financial and professional ability to perform the project in a workmanlike manner and in compliance with all specifications for the project and all governmental regulations relating thereto. e. The proponent or its contractor shall be required to comply with all bonding and warranty requirements otherwise applicable to public works. f. The proponent or its contractor shall be required to deposit with the City,cash in a sum equal to the public work contract retainage requirement specified in RCW 60.28.010. Said deposit shall be subject to all provisions contained in RCW Chapter 60.28. City of Adington Unified Development Code December8, 1998 XI-8 �: r r � _ I r • F �� g. The proponent shall deed and convey the completed project and facilities to the City, for no cost, as a condition of receiving final approval of the development or construction in question. 8. Use of Mitigation Assessments All mitigation assessments paid to the City under this Chapter shall be deposited in the growth management fund established under Chapter 3.64 of the Arlington Municipal Code,and shall be held and used subject to the following provisions: a. Mitigation assessment paid by a proponent may only be expended by the City on capital improvements agreed upon between the proponent and the City which are designed to mitigate impacts directly resulting from the proposed project. b. Mitigation assessments shall be expended for such purposes within five years after the date of payment to the City. C. Any mitigation assessment not so expended shall be refunded with interest at the rate then established by state law as applying to judgments.The refund shall be made to the property owner of the subject property who is of record at the time of refund; provided, that if the mitigation assessment is not expended within a five-year period due to delay attributable to the proponent, or its successors or assigns, the mitigation assessment shall be refunded without interest. ' 9. Appeals to the City Council r Any proponent aggrieved by the amount of mitigation assessment,or by a determination requiring the dedication of land, may appeal the same to the City Council, as outlined in the appeal subsection of Chapter VII,Administration, of this UDC. City of Arlington Unified Development Code r December8, 1998 XI-9 !' s IV I 1 CITY OF ARLINGTON Building Depctrttnetat August 12, 1999 (4irr Bob Campbell, Operations Planning Specialist Snohomish County Public Works 1201 Bonneville Avenue Snohomish, Washington 98290 RE: Building Permit#99-3526 New Modular O}fice&Shop Building Dear Mr. Campbell: The following drawings have been reviewed for compliance with the 1997 Edition of the Uniform Building Code. The following applicable code data corrections and or additional requirements are necessary before the permit can be issued: 1) The building shall comply with the provisions of mobile home setup requirements; 2) An engineer licensed to practice within the state of Washington shall stamp the plans; 3) Half road improvements for a five lane roadway section must be completed for 67th adjacent to site. In lieu of doing these improvements, a fee of$160,000 can be paid for future improvements to 67th. City of Arlington's typical pavement section shall be used unless a geotechnical report is submitted recommending a different asphalt section; 4) Storm drainage design must be done per Washington State DOE's Stormwater Management Manual for the Puget Sound Basin. Submit complete drainage report for review. Following is a partial list of concerns or lack of information provided that will need to be addressed in the report: a) Bottom of detention pond shall be 3' above the water table—It appears that the bottom of the pond is at the summer time water table level; b) Retention/infiltration pond shall be sized to handle 67th improvements adjacent to site; c) Submit drainage calculations for bio-Swale,oil/water separator,etc.; d) Need downstream analysis if discharging off site; e) Storm drainage report shall be stamped by a licensed Civil Engineer in the.state of Washington; f) Draw down time of retention/infiltration pond; g) Soils report containing infiltration rates,construction methods,TESC concerns, etc.; h)_ Maximum infiltration rate per DOE manual is 20 in/hr,but a safety factor of 2 must be applied which results in maximum infiltration rate for design of 10 in/hr; i) Narrative that explains existing and proposed drainage system, drainage basins, flooding problems,etc. These comments should be revised on four sets of drawings and resubmitted with a cover letter showing where each item has been addressed. Z ;Anderson regarding the building permit please give me a call at 435-0724. Building Official buildMetten\3526 238 N. Olympic Ave. • Arlington, WA 98223 • (360) 435-0724 • FAX (360) 435-3906 r ` � -> ' r CITY OF ARLINGTON Building Department June 22, 1999 Bob Campbell, Operations Planning Specialist Snohomish County Public Works 1201 Bonneville Ave Snohomish, Washington 98290 RE: Building Permit 99-3526 New Modular Office & Shop Building Dear Mr. Campbell: We received your application in the mail for the construction of a new 5,400 SF modular office and shop building. Before the application can be deemed complete we will need a plancheck fee of$1,266.71 and the following: 1) Site Plan needs to show: Landscaping Off sight improvement to 67`b Ave Storm Drainage and Calcs On site parking details Parking requirements Location of fire hydrants for fire protection As per your request-in regards to the exposed drain pipe that the county uncovered during the grading and excavation; it is the responsibility of the county to restore or replace the drain pipe to pre-existing conditions. Cuz Concrete installed as per code, in existence at the time, and is in compliance unless he remodels or builds new construction. Therefore the County has allowed this condition to exist. Cuz Concrete,in my opinion,has adverse condition of rights. I recommend that the county include this in their drainage design. If yoifAave any questions please give me a call at 435-0724. Sincerel , 1 David W. Anderson Building Official DWA/rs bui1d\1etters\sc62299 238 N. Olympic Ave. Arlington, WA 98223 (360) 435-0724 FAX (360) 435-3906 i 1 City of Arlington. Building, Department FAX Cover Sheet Date: C1 Lq._ 9? Number of pages to follow: Response needed As requested_ FYI TO: I e Mckr-o FIR.M: -I l C, FAX #: a - 4 -s3 -- 9� �o FROM. RE: (5 D chi Ply Additional Comments: F� 233 N Olympic Ave Arlington WA 98223 Ph- (360) 435-0724 FAa. (360) 435-3906 to800 Northeast 8th Street, Sevent rloor, Bellevue, Washington 98004; September 2, 1999 Dave Anderson City of Arlington 238 North Olympic Arlington, WA 98223 Re: Snohomish County Public Works—Road Maintenance—Arlington Building Consultant Services Contract Fee Breakdown Dear Dave: Telephone Following is the scope of services including the estimated hours for each task to review the Drainage Report and Plans and the Road Plans for the above referenced a 2 s•ass• a a project. The actual hours spent on each task may vary from those shown. Facsimile Drainage Initial Review: - 4 2 s•4 5 3.9 4 7 0 Task Hours 1. Site Visit 2 2. Review Preliminary Storm Drainage Report, check conformance with DOE Stormwater Management Manual,review calculations. 6 3. Review design drawings for conformance with City of Arlington Developer Design Standards for the storm drainage system, review erosion and sediment control plan. 4 4. Write summary of review comments 2 5. Meet with City of Arlington,Developer and/or Engineer to discuss review. 4 Sub-Total 18 Roadway Initial Review: Task Hours 1. Review Roadway Plans and Profiles 1 2. Review Typical Sections, General Notes,Miscellaneous 1 3. Meet with City and Snohomish County and/or Engineer to discuss review. 2 Sub-Total 4 E A R T H `� T E C H A tyCO INTERNATIONAL LTD.COMPANY a Dave Anderson City of Arlington September 2, 1999 Total Cost: Drainage= 18 hours @ $100.00 =$ 1,800 Roadway=4 hours @ $95.00 =$ 380 Expenses =$ 170 TOTAL COST =$2,350 It should be noted that the City of Arlington will review all other aspects of the Site Plan except for drainage items. The City will also review all zoning requirements and required permits. Very truly yours, Earth Tech,Inc. Debbie Maroon Project Engineer E A R T H ` T E C N AUG-17-SS OS: 54 FROM=PUBLIC WORKS ROAD MAINT. . ID: 360 862 7538 PACE 1/2 41.0", Snohomish County Department of Publk Works Road Maintenance Division 1201 Bonnevilie Avenue Snohomish, Washington 98290 FAX C O M E R S H E E T DATE: August 17, 1999 TIME. 9:39:57 AM TO: David Anderson PHONE: (360)435-0724 Bldg Dept Arlington FAX: (360)435-3906 FROM: Neil Brimacombe PHONE: (360) 862-7519 FAX- (360) 862-7533 arc Request for Additional Information CC: File Number of pages including cover sheet: 1 Message Mr, Anderson.- Request for information attached_ Call if you have any questions. Neil Brimacombe qGG? s�I4) 99 e, it 4AJ gl�;Olq6j ./ f � � !� f r I !.�. AUG-17-99 09 : SS FROM:PUBLIC• WORKS ROAD MAINT. . ID: 380 882 7538 PAGE 2/2 • Snohomish County Public Works Road Maintenance Division Robert J. Drewel County Executive 1201 Bonneville Avenue Snohomish, WA. 98290 (360) 862-7519 August 17, 1999 FAX (360) 862-7538 David W.Anderson Gty of Arlington, Building Department 238 N.Olympic Avenue ? Arlington, Washington 9822-3 Subject C14ifica-bon of Requirements;inty of Arh gtan BtaiW�iitK;t'eirnit#99L3356 Dear Mr.Anderson: I am respectfully requestirtg additional infOrInation relating to the additional requirements yotl requested of Snottornish County in your letter to Bob CarrIpbell dated,,August 12,Z999. As,it relates to Items 3 of your letter in which you request that the County install an itnprovernent on 67th or pay the City$160,000;would you please provide me with a copy code provisions which permits the City to make such a request and how the$16o,000 figure was de"elape'i in light of the code provisions_ As it relates to Item 41 of your letter.,it appears that you are requesting that our property accept�ater front the CiWs right of way.Is that correct?If this is the case,please provide me%vith a copy code provisions which permits the City to snake such a request. If not, would you please clarify the requirement? I look forward to hearing from you shortly as it relates to this request Sincerely, !Neil ! cambe r Operations Planner cc: Pratt,Campbell,Facilities File f f City of Axiin at o TL b J Building Department FAX Cover Sheet Date: !3 �� Number of pages to fbHow:12. - Response needed As requested FYI _ TO: gob 6mvbeA I FIRM: Soo C+U F_�X rr. - — 3 FROM: A VA /VbeILS6Aj RE: Leii-er 4ar Additional Comments: - 1.3 i 233 N Olympic Ave Arlington WA 98223 Ph. (360) 435-0724 FAX (360) 435-3906 0 a i� f ' City of Arlhigto Lt Building Department FAX Cover Sheet f Date: �,� P � —q G( Number of pages to follow: Response needed As requested FYI _ TO: la,�21a L.agr8F-YL-, FIRM: l''CC� FAX TF: 139 FROM: T Additional Comments: /17 h6 ------ t C C CJ S 7 n 5 233 N Olympic Ave Arlington WA 98223 Ph. (360) 435-0724 FAX (360) 435-3906 --s ' • .,,,� - -� � � , ' 'r ' �I ti VGTD�� CITY OF ARLII Building Department June 22, 1999 Bob Campbell, Operations Planning Specialist Snohomish County Public Works 1201 Bonneville Ave Snohomish, Washington 98290 RE: Building Permit 99-3526 New Modular Office & Shop Building Dear Mr. Campbell: We received your application in the mail for the construction of a new 5,400 SF modular office and shop building. Before the application can be deemed complete we will need a plancheck fee of$1,266.71 and the following: 1) Site Plan needs to show: Landscaping Off sight improvement to 67"Ave Storm Drainage and Calcs On site parking details Parking requirements Location of fire hydrants for fire protection As per your request in regards to the exposed drain pipe that the county uncovered during the grading and excavation; it is the responsibility of the county to restore or replace the drain pipe to pre-existing conditions. Cuz Concrete installed as per code, in existence at the time, and is in compliance unless he remodels or builds new construction. Therefore the County has allowed this condition to exist. Cuz Concrete, in my opinion,has adverse condition of rights. I recommend that the county include this in their drainage design. If yodhave any questions please give me a call at 435-0724. Sincerely, David W. Anderson Building Official DWA/rs bui1d\1eUm\sc62299 238 N. Olympic Ave. Arlington, WA 98223 (360) 435-0724 FAX (360) 435-3906 y �a(P Snohomish County Public Works Maintenance & Operations r Robert I Drewel June 16, 1999 JUL 2 Q 1999 County Executive Mr. Dave Anderson C1TY0JCARI.!N' Arlington Building Official rON 1 Bonneville Ave. Snoo hh omish,WA 98290 238 N. Olympic (206) 388-3489 Arlington, WA 98223 FAX(206) 388-3138 Toll Free(800) 562-4367 TDD 388-3700 Dear Dave: This is in response to your letter of June 22, 1999, and subsequent discussions,relating to our submittal of the building permit#99-3526. I am herewith enclosing the required plancheck fee of$1,266.71 warrant no 694629 and four copies of the following drawings: New Office Site Drainage Plan, RMFAC-31-99B, sheet 1 of 2, with drainage calculations. New Office Parking Plan, RMFAC-31-99B, Sheet 2 of 2. New Office Landscape Plan, RMFAC-31-99C These drawings supplement the previous submittals and should complete the requirements for the issuance of the permit. Per discussions you were to review the need for the other three items in the referenced letter: Off site improvements to 67th Ave; pending your purchase of additional R.O.W.; the Parking requirements, which have been exceeded per the SCC 18-48.1; and the issue of fire hydrant across the street. If you require additional information please call me at 360-862-7513, A NEW NUMBER! Sincerely, Bob Campbell Operations Planning Specialist 1 5 Enclosures: as recycled paper � Ct 1 � � �s r 1 - i :: 1 � + 1 1 _ i' 1 1 . � I _ 1 1 1 1 ' — i i. 1 — 1 .. 1 ,,, i � � - • ,: a - 1 1 ' . �1 1 1 1 1 1 • ' '. . i �_ • � t� i 1 sJ I — . I t' I 1 I — 1 1 .� C I 1 � �_� — 1 • _ — � 1 t — I I Snohomish County Public Works Maintenance & Operations Robert I Drewel June 16, 1999 R�C�. County Executive ✓UN �VFC� 1 Mr. Dave Anderson �, ? ton Building Official �T�- 19,99 1oh Bonneville Ave. Arlington g OP Snohomish,WA 98290 Arlin toN. On, WAc98223 �R</�GTO FAX(206) 388-3489 38 g N Toll Free(800) 562-4367 TDD 388-3700 Dear Dave: Submitted herewith is the application for the building permit for our new modular office at the Arlington Yard. There are four copies of the following drawings to meet your requirements: Four slieet set of Drawing RMFAC-31-99, prepared by myself. Sheet 1 of 2, Site Plan, Drawn 4-22-99, Revised 5-4-99 Sheet 2 of 2,New Drainage Plan East End of Yard, Drawn 4-6-99 Sheet 1 of 2 99A, Finish Grades, Drawn 5-4-99 Sheet 2 of 2 99A, Cross Sections and Profile, Drawn 5-4-99 Six sheet set of Manufacturers drawings Whitlwy Evergreen Inc. Sheet 0.0, Cover,Notes and Finishing Schedule, 6-9-99 Sheet 1.0, Floor Plan, 6-9-99 Sheet 2.0, Building Sections and Details, 6-9-99 Sheet 3.0, Ceiling/Power Plan Schedules, 6-9-99 Sheet 4.0, Building Elevations, 6-9-99 Sheet 5.0, Foundation Plan Details, 6-14-99 Please be aware that the overall drainage plan for our yard is being developed to ensure containment of all runoff in compliance with DOE and NPDES requirements; as the former pit is being reclaimed. When the plan is completed, perhaps next spring,we will provide a copy to you. Would you please have someone respond to my request for your assistance, 5-27-99, with regard to the illegal drain pipe from CUZ concrete property which delivers runoff to our site. Sincerely, Bob Campbel Operations Planning Specialist 8 Enclosures: as recycled paper _ - - - _ - 1 M_ � 1 �, 1 •1 I - - - � _ 1 1 1 1 I +. 1 I 1 � _ 1 � � � i � � � �� I 1 � . 1 _ � � � � _ 1 1 1 ,I , � � � � • _ _ . _ . _ 2 .. I .l 1 • - 1 � 1 � � � � � 1 • � 1 •. � I 1 1 - - ' _ � . _ I , . � 1 . • � I . .I �/ I .• 1 1 V - I . - . � I I • 1 � V 1 1 ' 1 1 _ 1 � � _ � �_ i 1 �� 1 1 1 _ � _ �. 1 II � � , .� 1 1 .: . I 1 � 1 Snohomish County Public Works Maintenance & Operations Robert I Drewel May 27, 1999 r County Executive Mr. Dave Anderson Arlington Building Official 1201 Bonneville Ave. Snohomish,WA 98290 238 N. Olympic (206) 388-3489 Arlington, WA 98223 FAX(206) 388-3138 Toll Free(800) 562-4367 TDD 388-3700 Dear Dave: I am writing for your assistance after discussion with Barbara Noble of your staff, yesterday. We have a minor drainage issue which has developed this week which we request your office provide assistance in resolving. As you know we are engaged in a new building project on our Road Maintenance property off 67th Avenue NE. The excavation of the southeast portion of the property has uncovered a drainage pipe, which is the outfall from a catchbasin, under the fence from Cuz Concrete property. We have requested on two occasions to have the pipe relocated so their drainage does not run onto our property, without receiving cooperation from Glenn Zachery, the owner. The best way to work out this type of issue is directly with the responsible party, however he has stated he has no intention of changing the drainage. Barbara stated that"dumping water onto neighboring property is illegal in the City of Arlington." We are currently doing final sub grading on the site and would appreciate your support in getting this situation corrected, within the next month. Should you have any questions or need further information, please contact Bob Campbell of our office at 425-388-3113. Sincerely, Neil B acombc Senior Operations Planner cc: Glenn Zachery, CUZ Concrete Ken Reid, City DPW recycled paper I " 1 '. III .• 1� fl�U.��M•�� I - �,� _ f ABM - ., '• - ■ '11 '� :710 TO - i ,.vl iTT 1 :w I I 1 I . - I ' 1 - � I I - I - 1 1 a ' Snohomish County SAY � Public Works 0/ry 199.9Maintenance & Operations ��°� Robert I Drewel County Executive May 26, 1999 Mr. Dave Anderson 1201 Bonneville Ave. Snohomish,WA 98290 Arlington Building Official (206) 388-3489 238 N. Olympic FAX(206) 388-3138 Arlington, WA 98223 Toll Free(800) 562-4367 TDD 388-3700 Dear Dave: Subsequent to my visit to your office yesterday regarding the ongoing reclamation of our former gravel pit, on county property within the City, I want to ensure we are continuing in compliance with your requirements. Upon review of the 1997 UBC, Chapter 33, Excavation and Grading, we ariexerfipt from the grading permit pursuant to several of the provisions of Section 3306.2, 1, 6 & 7. The discussions with City Officials in 1994 provided initial concurrence with our reclamation plan for the former pit. That ongoing work is in compliance with the DOE NPDES permit under which the County operates. No written plan has been required by DNR due to the inactive, grandfathered nature of the pit operations however; we will be preparing a master plan for the completion of the reclamation, paralleling the Soils/Geotechnical/Civil engineering requirements of the referenced Chapter 33. Two copies of that completed plan will be provided to you, later this year. We are pursuing this in good faith to maintain our good working relationship with the City and want to ensure there is some documentation of our activity, for both our organizations, in the current frenzied `permitting' environment in which we work. If I have understood your requirements and the above meets with your approval, please acknowledge by countersigning below and returning a copy to me. Sincerely, Bob Camp II Dave Anderson Date Operations Planning Specialist Arlington Building Official Snohomish County Road Maintenance recycled paper mod' TEL : Jul 06 '99 8 : 12 No .002 P .02 ►, NEW F SFR Y+Gt ; AV9 NE .t _,. 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Zs1 Z V s ` V'zU z :J �' Z J J < �++ IK �.iI� :L >y ^J ;� 1 30 � W y J < < y v < ID - N y 11])\1/1 y VVV .� 4 li M .1. 4 J J I~ "'i L1r j • = N O C) SM08 N33MJ-38 S3N1l Tits 3131dWOO J CITY OF ARLINGTON r Public Works Department (360) 435-3811 FAX(360) 435-7944 May 10, 1999 Steve Pratt Snohomish County Public Works Department 1201 Bonneville Ave. Snohomish, WA 98290 RE: 67th Ave. Right of Way. Dear Mr. Pratt: The City of Arlington would like to request at this time an additional 30(thirty) feet of Right of Way from Snohomish County along 67th Ave.N.E., this would be along the frontage of your District 1 Maintenance Facility in Arlington.This request for additional R.O.W. is required to construct a five lane roadway section from 188th St. N.E. to 204th St. N.F:., this would replace the existing two lane section (see attached). The first phase of this project is funded and scheduled for the 2000 construction season. The first phase will end approximately 700' south of the County facility, with the second phase continuing to 204th St.,this would occur hopefully during the 2002 construction season. It has come to our attention that the County is planning to install a modular office unit on the southeast portion of their site,parallel to 67th Ave. The City of Arlington would like to establish the proposed Right of Way and building setbacks to accommodate the planned roadway construction,and avoid the relocation of the county's office building in relation to the project. if this is agreeable to the County, I will have our attorney draft the Right of Way dedication documents post-haste for your review. Thank-you in advance for your cooperation concerning this request. Should you have any questions or concerns please contact me at(360)403-3457. S 1 c re ly, if u� Marc Hayes Superintendent of Streets MH/mh cc: Ken Reid - Public Works Director 816 N. West Avenue 0 Mailing Address: 238 N. Olympic Ave. 0 Arlington, WA 98223