Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
19320 63rd Ave NE_993228_2026
@V V I � I 17 tA c 4 'o d g �► r� lz\j IA-Wa- z BLDG Permit# y Receipt# BUILDING ...._.: Financed `$ARS � - DesC_ejagf&&# $ :Amount 204 001-322-10-00 Building 402 001-345-83-00 Plan Check Fees �S 800 001-386-00-01 St. Bldg Code Fee 401 001-341-60-00 Copy Fees 403 001-345-83-11 On-Site review 606 107-002-344-85-00 Trip Generation 607 107-003-345-85-00 Park Mitigation 634 107-006-345-85-00 School Mitigation TOTAL 000 3S— -0 C z c O =z0 x �z0 xZ0 a) m D m z O y10 � _Iz y =1� o Do ➢ fZn < O � m- rIm mr -1 � rz � 03 fn O 7J _ Zyz z 0 mcnoi oL m Z v U) �In� N In 0 o cn 1 � �00 0g-n G)Mn z V In mom m o m 7D z� zm rn x �n a r z m I, z D to m 0 0 0 n 0 " �, z N a n D3 z v ra- m m W e cOi cOi GOi v K 0 z d m 0 C7 nj D a z z In D >0 O 0 = D C (,�j z � O z :j 0 I 1 O " . z _ O c m O czi 00 a z z O 1 m O 3 Z z a In m G 21 g - ` J In G =1 0 oO z o z D rn D R_?z Cn r. r mIn0 _2 1 mcr (n o \ Ei.m c Z r- _ 0 -1 4 w m C D O-0 j z u� U) ^ $ O CU y UJI v a= _C IV so : o o 0 � no m O m3 D _ am -1 c�a � (n In � c m uzi L a Z O -� o W o3 74 a c N m m CITY OF ARL I NOTON CONOY RUCY I ON P E:RM I T F:3,aRM1Y NO- Owner: SMITHWAY CO. INC. P.O. BOX 3219 ARLINGTON 98223 Value of Work: $55,000.00 Tax ID: 153105--4--012-0009 Phone: 4225 " Describe Work: SECOND FLLOR IMPROVEMENTS Proposed Use: OFFICE MANUFACTURING Legal Description: Job Address: 19320 &3RD AVE Contractor' s Name Type Address License* SMITHWAY CO. INC OWN 6319 192ND NE P E R M I T F E E S Equipment and Fixtures Number Fee Total Charge PLUMBiNG FIXTURES 10 $7.00 $70.00 S U B T O T A L.. . .. . $70.00 TOTALS Fee Permit Fee $549.00 Fixture $70.00 Plan Fee $3 6.B5 Plumb Permit $20. 00 State fee $4.50 SIGNATURE: TOTAL FEE. .. .. .. . . ....... . $1,000.35 I HEREBY CERTIFY THAT I HAVE REAL? AND EYn!OINED THIS APPLICATION AND PAYMENTS.. . .... . .. . ...... .$0.0 �NCT SAME TO BE TRUE AND COR— RECT F'W10INSLA AND TOTAL DUE.......... .... .. . $1,000.35 ORD'I I t]=1 WHETHER DATE RECEIPT0 'P 1 toMain I�ii te[a 1 �1��!tl�T 1 tIrtO�'f Ff1 Lrr — _ �1 ■� �1�1�' _ I ■q 1v-vQa isgp -Nr- I - ' �■ L I 1 . J - 11 I I 1 Sol --ffTtu1 _ I jr ICI I . ' � . � '► ' , i . M I I I I QrC I TY OF ARL_I NOYON CONOY RUCTION PE RM I T GERM I T NO_ S: 99-3iE!aC8 N Owners SMITHWAY CO. INC. P.O. BOX 3219 ARLINGTON 98223 ! - Value of Works $55,000.00 Tax ID: 153105-4-012-0009 Phone: 425 2 � ii Describe Works SECOND FLLOR IMPROVEMENTS Proposed Uses OFFICE MANUFACTURING Legal Descriptions Job Addresss 19320 63RD AVE r Contractor's Name Type Address License* SMITHWAY CO. INC OWN 6319 192ND NE P E R M I T F E E S Equipment and Fixtures_ Number Fee-�- Total Charge --PLUMBING FIXTURES - - 10 - $7.00 $70.00 SUBTOTAL...... $79.00 TOTALS Fee Permit Fee $549.00 Fixture $70.00 Plan Fee $356. 85 Plumb Permit $20.00 State fee $4.50 SIGNATURES TOTAL FEE................ . $190 0.35 T HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND � PAYMENTS................. .$B.8 KNOW - SAME TO BE TRUE AND COR- RECT AL PROVISIONS LA S AND TOTAL DUE................. $1,Oft.35 ORDT AN ES GOVERNIN TNT TYPE OF WDt W L 9E C MP WI11 WHETHER S' IF Ell. M NOT. DATE RECEIPT # D NC IRL J rL"L to . -nA I 1 I"PA !'w � r. f !-ram — Tom■ � :— �i�.1�.--■i�1— � I► - - - r 1 ■ acrirTI � ■ ■� No ME ■ ME MEN ■ ■ ■ . M�I+aU 4&0d&B do* till i 1 il.ft1 own -Oak" ri an w ME I I MF19• / ' 1 1 %L ■ I I W I 11� 1 � I ■ ■ ■ I- r� 81 I - — - — — - — — - - - n — ...1 — — — — — — — — — - — — — — — — —� L - — rt I — -pqI ■ 1 r J c I ' - - 1 ■ 1 fw _ I - I J I �- -~ �■ F'J& ■ ■ J J ■ I I', 1 _ 11 I1 I I C I TY 01= ARL.I Neyom CON1S7 RUCT I ON Pe RM I T �► PERMIT NO. a 9S--3ae8 Owners " SM I THWAY CO. INC. P.O. BOX 3219 ARL INGTON 9 c3 �bo Value of Mork: v$551 000.00 Tax II?s 153105--4-@i2-6W9 Phone a 425 1 Describe Work: SECOND FLLOR IMPROVEMENTS Proposed Use: OFFICE MANUFACTURING Legal Descriptions Jab Address: 19320 63RD AVE Contractor's Name Type Address License# SMITHWAY CO. INC OWN 630 192ND NE - — --- —P E R M ~ I T_.._..— F E E D ---- Equipment and Fixtures Mumbler Fee Total Charge -------------- PLUMPIN «FI FIXTURES _--��- - ---$ 7»� ia 3711»ld0 9UBT0TAL...... •70.0O TOTALS Fee JJJJ Permit Fee $549.SO Fixture $70.00 Plan Fee $356.85 Plumb Permit $20.00 State fee $4.50 SIGNATURES TOTAL FEE.....„.......«..« $1,Meld.35 1 HEREBY CERTIFY 'THAT I HAVE READ FIND EXAMINED THIS APPLICATION AND PAYMENTS............ KNOB} SAME TO HE TRUE AND COR- fiEC"i" F1L� PRIJVISIONS LAW�i ANII TOTAL DUE................. •1,SM.33 QRDI Era 60VkRN1Nti� wo WI L IE`C MPL WI WHETHER S 7EI, W NUT. , DATE RECEIPT # „s I 1 1 �.f I I C _ • � _ r .. , I • I - - - I • I I► I • I .. Ii I -1 LL . 1 P. r Al • � -111_ • � � III li �S ti Ii II M 1 I V CITY Or ARL.I NOT'ON CnNO- 'RUCTION PM RM I T PN RM I T NO. ss %%—aaaa Lioners GM1'1HWv1Y CO. IW-. P.O. BOX 3219 14KI1401I44 9W23 U �Value of Barks $55,wo.1 Tax IDs 153105-N--@f2 0009 Phones 425 A Describe Works SECOND FLLOR IMPROVEMENTS Proposed Usti OFFICE 1 F1LiTURIM L* Al Descript#ant Jab Andresse 193c''0 63RD AVE contractorss Name Type Address License# SM I TF WFiY CO. I NL OWN 6319 192NO NE Equipment and Fisstures Number Fee 'Total Charge PLI,NM111INE31,VFIXTURES __.1D_a 47.W i70.00 8 U & T 0 T A L....r. $70.00 TOTALS fee Permit Fee $349.00 Fixture t70.N Plan Fee 4356.9 Plumb Pereit $20. 9 !Mate fee $4.50 81CiMTURk S TOTAL $19"0.35 1 WREBY CERTIFY THAT 1 HAVE READ AND ENR MIPN~D 1'HIB 44-PLICATION AND PEiYMEKf ii.,..w w.r r..•►..r w.111.8 F.HM T1� � TO BE TRUE AND COR— RECT ALL PREW Il�IIL i LAWS Aw TOTAL Dl1E................. $1,0".33 UHD I 4LES WVF 1t1J l N4'1 h1 I � T Y F�f i.M WO WI)_L K. L;L"-A_[ WI fH id1tL•111F.k '3 IF ELF Ii ,�J �A ftlUl DATE RECEIPT $ /. � DI WA 6 AL. r J' I I - I I Nr -me- - - --■ -� I - - - 46 EL - ■ II I II - I 1 r + _ ■ - m �I .I I� t' Ownwi°'a fMITHW4Y CD. ley. P.O LAX .:3219 WU1dCalUH MU3 Value of Wari<: #rm","0.00 I ar sr ' R� Dwsrr•ib* ka MCMD FLUJP IMPROVEWNTS Prapao �iod Uses OFFICE #ILµ( TUR1NU Legal Descripticmi Jab ¢tddressr 14 10RO AVE Cmtractor t s Waso Typo Addross Lic9usof P E R 1i 1 T F 3 i Egoipsomt *nd Ftuturvo Nuwwr foe Total ch"e F'LL1fo...m7'fJs,_.__.__..._ _. ..-,.._..___._•__.__�-t. pp 0 y� 0 A li�h �f $:r» $74y��.i� A U 7 T L...... T©TALB Foe F *rvit Fee $5419.@0 � Fi)i.tUre $40.00 Fri.&ri Fee 1.35G.05 p1mob per ott ieo.00 State felp t•:.50 $1EitiRIINIL r TOTAL, Fes........,,..a.... ♦I,am.3i 1 WIMO ' CLEPTIFY !F3 T 1 HAVE WAP t Pa'rD w ;iM SAW I U 0E I V110L Im ((W- i F .G't' 'ttt.L i'Nilt►!i+l.UF+1�s i 16V.4'a NNi+ TOTAL Ums.......W«... .,.. 61,iS".35 t�Itpl�'ii+{�LT_ C�1.1!1�RbI[F�3. 1!!1� TYPE Of, 14UPW WILL ESE z MPL I� WI1H "THLR i T�. w?F.r�.3�'i�=�' � , lyf�. YY11` f77��yy��ee • _. r i r ' I i 7 1 * , apir7 !& ;a f ON ■ ■ t A : [ i 4 E d - - - atom k of Fi � Wi Wow MnIN 0 MOM ME _ . . . 1 _ NMI in . :. i ' i I - P. .-7 -1 - 1 - 1 1 r,6W 14 .1 ■ 1 ■ 11 Ell ■ 1 1 NMI 0 f -I go mom _ . - - - WEE MM I ME ME ME _ 9� I, i . � N La 1 ` 1 ' �'• : • i i L � 8 I . 1 J ad : I F- x Til 0, 41 A fill.to or� I it< AA 7_1 0. og A L WT I —xi 1 *I 4r • • n t r1 , c 'T' Ll —Xill F: oy' s Z ,7 -or —41 I IJfS"O A % j i sLC -Wl — n I l to i, ;-.L Too— 7 r. NI -Am-—4 Poo... p :4 tI Sp 0 'Jol t I. ;�,.l mi 5e�- n. c 7. Il T o .% pi' 1. 1 7. Y Al l A 7 • t lOi 7Ak Y e oil If 2 t I lit Vill• '—t i7r ;,rl mi F �N 'tl� 1 14� Vol% A CON I v "rl . X • ; lor .. "., � " . r 4 w L I I k-f ► 1 6 C,fr. kk.. T _VX mW. - 0111 J, tj r 7 Ai lit f T.::;.) 'o., Jr tj c L ll�S�44 j lo.'J.1 X %it liz ri -J' 6"1 toil 41 v,74, A ill r . . j , t, - 'All 11 7. 14,� r -6- n • ► 41 • All ILtip s oi:,o POW ti1� red pol ap .�'I ZY. T Al �;- 7 5 z TA 1_[- 7 T—Jy: IJI T • u v,Al a iL It 7111 4, '-P j oil I • 19 1 I vs.41 &7, If 11 �Ioih- or t Y'r,". 4'ill 1 4 41. Vill Mill of or Lo_�!7 JoLl —'-I _'11 —_ L_)Ir q DRAINAGE PLAN for SMITHWAY SITE IMPROVEMENTS ARLINGTON, WA for -S mithway Co. Inc. 6115 192nd St. N. E. Arlington, WA 98223-3219 -� 15210 SSlONAL EXPIRES:1/20/ `T�^ BY TWO RIVERS ENGINEERING ARLINGTON, WA (360)435-8167 RECEIVED J U L 16 1998 CITY OF ARLINGTON i I �, I I �s N � ? � i 1 I II 1 � �L i � 1 � � 1. AUTHORIZATION - This report was authorized by Smithway Co. in June , 1998. 2. PURPOSE-This report has been prepared to comply with the City of Arlington storm drainage requirements for new development. This report describes the drainage system which meets City storm water runoff control and water quality treatment requirements. 3. PROJECT SITE-The project is located at the corner of 63rd Ave. N. E. and 192nd St. ,Arlington ,WA. Sheet C 1 shows the present general site arrangement. The site is fapproximately 4.4 acres in area. l 4. EXISTING LAND USE- The site is an industrial assembly and manufacturing site consisting of two metal buildings, covered storage area and minimal driving surfaces. The area surrounding Building# 1, the southern most building is noncompacted dirt with f some natural landscaping on the east and south borders. Building#2, the northern structure, has minimal natural landscaping on the east boundary and some between Bldg.'s 1 &2. The working surface surrounding Build#2 is compacted earth. 5. PROPOSED DEVELOPMENT - The property will be developed in several Phases. Phase 1 consists of grading and gravel paving of the exterior work area surrounding Bldg. #1. Phase 2 will be the construction of a paved parking facility to the north of Bldg. #2. Phase 3 will consist of an addition of 4,000 sf on Bldg. #1. Future phases may include connecting Bldg. 1 &2 with a.covered work area. The phase improvements are show on the attached drawing provided.by Gary Parkinson Architect. 6. EXISTING STORM DRAINAGE SYSTEM -The site has no specific storm drainage system at this time. The existing buildings have down spouts which discharge to the l surrounding ground surface. . l 7. TOPOGRAPHY - Sheet C-1 shows spot elevations of the existing site. The site is generally flat with the difference in building finish floors being about 1.8' with Bldg. 1 being lower than Bldg. 2. The site has no drainage runoff entering or leaving the site. All storm drainage appears to infiltrate into the surrounding soil. 8. SOIL TYPE-The existing soils reported at the site by SCS Soils Conservation Maps includes two groups. The northern area is a Lynnwood Loamy Sand while the southern soil is reported as Everett Gravely Sandy Loam.The hydrologic group designation of these soils are both type A. The soil permeability vanes from 0.2 to 6.0 in/hr. for surface soils and 6.0 - 20 in. /hr. for the soil below 6" in depth. The highly permeable soil is at elevation 98 and below. As part of the analysis of the site soil test pits were excavated to verify the data provided in the SCS document. The soils log are presented in the 1 Appendix. They confirm the presence of sandy material. No water table was encountered to depths of 6' or more. [ 8. DESIGN STORM -The project site is located at latitude N 48° 10' 16", longitude W 122' 8' 48". The design rainfall quantities for a 24 hour storm have been obtained from NOAA ATLAS 2, Volume IX. The rainfall for the 2 year storm is 1.8" and 100 year I storm 3.9"Copies of the data are in Appendix A. 9. DESIGN CRITERIA -The system is designed as on on-site infiltration system therefore the design storm for the rooftop and paved areas are the 100 year storm,. The pervious areas are landscaped or natural areas therefore they have been left to percolate 98-006 2 Two Rivers Engineering r I �1 into the soil. The water quality treatment for the gravel and paved area shall be catch basin inserts which hold screens and oil adsorbent pads to collect debris and oil from frunoff before entering the infiltration basins. A summary of design criteria regarding basin areas, total storm volumes and detention volumes are presented in Table 1, Smithway, Inc. Improvements Design Criteria Summary Table 1- , Smithway, Inc. Improvements 100 Year Design Criteria Summary Design Criteria Phase 1 &3 Phase 2 BuiIding_s Pavement Buil ings Pavement Area, ac. 0.49 1.3 0.44 0.58 Storm Volume, cf 65341 8276 7405 5663 Required Detention 1085 1426 803 993 Volume, cf 1 based upon SBUH analysis 10. DESIGN CALMLATIONS - Drainage calculations were developed using the computer program WaterWorks'I'M by Engenious Systems, Inc. Appendix A includes the basin hydrographs for the 100.year storm as routed through the appropriate drainage ` systems. y. 11. PROPOSED DRAINAGE SYSTEM-The proposed drainage system is composed of two infiltration systems for Phase 1 &3. It is recommended that the entire system be constructed at this time to accommodate both Phase 1 and 3 drainage requirements because the new roof runoff infiltration basin will be located under the new gravel work surface. While that infiltration_basin can be constructed at a later date, later construction will result in lose of the new surface and increased cost at a later date. The gravel area runoff will flow into catch basins which include debris collectors and oil filters to treat the runoff then flowing into an underground infiltration system composed of 12" perforated PVC pipe. The roof top infiltration system will be the same as the gravel area without the catch basin filters. Table 2, Smithway, Inc. Improvements 100 Year Drainage System Performance Design Criteria Phase 1 &3 lBasin Building Pavement Req'd.. 1085 1426 Detention f Volume, cf I Total Available 1220 1648 Volume, cf Maximum 97.4 97.4 Basin Water Elevation 98-006 3 Two Rivers Engineering i i Table 3 Smithway, Inc. Improvements Phase 2, 100 Year Drainage System Performance Design Criteria Phase 2 Basin Building Pavement Req'd.. 804 992 Detention Volume, cf Total Available 1220 1830 Volume, cf Maximum 96.49 96.14 Basin Water Elevation 12 CONSTRUCTION SEQUENCING-The project shall be constructed according to City permit requirements. Phase 1 shall begin with temporary erosion control which is a construction entrance for control of sedimentation off site. Since the site is virtually flat construction of silt fencing and other standard TE&SC BMPs are judged to be unnecessary. After the drainage system is constructed and the gravel working surface added, the surrounding landscaping shall be installed which should complete the final erosion control system. _ 98-006 4 Two Rivers Engineering i i i ,� I I1 f Appendix A I Smithway Co. Industrial Building Drainage Design Calculations 1 1 f i 98-006 5 Two Rivers Engineering I I I fSmithway Site Improvements Arlington, WA Drainage Design Calculations J Index Project Site & Soils Type 1 t- Soil Legend 2 Soil Water Features 3 Soil Physical & Chemical Properties of Soil SCS 4 Soil Physical Properties of Soil Puget Sound 5 Soil Test Logs 6 2 Year 24 Hour Storm Isopluvial Map 7 100 Year 24 Hour Storm Isopluvial Map 8 f Phase 1 &3 Basin Data 9 l Phase 1 &3 Infiltration Basin 1250 sf Stage Storage Table 10 Phase 1 &3 Infiltration Basin 1000 sf Stage Storage Table 11 Phase 1 &3 Infiltration Basin 1250 sf Stage Discharge Table 12 Phase 1 &3 Infiltration Basin 1000 sf Stage Discharge Table 13 Phase 1 &3 Level Pool Routing Table Summary 14 Phase 1 &3 Inlet & Out 100 Year Hydrographs 15 l Phase 2 Basin Data 16 l Phase 2 Infiltration Basin 1,500 sf Stage Storage Table 17 Phase 2 Infiltration Basin 1,000 sf Stage Storage Table 18 Phase 2 Infiltration Basin 1,500 sf Stage Discharge Table 19 Phase 2 Level Pool Routing Table Summary 20 Phase 2 Inlet& Out 100 Year Hydrographs 21 Area Calculations 22 Permeability Calculations 24 l_ L L I� L L i i � .. ,r 71�i,tt�I�� y.•i.f� I(. ``.t.'.1�1yii" k�1� 't.�. , -!�-I_r t".h�• .✓ _ �i •�i+• /s.'45/=.ax'.�� X`t�✓t''.'{�t,l�• x' -� �r- i_{• ti.`[ ' :w 3�.i- -c• c.• r riRl.,M,.* Its 1•� f �. 'E'i•L -" t�t ; LV 5. .. 4 •.'�' t. -ate. �� } . 'y .� JIL ,'Ir %. .1/ ♦,.' Kam. '{ �+� •,�. ��)fi-• .... fig •' !'• �.�•y♦:. -� e•,�S! ;,,,:,fir. _.� Affi MAw �� i' t r n' 1 .I .� FS. DEPARTMENT OF AGRICULTURE CONSERVATION SERVICE SNOHOMISH COUD "i SOIL LEGEND SYMBOL NAME 1 Alderwood gravelly sandy loam,2 to 8 percent slopes 2 Alderwood gravelly sandy loam,8 to 15 percent slopes 3 Alderwood gravelly sandy loam,15 to 25 percent slopes ¢t 4 Alderwood-Everett gravelly sandy loams,25 to 70 percent slopes 5 Alderwood-Urban land complex,2 to 8 percent slopes 6 Alderwood-Urban land complex,8 to 15 percent slopes r- 7 Bellingham silty clay loam 8 Bellingham Variant mucky silty clay loam 9 Cathcart loam,3 to 15 percent slopes 10 Cathcart loam,15 to 25 percent slopes 11 Cathcart loam,25 to 50 percent slopes 12 Cryohemists,nearly level 13 Custer fine sandy loam 14 Elwell silt loam,3 to 30 percent slopes 15 Elwell-0lomount complex,15 to 30 percent slopes K 16 Elwell-Olomount-Rock outcrop complex,30 to 60 percent slopes ' 17 Everett gravelly sandy loam,0 to 8 percent slopes 18 Everett gravelly sandy loam,8 to 15 percent slopes 19 Everett gravelly sandy loam,15 to 25 percent slopes 20 Fluvaquents,tidal 21 Getchell silt loam,3 to 30 percent slopes 22 Getchell-Oso complex,15 to 30 percent slopes 23 Getchell-Oso-Rock outcrop complex,30 to 65 percent slopes 24 Greenwater loamy sand 25 Hartnit-Potchub-Rock outcrop complex,65 to 90 percent slopes 26 Indianola loamy sand,15 to 25 percent slopes 27 Kitsap silt loam 0 to 8 percent slopes 28 Kitsap silt loam,8 to 25 percent slopes 29 Kitsap silt loam,25 to 50 percent slopes 30 Lynnwood loam sand,0 to 3 percent slopes ..i- 31 - Lynnwood-Narger complex, t0 percent slopes 32 McKenna gravelly silt loam,0 to 8 percent slopes 33 Menzel silt loam,0 to 3 percent slopes 34 Mukilteo muck 35 = Nergar fine sandy loam,0 to 15 percent slopes 36 Nargar fine sandy loam,15 to 30 percent slopes 37 Nargar-Lynnwood complex,30 to 65 percent slopes 38 Nergar Variant sandy loam,3 to 30 percent slopes 39 Norma loam 40 Norma Variant loam 41 Ogarty-Tokul-Rock outcrop complex,65 to 90 percent slopes 42 0lomount gravelly loam,3 to 15 percent slopes 43 0lomount-Elwell-Rock outcrop complex,65 to 90 percent slopes _ 44 Orcas peat 45 Oso gravelly loam,3 to 15 percent slopes 46 Oso-Getchell-Rock outcrop complex,65 to 90 percent slopes 47 Pastik silt loam,0 to 8 percent slopes 48 Pastik silt loam,8 to 25 percent slopes 49 Pastik silt loam,25 to 50 percent slopes 50 Pilchuck loamy sand 51 Pits 52 Potchub silt loam,3 to 30 percent slopes 53 Potchub-Hartnit complex,15 to 30 percent slopes 54 Potchub-Hertnit-Rock outcrop complex,30 to 65 percent slopes 55 Puget silty clay loam 56 Puyallup fine sandy loam 57 Ragnar fine sandy loam,0 to 8 percent slopes 58 Ragnar fine sandy loam,8 to 15 percent slopes 59 Riverwesh 60 Rober silt loam,0 to 15 percent slopes 61 Rober silt loam,15 to 30 percent slopes 62 Rober silt loam,30 to 65 percent slopes 63 Skykomish gravelly loam,0 to 30 percent slopes 64 Snohomish silt loam 65 Sulsavar gravelly loam,0 to 8 percent slopes 66 Sultan silt loam 67 Sultan Variant silt loam 68 Sumas silt loam 69 Terric Medisaprists,nearly level 70 Tokul silt loam,2 to 8 percent slopes 71 Tokul silt loam,8 to 15 percent slopes 72 Tokul gravelly loam,0 to 8 percent slopes 73 Tokul gravelly loam,8 to 15 percent slopes 74 Tokul gravelly loam,15 to 25 percent slopes 75 Tokul-Ogarty-Rock outcrop complex,0 to 25 percent slopes 76 Tokul-Ogarty-Rock outcrop complex,25 to 65 percent slopes 77 Tokul-Winston gravelly loams,25 to 66 percent slopes 78 Urban land 79 Verlot mucky silt loam,3 to 25 percent slopes 80 Winston gravelly loam,0 to 3 percent slopes 81 Winston gravelly loam,3 to 30 percent slopes 82 Xerorthents,nearly level �II Li i l l 1 1 Snohomish County Area,Washington 189 TABLE 15.--WATER FEATURES ["Flooding" and "water table" and terms such as "rare," "apparent," and "perched" are explained in the text. The symbol < means less than; > means more than. Absence of an entry indicates that the feature is not a concern] coding High water table Soil name and ;Hydrologic! I ' map symbol ; group I Frequency 1 Duration I Months 1 Depth 1 Kind ! Months 1 , 2, 3-----------------1 C !None------------1 ___ I -__ 11.5-3.0 (Perched I Jan-Mar Alderwood I 1 1 ! 1 1 1 4*: ! I ! I ' Alderwood--------------, C None------------I ___ ; -__ ; 1.5-3.0 !Perched I Jan-Mar ! : Everett----------------I A !None------------1 --- 1 --- ; >6.0 --- 1 ! ' 50 6•• Alderwood--------------1 C None------------1 --- ! --- ! 1.5-3.0 !Perched = Jan-Mar , , 1 ' ! Urban land. , I ! I ! ! 1 ! C ;None------------I --- I Oct-Jun 1 +1-1.0 !Apparent I Oct-Jun Bellingham I ! ! 1 1 ! 1 I i I ' , 8-----------------------1 D !Frequent--------!Very long-----I Oct-Jun ; +1-1.0 !Apparent I Oct-Jun Bellingham Variant 9, 10, 11---------------! C !None------------1 --- 1 1 >6 0 --- Cathcart ! ! ! ! ! 1 , r ! ! ! ! ! 12 Cryohemists ! ! ! ! ! 13----------------------1 C !None------------1 -» ; --- I 0-1.0 :Apparent ; Nov-Mar Custer 1 ! 1 1 ! ! 14---------- ---- ' C !None------------1 --- ! --- ! 1.5-3.0 !Perched ! Nov-Jun Elwell ! ! 1 ! ! ! ! , I tElwell---- ----------! C !None------------: --- ! --- 1 1.5-3.0 !Perched ! Nov-Jun , I i , Olomount- ------------1 C (None------------: --- ; --- ! 1.5-3.5 !Perched : Nov-May 16*: 1 ! t ! ! I 1 Elwell- ---------------1 C None------------1 --- ! --- 1 1.5-3.0 !Perched I Nov-Jun ! I ! 1 ' --_ : 1.5-3.5 :Perched : Nov-May Olom t---------------, C ,None------------! --- 1 Roc outcrop. 18 t9- -----------' A :None------------' --- --- >6.0 t7 e --- --- ver 206. Fluvaquents 1 ! ! 1 ! 1 21----------------------1 C (None------------1 --_ : ___ ; 1.5-3.0 !Perched 1 Dec-May Getchell i •: i ! ! ' ' 2Getchell---------------! C None------------I --- 1 --- 1 1.5-3.0 !Perched I Dec-May Oso-------------------- C INone------------1 --- ! --- ! 1.5-3.0 !Perched I Nov-May Getchell-------------- C :None------------I --- ! --- : 1.5-3.0 !Perched I Dec-May See footnote at end of table. 1 3 � 1 � � • I� ■ r ■ i ■ ■ ■ r ■ � ■ 1 ■ 1 i ■ � .7r I ■ ■ 1 ■ 1 ■ ti � � ■ ■ ■1 ■ ' ■ � ■ 190 Soil survey TABLE 15.--WATER FEATURES--Continued Flooding High water table Soil name and IHydrologicl It + + ' ' map symbol 1 group ; Frequency ; Duration 1 Months ; Depth ! Kind 1 Months C !None------------! --- ! --- ! 1 .5-3.0 lPerched I Nov-May Rock outcrop. --_ ' --_ 24----------------------: A !None------------1 --- ! --- >6.0 ! + Greenwater I Hartnit---------------- C None------------ 1.5-3.5 lPerched ; Nov-May Potchub----------------! C !None------------! --- ! --- 1 1.5-3.0 lPerched ; Nov-May Rock outcrop. 26----------------------! A !None------------! --- ! --- ! >6.0 Indianola 27, 28, 29--------------1 C !None------------! --- --- 1.5-2.5 lPerched ! Dec-May + Kitsap 30 -------- A !None------------! --- ! >6.0 - --- , 310: ! ! ! ! ! ! Lynnwood- ------! A INone------------! --- ! --- ! >6.0 ! --- ! --- Nargar-----------------! A lNode------------1 --- ! --- ! >6.0 ! --- ! --- 32----------------------1 D !None------------! --- ! --- ! +1-0.5 lPerched ! Nov-Mar McKenna 33-----------------------I B !Rare------------! --- ! --- ! >6.0 l --- I --- Menzel ! I ! , 34----------------------1 D !None------------! --- ! --_ ! +1-0 !Apparent ! Oct-May Mukilteo 35, 36------------------1 A !None------------! --- ! --- ! >6.0 --- Nargar + 37■: l ! ! ! ! ! Nargar-----------------! A :None------------! --- l --- l >6.0 ! --- + --- Lynnwood---------------! A !None------------! --- ; -__ >6.0 --_ --- 38----------------------I A !None------------! --- ! --- ! >6.0 --- , Nargar Variant ' __ ! +1-1.0 !Apparent ! 39----------------------+ D !None------------! --- ! - ' Nov-Apr, Norma ' I i ___ 1 ___ ! +1-1 .0 !Apparent ! Nov-Apr 40----------------------! D !None------------, Norma Variant ! ! s s ! ! 4 .: Ogarty-----------------i C INone------------1 --- --_ >6.0 , + Tokul------------------! C !None------------1 --- --- 1 1 .5-3.0 !Perched Nov-MaY Rock outcrop. ! I 42----------------------1 C !None------------! --- ! --- ! 1.5-3.5 lPerched ! Nov-May , Olomount ! ! ! ! ! ! ! See footnote at end of table. 1 I I 184 Soil survey TABLE 14.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued Erosion , Soil name and ;Depth;Clay <2mm; Permeability Available ; Soil Shrink-swell factors ;Organic map symbol ; ; ; water capacity ;reaction; potential 1 matter K ; T n Pct In/hr n n PH Pclt 16s: , Olomount--------; 0-2 --- 0.6-2.0 0.13-0.16 :5.1-5.5 :Low------------;0.241 2 ; 2-5 ; 2-18; --- ; 0.6=2.0 ; 0.11-0.14 ;5.6-6.0 :Low------------;0.28; ; ;18-32; --- ; 0.6-2.0 ; 0.08-0.10 ;5.6-6.5 :Low------------;0.28; 32 ' --- --- , Rock outcrop. 17, 18, 19-------; 0-6 ; 5-10 ; 2.0-6.0 i 0.08-0.12 ;5.6-6.5 ;;Low------------;0.17; 1 10-15 Everett ; 6-18; 5-10 ; 6.0-20 i 0.05-0.08 ;5.6-6.5 ;Low------------;0.10; ; ;18-601 0-5 6.0-20 0.02-0.05 15.6-6.5 :Low------------;0.10; ; 200 Fluv uents 21--- - 0-2 ' 0.6-2 0--------, , --- , � 0 19-0 21 ;3.6-5.0 :Low------------;0.37; 2 10-15 Getch 1 ; 2-36; --- ; 0.6-2.0 0.19-0.21 ;4.5-5.5 ;Low------------;0.431 36 , 22#: , Getchel --------; 0-2 ; --- ; 0.6-2.0 ; 0.19-0.21 ;3.6-5.0 :Low------------;0.37; 2 ; 10-15 ; 2-36; -- ; 0.6-2.0 ; 0.19-0.21 ;4.5-5.5 :Low------------10.43; ,_---, Oso---- ------; 0-5 ; --- ; 0.6-2.0 ; 0.12-0.16 ;3.6-5.0 :Low------------;0.32; 2 ; 5-10 5-29; --- ; 9.6-2.0 0.13-0.17 ;4.5-5.5 :Low------------;0.37; ; 2 --- 23': Getchell--------; 0-2 ; --- ; 0.6-2.0 ; 0.19-0.21 ;3.6-5.0 :Low------------;0.37; 2 ; 10-15 ` 2-36; --- ; 0.6-2.0 0.19-0.21 14.5-5.5 :Low------------;0.43; ; , i It ' --- 0.6-2.0 0.12-0.16 ;3.6-5.0 !Low------------;0.32: 2 ; 5-10 5-29; --- ; 0.6-2.0 0.13-0.17 ;4.5-5.5 ;Low------------;0.37; ; 29 ; --- ; --- ; --- ; --- ;---------------;----; ; Rock outcrop. 24---------------; 0-9 ; 0-5 ; 6.0-20 ; 0.06-0.08 ;5.6-6.5 :Low------------10.17; 5 ; .5-1 Greenwater ; 9-21; 0-5 ; 6.0-20 ; 0.06-0.09 ;5.6-6.5 :Low------------;0.17; ; ;21-60; 0-5 ; 6.0-20 ; 0.05-0.07 15.6-6.5 :Low------------;0.101 ; 255: Hartnit---------; 0-4 ; --- ; 0.6-2.0 i 0.18-0.21 ;3.6-6.0 ;Low------------;0.241 2 ; 10-15 4-27; --- ; 0.6-2.0 i 0.17-0.20 14.5-6.0 ;Low------------;0.37; ; 27 , , , Potchub---------; 0-7 ; --- ; 0.6-2.0 ; 0.21-0.23 ;3.6-5.0 ;Low------------;0.241 2 ; 15-25 7-10; --- 0.6-2.0 ; 0.19-0.21 ;4.5-5.0 ;Low------------;0.37; ; ;10-34; --- ; 0.6-2.0 ; 0.18-0.20 ;4.5-6.0 :Low------------;0.37; i 4 ' --- --- --- --- ---- Rock outcrop. 26---------------, 0-4 ; 0-5 ; 2.0-6.0 0.08-0.11 ;5.1-7.3 :Low------------10.24; 5 ; 1-5 Indianola ; 4-241 0-5 ; 6.0-20 ; 0.07-0.10 ;5.1-7.3 ;Low------------;0.24: ; ;24-60; 0-5 ; 6.0-20 0.04-0.07 ;5.1-7.3 :Low------------;0.20; ; 27, 28, 29------ 0-6 ; 5-15 0.6-2.0 ; 0.19-0.21 ;5.6-7.3 :Low------------;0.32; 5 ; 3-10 Kitsap ; 6-33; 20-35 ; 0.6-2.0 ; 0.18-0.20 ;5.6-7.3 ;Moderate-------;0.37; ; ;33-60; 20-35 ; 0.06-0.2 ; 0.17-0.20 ;5.6-7.3 ;Moderate-------;0.37; ; See footnote at end of table. " I I ' 'I ` I II wry • - - - • - — i 0 i 0 i mwrmmp■ m ■-■ an- 0 -6 0 mmp� mpm%— Snohomish County Area, Washington 185 TABLE 14.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued Erosion Soil name and ;Depth;Clay <2mm; Permeability ; Available Soil Shrink-swell ; factors ,Organic map symbol ; ; ; ; water capacity ;reaction; potential ; matter I 1 1 1 K T n c n r in/In pH ilct 1 0.08-0.11 'S 1-6.0 ;Low------------;0.24i 5 1-2 30------------ 0-7 0-5 2.0-6.0 1 . Lynnwood ; 7-29; 0-5 ; 6.0-20 ; 0.07-0.10 15.1-6.5 ;Low------------;0.24; ; :29-60; 0-5 ; 6.0-20 ; 0.05-0.08 ;5.1-6.5 ;Low------------;0.17; Lynn od--------; 0-7 ; 0-5 ; 2.0-6.0 ; 0.08-0.11 15.1-6.0 ;Low------------:0.241 5 1-2 ; 7-29; 0-5 ; 6.0-20 ; 0.07-0.10 ;5.1-6.5 :Low------------;0.24; ; 129-60; 0-5 ; 6.0-20 ; 0.05-0.08 15.1-6.5 ;Low------------;0.1T; 1 1 , 1 I , Narga ---------; 0-6 ; --- ; 0.6-2.0 0.18-0.22 ;5.6-6.5 ;Low------------;0.32; 5 ; 1-2 6-261 --- ; 0.6-2.0 ; 0.11-0.22 ;5.6-6.5 ;Low------------;0.24; ; ;26-41; 0-10 ; 2.0-6.0 0.05-0.08 ;6.1-6.5 ;Low------------;0.1T; ; ;41-60; 0-10 ; >20 ; 0.03-0.06 ;6.1-6.5 :Low------------;0.15; 1 1 ; 32----- ------- 0-8 ; 10-25 ; o.6-2.0 ; 0.16-0.19 ;4.5-7.3 ;Low------------;0.32; 3 ; 3-15 McKenn ; 8-33; 20-35 ; 0.06-0.2 ; 0.12-0.16 ;5.1-T.3 :Moderate-------;0.32; 33 ; --- 1 33------ -------; 0-4 ; 10-15 0.6-2.0 ; 0.22-0.25 ;5.6-6.5 :Low------------;0.32; 5 ; 2-5 Menzel ; 4-16; 10-15 0.6-2.0 0.20-0.25 ;6.1-7.3 ;Low------------;0.43; ; ; 16-60; 10-15 ,.; 0.6-2.0 ; 0.14-0.20 ;6.1-7.3 ;Low------------;0.43; ; 34--------------- 0-4� 1 --- o.6-2.0 i 0.30-0.34 ;4.5-5.0 ;Low------------;0.10; 5 ; 20-40 1 Mukilteo 4-35i --- ; 0.6-2.0 ; 0.30-0.34 ;4.5-5.5 ;Low------------;----; ; 35-54 0.6-2.0 ; 0.30-0.40 ;4.5-5.5 !Low------------;--- ;54-60; --- ; 2.6-6.0 0.10-0.14 16.6-7.3 ;Low------------;0.37; ; 35, 36-----------; 0-6 ; --- ; 0.6-2.0 ; 0.18-0.22 ;5.6-6.5 :Low------------;0.32' 5, ; 1-2 Nargar 6-26, --- 0.6-2.0 ; 0.18-0.22 ;5.6-6.5 :Low------------;0.24; ;26-41; 0-10 ; 2.0-6.0 ; 0.05-0.08 16.1-6.5 ;Low------------;0.17; 141-60; 0-10 >20 ; 0.03-0.06 ;6.1-6.5 ;Low------------;0.15; 1 1 ; 1 1 1 1 1 1 1 37': ; 1 1 1 Nargar----------1 0-6 ; --- ; 0.6-2.0 ; 0.18-0.22 ;5.6-6.5 ;Low------------;0.32; 5 ; 1-2 ; 6-26; --- 0.6-2.0 ; 0.18-0.22 ;5.6-6.5 ;Low------------;0.24; ; 126-41; 0-10 2.0-6.0 0.05-0.08 ;6.1-6.5 ;Low------------;0.17; ;41-60; 0-10 >20 ; 0.03-0.06 ;6.1-6.5 ;Low------------;0.15; ; 1 1 1 i , Lynnwood--------; 0-7 ; 0-5 2.0-6.0 0.08-0.11 ;5.1-6.0 :Low------------;0.M 5 1-2 ; 7-29; 0-5 ; 6.0-20 ; 0.07-0.10 ;5.1-6.5 :Low------------;0.24; ; ;29-60; 0-5 6.0-20 0.05-0.08 ;5.1-6.5 !Low------------;0.17' ' 1, 1 38---------------; 0-4 ; --- ; 0 6-2.0 ; 0.14-0.18 ;5.6-6.0 :Low------------;0.24' 5 ; 1-2 Nargar Variant ; 4-31 ; --- ; 0.6-2.0 0.14-0.18 ;5.6-6.5 :Low------------;0.24; 131-60; 0-10 ; 6.0-20 ; 0.04-0.08 ;6.1-6.5 :Low------------;0.17; ; , 39---------------; 0-10; 10-15 0.6-2.0 0.19-0.21 ;5.6-6.5 :Low------------;0.24; 5 ; 5-15 Norma ;10-28; 5-10 ; 2.0-6.0 ; 0.12-0.15 ;5.6-6.5 ;Lou------------;----; 128-60; 5-20 0.6-2.0 ; 0.12-0.15 ;5.6-7.3 ;Low------------;--- ; , 40---------------; 0-9 ; 10-15 ; 0.6-2.0 ; 0.19-0.21 ;4.5-5.0 !Low------------;0.37; 5 1 2-5 Norma Variant ; 9-26; 20-35 ; 0.2-0.6 0.19-0.21 ;5.6-6.0 !Moderate-------;0.32; 126-35; 5-10 ; 2.0-6.0 ; 0.11-0.13 ;6.1-6.5 !Low------------;0.32; ; 135-601 0-5 ; 6.0-20 ; 0.06-0.08 ;6.1-6.5 ;Low------------;0.20; 1 1 I 410: Ogarty----------; 0-6 ; --- 0.6-2.0 ; 0.08-0.11 ;4.5-6.0 ;Low---------- l0.24; 2 5-10 ; 6-38; --- ; 0.6-2.0 ; 0.06-0.10 ;5.1-6.0 :Low------------;0.28; ; 8 Tokul-----------; 0-4 ; --- ; 0.6-2.0 0.16-0.19 ;5.1-6.5 ;Low------------;0.28; 2 ; 15-20 ; 4-22; --- ; 0.6-2.0 ; 0.15-0.19 ;5.1-6.5 !Low------------;0.32; ; 122-31; --- ; 0.6-2.0 ; 0.14-0.18 ;5.1-6.5 :Low------------;0.28; ; ; 31 ; --- ; --- ; 1 1 I 1 1 1 Rock outcrop. 1 1 1 1 1 1 1 1 1 See footnote at end of table. m I � � I �� ' • ■ ■ � y ■ ! � i ■ i � i■ � 7TTr SOIL LOGS LOCATION : 6115 192nd St. N. E., Arlington ,WA Elv. Elv. Elv. Oil 0 98+/- 98+/- 0" 100+/ oil Brown Loam Brown Loam `• v;:: Brown Gravelly 811 Loam 97 Brown Sandy Loam 15" Gravel 96 5 18" Sandy Gravel Brown Sand 97 36" 95.5 3011 95 36 Gravelly Medium Sand Gravelly Sand Gravelly Sand CC 93 60" 95 60" 92.8 64" Test Pit W 1 Test Pit # 2 Test Pit # 3 June 23, 1998 June 23, 1998 June 23, 1998 No groundwater found in any pits. Project:Smithway Site Improvements Two Rivers Engineering Arlington, WA Arlington, WA 98223 Project # 98-006 (360) 435-8167 7 i I I �:: SOIL LOGS LOCATION : 6115 192nd St. N. E., Arlington ,WA Elv. Elv. 100+/ . r off 100+/ Oil yw:.�,2'yy2yr2y, � w Brown Gravelley Loam , f Brown Dense Silt a 6i 98.5 1811 Brown Silty Gravel 98 24" 96.5 40 Gray Gravelley Sand Gray Gravelly Sand 93.71 1 74" 94.7 64" No Groundwater found. Test Pit # 4 Test Pit # 5 June 23, 1998 June 23, 1998 Project:Smithway Site Improvements Two Rivers Engineering Arlington, WA Arlington, WA 98223 Project # 98-006 (360) 435-8167 8 i v v v v ^ cm 3 CE 00 act ' Z 00 R — I I I r -' "" 'Rrvp ^ I \ r 19 r fv • N - - R 0 a A N i N s _ P W ^ .p i ,. .� � M r��rr•!`^�e 1 ,s I 6/29/98 11 :24 :50 am Two Rivers Engineering page 1 f Smithway Co. Inc . Site Improvements Phase 10 Basin Data rr 100 Year Storm BASIN SUMMARY CBASIN ID: PH1Gr100 NAME: Phase 1 Gravel Area 100 Yr. St SBUH METHODOLOGY TOTAL AREA. . . . . . . : 1 .35 Acres BASEFLOWS : 0 . 00 cfs ! RAINFALL TYPE. . . . : TYPEIA PERV IMP ! PRECIPITATION. . . . : 3 .90 inches AREA. . : 0 . 07 Acres 1 .28 Acres TIME INTERVAL. . . . : 15 . 00 min CN. . . . : 78 . 00 76 . 00 (' TC. . . . : 3 . 94 min 2 . 61 min I ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 5 . 00 ns : 0 .1500 p2yr: 1 . 80 s: 0 . 0010 impTCReach - Sheet L: 100 . 00 ns : 0 . 0110 p2yr: 1 .20 s : 0 . 0100 [ PEAK RATE: 0 .48 cfs VOL: 0 .19 Ac-ft TIME: 480 min BASIN ID: PH1rf100 NAME: Phase 10 Building Roof 100 Yr I SBUH METHODOLOGY l TOTAL AREA. . . . . . . : 0 .49 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPEIA PERV IMP PRECIPITATION. . .: : 3 .90 inches AREA. . : 0 . 03 Acres 0 .47 Acres f TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 78 . 00 98 . 00 TC. . . . . 3 . 94 min 0 . 95 min fff ABSTRACTION COEFF: 0-.20 I TCReach - Sheet L: -5 . 00 ns : 0 . 1500 p2yr: 1 . 80 s : 0 . 0010 ` impTCReach - Sheet L: 60 . 00 ns : 0 . 0110 p2yr: 1 . 80 s: 0 .2500 impTCReach - Channel L: 100 . 00 kc:42 . 00 s : 0 . 0050 PEAK RATE: 0 .40 Cfs VOL: 0 . 15 Ac-ft TIME: 470 min [ L L I I 6/29/98 11: 10 :11 am Two Rivers Engineering page 1 Smithway Co. Inc . Site Improvements Phase 1 & 3 Infiltration Basins 1, 000 sf & 1, 250 sf Roof/ Gravel Areas --------------------------------------------------------------------- --------------------------------------------------------------------- STAGE STORAGE TABLE CUSTOM STORAGE ID No. PhlGal.2 Description: Phase 1 gravel Area 1250 sf STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGS <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---ef--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 94.00 0.0000 0.0000 95.10 453.30 0.0104 96.20 907.20 0.0208 97.30 1360 0.0312 C 94.10 3.0000 0.0001 95.20 494.60 0.0114 96.30 948.30 0.0218 97.40 1401 0.0322 94.20 79.313 0.0018 95.30 535.90 0.0123 96.40 989.40 0.0227 97.50 1442 0.0331 94.30 120.90 0.0028 95.40 577.20 0.0133 96.50 1030 0.0237 97.60 1483 0.0340 94.40 162.48 0.0037 95.50 618.50 0.0142 96.60 1072 0.0246 97.70 1524 0.0350 94.50 204.07 0.0047 95.60 659.80 0.0151 96.70 1113 0.0255 97.80 1566 0.0359 94.60 245.66 0.0056 95.70 701.10 0.0161 96.80 1154 0.0265 97.90 1607 0.0369 94.70 287.24 0.0066 ,.95.80 742.40 0.0170 96.90 1195 0.0274 98.00 1648 0.0378 94.80 328.83 0.0075 95.90 783.70 0.0180 97.00 1236 0.0284 98.00 1648 0.0378 94.90 370.41 0.0085 96.00 825.00 0.0189 97.10 1277 0.0293 95.00 412.00 0.0095 96.10 "6.10 0.0199 97.20 1318 0.0303 f L l_ L L L L � z i V 6/29/98 11 : 10 :11 am Two Rivers Engineering page 2 Smithway Co. Inc. Site Improvements Phase 1 & 3 Infiltration Basins 1, 000 sf & 1, 250 sf Roof/ Gravel Areas --------------------------------------------------------------------- --------------------------------------------------------------------- STAGE STORAGE TABLE CUSTOM STORAGE ID No. Ph1Rf10 Description: Phase 1& 3 Roof 1, 000sf STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGS <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --AC-Ft- (ft) ---cf--- --AC-Ft- (ft) ---cf--- --Ac-Ft- 94.00 0.0000 0.0000 95.10 363.00 0.0083 96.20 726.00 0.0167 97.30 1059 0.0243 94.10 3.0000 0.0001 95.20 396.00 0.0091 96.30 759.00 0.0174 97.40 1082 0.0248 94.20 63.576 0.0015 95.30 429.00 0.0098 96.40 792.00 0.0182 97.50 1105 0.0254 94.30 96.879 0.0022 95.40 462.00 0.0106 96.50 825.00 0.0189 97.60 1128 0.0259 y 94.40 130.18 0.0030 95.50 495.00 0.0114 96.60 858.00 0.0197 97.70 1151 0.0264 94.50 163.48 0.0038 95.60 5Z8.00 0.0121 96.70 891.00 0.0205 97.80 1174 0.0270 94.60 196.79 0.0045 95.70 561.00 0.0129 96.80 924.00 0.0212 97.90 1197 0.0275 . 94.70 230.09 0.0053 ''95.80 594.00 0.0136 96.90 957.00 0.0220 98.00 1220 0.0280 94.80 263.39 0.0060 95.90 627.00 0.0144 97.00 990.00 0.0227 98.00 1220 0.0280 94.90 296.70 0.0068 96.00 660.00 0.0152 97.10 1013 0.0233 95.00 330.00 0.0076 96.10 693.00 0.0159 97.20 1036 0.0238 f L L - L 13 i I� r.. Iw (' 6/29/98 11 : 11 :41 am Two Rivers Engineering page 2 I Smithway Co. Inc. Site Improvements Phase 1&3 Infiltration Discharge@0 . 092/K r� 1, 000-sf_&_1, 250-sf-Roof/-Gravel-Areas ------------------------------- I! STAGE DISCHARGE TABLE I DISCHARGE LIST ID No. Ph1Gr12K Description: Phase 1 Gravel 1250 sf Inf . STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfa-- ------- (ft) ---cfa-- ------- (ft) ---cfa-- ------- (ft) ---cfa-- ------- 94.00 0.0000 95.00 0.1170 96.10 0.1181 97.20 0.1192 94.01 0.1160 95.10 0.1171 96.20 0.1182 97.30 0.1193 (I 94.10 0.1161 95.20 0.1172 96.30 0.1183 97.40 0.1194 94.20 0.1162 95.30 0.1173 96.40 0.1184 97.50 0.1195 94.30 0.1163 9S.40 0.1174 96.50 0.1185 97.60 0.1196 94.40 0.1164 9S.50 0.1175 96.60 0.1186 97.70 0.1197 94.50 0.1165 95.60 0.1176 96.70 0.1187 97.80 0.1198 I 94.60 0.1166 ,-95.70 0.1177 96.80 0.1188 97.90 0.1199 94.70 0.1167 95.80 0.1178 96.90 0.1189 98.00 0.1200 94.80 0.1168 95.90 0.1179 97.00 0.1190 98.00 0.1200 94.90 0.1169 96.00 0.1180 97.10 0.1191 l l L-- 1 . l� �y L L i i I I I F 6/29/98 11: 11 :41 am Two Rivers Engineering page 1 Smithway Co. Inc. Site Improvements Phase 1&3 Infiltration Discharge@0 . 092/K r- 1, 000-sf_&-1, 250_sf-Roof/-Gravel_Areas --_-_____r_____________________ I STAGE DISCHARGE TABLE DISCHARGE LIST ID No. Ph1&3Rf Description: Phase 1 & 3 Roof 1000sf Inf . r STAGE <--DISCHARGE- -> STAGE <--DISCHARGE----> STAGS <. -DISCHARGE- --> STAGE <--DISCHARGE---> (ft) ---cfe-- ------- (ft) ---cfe-- ------- (ft) ---cfe-- ------- (ft) ---cfe-- ------- 94.00 0.0000 95.00 0.0930 96.10 0.0941 97.20 0.0952 I 94.01 0.0920 95.10 0.0931 96.20 0.0942 97.30 0.0953 94.10 0.0921 95.20 0.0932 96.30 0.0943 97.40 0.0954 94.20 0.0922 95.30 0.0933 96.40 0.0944 97.50 0.0955 I94.30 0.0923 95.40 0.0934 96.50 0.0945 97.60 0.0956 94.40 0.0924 95.50 0.0935 96.60 0.0946 97.70 0.0957 94.50 0.0925 95.60 0.0936 96.70 0.0947 97.80 0.0958 94.60 0.0926 195.70 0.0937 96.80 0.0948 97.90 0.0959 y 94.70 0.0927 95.80 0.0938 96.90 0.0949 98.00 0.0960 ( 94.80 0.0928 95.90 0.0939 97.00 0.0950 98.00 0.0960 94.90 0.0929 96.00 0-0940 97.10 0.0951 f 1 l� l _ f . L L i i 6/29/98 11:30 :57 am Two Rivers Engineering page 1 Smithway Co. Inc. Site Improvements Phase 10 Roof & Gravel Infiltration ( 1, 000-&-1.250sf@0-092/k-100-Year_Storms LEVEL POOL TABLE SUMMARY r MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE <--------DESCRIPTION---------> (cfs) (cfe) --id- --id- <-STAGE> id VOL (cf) Phase 1 Roofs 100Yr .......... 0.00 0.40 Ph1Rf10 PhIQRf 97.41 6 1085.44 cf Phase 1 Gravel 100Yr ......... 0.00 0.4E Ph1Ga1.2 Ph1Gr12K 97.46 7 1426.21 cf r l _ L L L L L 1 t 1 G: J ■ I a LEWD Hyd No. fi_ —Hyd No. 7 iL w U 1 w 0 / q %Q f r r 6 12 18 24 30 36 42 fTime in Hours l Hyd No. . 6 Rate: 0 .10 cfs Time: 10 .33 hr Vol 0 . 15 Ac-ft Int : 10 . 00 min Hyd No. : 7 Rate: 0 .12 cfs Time: 13 . 50 hr Vol 0 .18 Ac-ft Int: 15 . 00 min 1 . �l 1 ' �� 6/29/98 3 : 7 :33 pm Two Rivers Engineering page 1 Smithway Co. Inc. Site Improvements Phase 2 Roof & Pavement Infiltration 1, 000 & 1, 500sf@0 . 092/k 100 Year Storms --------------------------------------------------------------------- --------------------------------------------------------------------- BASIN SUMMARY BASIN ID: PH2PA100 NAME: Phase 2 Parking 100 Yr. Storm SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 . 58 Acres BASEFLOWS: 0 . 00 cfs RAINFALL TYPE. . . . : TYPEIA PERV IMP PRECIPITATION. . . . : 3 . 90 inches AREA. . : 0 . 00 Acres 0 .58 Acres TIME INTERVAL. . . . : 15 . 00 min CN. . . . : 0 . 00 98 . 00 TC. . . . : 0 . 00 min 2 . 61 min ABSTRACTION COEFF: 0 .20 impTcReach - Sheet L: 100 . 00 ns : 0 . 0110 p2yr: 1. 20 s : 0 . 0100 PEAK RATE: 0 .50 cfs VOL: 0 . 17 Ac-ft TIME: 480 min BASIN ID: PH2rf100 NAME: Phase 2 Building Roof 100 Yr SBUH METHODOLOGY C TOTAL AREA. . . . . . . : 0 .44 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPE1A PERV IMP PRECIPITATION. . . . : 3 . 90 inches AREA. . : 0 . 03 Acres 0 .41 Acres TIME INTERVAL. -,,. : 10 . 00 min CN. . . . : 78 . 00 98 . 00 TC . . . . : 3 . 94 min 0 .95 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: ' 5 . 00 ns : 0 . 1500 p2yr: 1. 80 s : 0 . 0010 impTcReach - Sheet L-."- 60 . 00 ns : 0 . 0110 p2yr: 1 . 80 s : 0 . 2500 impTcReach - Channel L: 100 . 00 kc:42 . 00 s: 0 . 0050 f PEAK RATE: 0 .36 cfs VOL: 0 . 13 Ac-ft TIME: 470 min l 1 . L 1 . L C . � 8' i i I _, :� 6/29/98 3 : 7 :33 pm Two Rivers Engineering page 2 Smithway Co. Inc. Site Improvements Phase 2 Roof & Pavement Infiltration 1, 000 & 1, 500sf@0 . 092/k 100 Year Storms --------------------------------------------------------------------- --------------------------------------------------------------------- STAGE STORAGE TABLE CUSTOM STORAGE ID No. Ph2I1 .5 Description: Phase 2 Paving Area 1, 500sf STAGS <----STORAGE----> STAGS <----STORAGE----> STAGS <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 94.00 0.0000 0.0000 95.10 537.00 0.0123 96.20 1029 0.0236 97.30 1588 0.0365 94.10 3.0000 0.0001 95.20 579.00 0.0133 96.30 1086 0.0249 97.40 1623 0.0373 94.20 95.242 0.0022 95.30 621.00 0.0143 96.40 1143 0.0262 97.50 1657 0.0381 94.30 145.21 0.0033 95.40 663.00 0.0152 96.50 1200 0.0275 97.60 1692 0.0388 94.40 195.18 0.0045 95.50 705.00 0.0162 96.60 1257 0.0289 97.70 1726 0.0396 94.50 245.15 0.0056 95.60 747.00 0.0171 96.70 1314 0.0302 97.80 1761 0.0404 94.60 295.12 0.0068 95.70 789.00 0.0181 96.80 1371 0.0315 97.90 1795 0.0412 94.70 345.09 0.0079 "95.80 831.00 0.0191 96.90 1428 0.0328 98.00 1830 0.0420 94.80 395.06 0.0091 95.90 873.00 0.0200 97.00 1485 0.0341 98.00 1830 0.0420 94.90 445.03 0.0102 96.00 915.00 0.0210 97.10 1519 0.0349 I95.00 495.00 0.0114 96.10 972.00 0.0223 97.20 1554 0.0357 1 f . L L L L L f � I� I I (� 6/29/98 3 : 7 :33 pm Two Rivers Engineering page 3 Smithway Co. Inc . Site Improvements Phase 2 Roof & Pavement Infiltration 1, 000 & 1, 500sf@0 . 092/k 100 Year Storms STAGE STORAGE TABLE (� CUSTOM STORAGE ID No. Ph2Rf100 Description: Phase 2 Roof 1, 000sf STAGS <----STORAGE----> STAGS <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 94.00 0.0000 0.0000 95.10 363.00 0.0083 96.20 726.00 0.0167 97.30 1059 0.0243 94.10 3.0000 0.0001 95.20 396.00 0.0091 96.30 759.00 0.0174 97.40 1082 0.0248 94.20 63.576 0.0015 95.30 429.00 0.0098 96.40 792.00 0.0182 97.50 1105 0.0254 94.30 96.879 0.0022 95.40 462.00 0.0106 96.50 825.00 0.0189 97.60 1128 0.0259 94.40 130.18 0.0030 95.50 495.00 0.0114 96.60 858.00 0.0197 97.70 1151 0.0264 94.50 163.48 0.0038 95.60 528.00 0.0121 96.70 891.00 0.0205 97.80 1174 0.0270 94.60 196.79 0.0045 95.70 561.00 0.0129 96.80 924.00 0.0212 97.90 1197 0.0275 I 94.70 230.09 0.0053 � 95.80 594.00 0.0136 96.90 957.00 0.0220 98.00 1220 0.0280 94.80 263.39 0.0060 95.90 627.00 0.0144 97.00 990.00 0.0227 98.00 1220 0.0280 94.90 296.70 0.0068 96.00 660.00 0.0152 97.10 1013 0.0233 95.00 330.00 0.0076 96.10 693.00 0.0159 97.20 1036 0.0238 f f 1 L l_ I . L D i 6/29/98 3 : 7 :33 pm Two Rivers Engineering page 4 Smithway Co. Inc. Site Improvements Phase 2 Roof & Pavement Infiltration 1, 000 & 1, 500sf@0 . 092/k 100 Year Storms STAGE DISCHARGE TABLE DISCHARGE LIST ID No. Ph1&3Rf Description: Phase 1 & 3 Roof 1000sf Inf . STAGS <--DISCHARGE---> STAGE <--DISCHARGE---> STAGS <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfa-- ------- (ft) ---cfa-- ------- (ft) ---cfa-- ------- (ft) ---cfa-- ------- 94.00 0.0000 95.00 0.0930 96.10 0.0941 97.20 0.0952 94.01 0.0920 95.10 0.0931 96.20 0.0942 97.30 0.0953 94.10 0.0921 95.20 0.0932 96.30 0.0943 97.40 0.0954 94.20 0.0922 95.30 0.0933 96.40 0.0944 97.50 0.0955 94.30 0.0923 95.40 0.0934 96.50 0.0945 97.60 0.0956 94.40 0.0924 95.50 0.0935 96.60 0.0946 97.70 0.0957 94.50 0.0925 95.60 0.0936 96.70 0.0947 97.80 0.0958 94.60 0.0926 �y5.70 0.0937 96.80 0.0948 97.90 0.0959 94.70 0.0927 95.80 0.0938 96.90 0.0949 98.00 0.0960 94.80 0.0928 95.90 0.0939 97.00 0.0950 98.00 0.0960 94.90 0.0929 96.00 0,0940 97.10 0.0951 � I i I 6/29/98 3 : 11:59 pm Two Rivers Engineering page 1 Smithway Co. Inc. Site Improvements Phase 2 Roof & Pavement Infiltration 1, 000 & 1, 500sf@0 . 092/k 100 Year Storms STAGE DISCHARGE TABLE DISCHARGE LIST ID No. Ph2G1 .5K Description: Phase 2 Gravel 1500sf Inf . STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) ---cfs-- ------- (ft) ---cfa-- ------- (ft) ---cfa-- ------- (ft) ---cfa-- ------- 94.00 0.0000 95.00 0.1390 96.10 0.1401 97.20 0.1412 94.01 0.1380 95.10 0.1391 96.20 0.1402 97.30 0.1413 94.10 0.1381 95.20 0.1392 96.30 0.1403 97.40 0.1414 94.20 0.1382 95.30 0.1393 96.40 0.1404 97.50 0.1415 94.30 0.1383 95.40 0.1394 96.50 0.1405 97.60 0.1416 94.40 0.1384 95.50 0.1395 96.60 0.1406 97.70 0.1417 94.50 0.1385 95.60 0.1396 96.70 0.1407 97.80 0.1418 94.60 0.1386 •'-95.70 0.1397 96.80 0.1408 97.90 0.1419 94.70 0.1387 95.80 0.1398 96.90 0.1409 98.00 0.1420 94.80 0.1388 95.90 0.1399 97.00 0.1410 98.00 0.1420 94.90 0.1389 96.00 6.1400 97.10 0.1411 17 i I r- 6/29/98 3 : 7 :34 pm Two Rivers Engineering page 6 Smithway Co. Inc . Site Improvements Phase 2 Roof & Pavement Infiltration 1, 000-&-1, 500sf@0 . 092/k_100_Year-Storms ______________________________ LEVEL POOL TABLE SUMMARY NATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE <--------DESCRIPTION---------> (cfe) (cfe) --id- --id- <-STAGE> id VOL (cf) Phaee 2 Roofa�100Yr 0.00 0.36 Ph2Rf100 Phl&3Rf 96.44 9 903.81 cf Phaee 2 Parking 100Y ......... 0.00 0.50 Ph2I1.5 Ph2G1.5K 96.14 10 992.85 cf f - l l L 23 i !� i 5 Nt r TLa vA Aryl 0 a LEGEND Basin id PHZPA100 Hyd No. 10 u c M a a 3 6 9 12 15 18 21 24 27 Time in Hours f I Hyd No. : PH2PA100 I Rate: 0 .50 cfs Time: 8 . 00 hr 1- Vol 0 .17 Ac-ft Int : 15 . 00 min Hyd No. : 10 Rate: 0 . 14 cfs Time: 9 . 50 hr _ csJ f Vol 0 . 17 Ac-ft Int : 15 . 00 min Q-PM VN 0 L L L L L 0 LEGEND Basin id PHZrfIOO_ Hgd No. 9...... u c A s Il 3 6 9 12 15 18 21 29 27 ITime in Hours l l Hyd No. : PH2rf100 Rate: 0 .36 cfs Time: 7 .83 hr — i acz�?�, Vol 0 .13 AC-ft Int : 10 . 00 min Hyd No. : 9 - LTA A- � 1 I- Rate: 0 . 09 cfs Time: 9 .33 hr — r Cl�` '�a� r � '�� l Vol 0 . 13 Ac-ft Int : 10 . 00 min vSrNc" ( omo ' L L � L L L i i i 17 Il ";r 3<m ( a x I z d = 1 ,4 /'-�c-ry ca 3, 1 so as s 3� zS, c I S' 7S e.2� i f L - f - - 97 i 3_ 11.5 7S Y Cop'' C-s 2A✓c'L ?� _ _ 5-X.-4 O - N�l - !=r-N S/5 C.i. L - L L .28 1 .: f Operation and Maintenance Plan for S mithway Co. Drainage System Improvements Arlington WA for Smithway Co, Inc. Arlington, WA (360)435-6666 BY TWO RIVERS ENGINEERING Arlington, WA (360)435-8167 i i i I stems will require periodic maintenance involving The infiltration sy The infiltration basins will each have two 1 INSPECTION -d work area cleaningis basin inspection an in design is such that the basin �bottom should bevobserved in the mts.The basins are operating properly n is watertable.When the basin one well site , I t the water table occurs,his event it is s after a storm. If water is observed l only n blockage or local failure of the says Leo ri to time. If a water table is bass indicate a bloc g red at an pp p become bound uneven, it may a be investigated and repaired infiltration. recommended the are not drain,it means the basin bottom has in the basin which does move the soil fines which are restricting observed to be excavated to re veer during that process. and the area needs by an engi The basin should be inspectedr ear to _ The pavement areas should be swept tem w eh times rains. S��ded 2 MAINTENANCE Inning of the fall season and after ex remove fine sediment which will wash a he beg he drainage fse s removed before it enters should be scheduled tiri other areas'accumulated debris should periods the pipe system. required or quarterly to insure their proper laced as The treatment filters should be rep can provide this service on a . Catch basins should be inspected semi annually and cleaned function when needed contractors the catch area is 50% full or ost more' Local scheduled basis at minimal having a finite life before they mus be are must be considered as evi of the systems The infiltration basin' and new gravel installed.The longevity g truction or bottom cleaned excavated ri the of construction and maintenance. Improper based upo quality tl educe the basids useful life. maintenance can significantly L Two Rivers Engineering 2 gg-006 ` yY FAy�/r Kru"S I K ENGINEERING SMITHWAY CO., INC. MEZZANINE ADDITION 19320 63RD AVENUE ARLINGTON, WASHINGTON Structural Calculations I J.Kos woF WAsy�c ti :e 20744 CITY OF ARLINGTON BUILDING DEPARTMENT, ONAL A P P P;'1" EXPIRES ILF : C—ED ;r Project No. 98033 BWIlIILD'°1'a1C "`ZPECTOR August 4, 1998 RECEIVED AUG 6 A 1998 ■ 16300 MILL CREEK BLVD., SUITE Cr1 ■ MILL CREEk WA 98012 0 (425) 743-7004 0 (425) 743-184B Fax 0 1 SHEET: 1 DATE PROJECT NO CONSULTING STRUCTURAL•..Insums PROJECT: ,�0�7 � f�7-/�✓� .tom��-rS� � J �► SHEET: ' DATE: CONSULTING{TNY{TONAL■MCIM{{N{ PROJECT: �---` PROJECT NO: i it y. t s r SHEET: DATE: -q-qg jL PROJECT NO: CONSULTING STNUOTUSAL SMOIMGSSS PROJECT: fro I r J L ^�1 W SHEET: DATE: CONSULTING STNOOTYNAL•NOINNNN• PROJECT: ��!//�"/�� r PROJECT NO: ,G/ c,� /�/dN Gp1tir�O�io/TG 4'53A-I G L C;�-, all ale i I, SHEET: N '► DATE: OONGULTIY••TRUOT...L■..I..... PROJECT: � PROJECT NO: . /�?03 IV i - I _G SHEET: 5 DATE: y " CONSULT IN•STRUCTURAL ENO...... PROJECT: . ef PROJECT NO: W� �1J6 C ' 2 J y' �7 To G - d SHEET: DATE: ■ r Coll aULTIaa STRUCTURAL ON*'nit aa• PROJECT: � ,Cl � � PROJECT NO: ego�;2,, lie (D4 0�1 000, -lz �o f ��. - J SHEET: • Rim : DATE: y 4000ULTIOG eyoUCTY■AL PROJECT: f_.._T __7_-_ PROJECT NO w y J i rr i� � SHEET: v DATE: y a ■ t 00N/ULTIN•STRUCTURAL■NOINSUN• PROJECT: �' �✓ PROJECTNO: 167 ar I b AV V Ham-d s �I a 3 i -- - - N ' .. 4 SHEET. cI b r/ • DATE n -,4-q t ■ OONGYLTINIk•TNNOTYNAL■NNINNNNG PROJECT: ��-- - PROJECT NO 7'o Ile- eQ f af.�Jr tiN.� o �E%n�rvJ TaP G�fDTa.1� = /�o J SHEET: 1 r ' DATE: y ■ r - OOMtYLTiM�tTtYOTYtAt■Mt1�tt1 • PROJECT: PROJECT NO: ;� rJ/•�1!ram ,��r���/-= Ga'=G� U�G�� �= �. �v,�f�a�7� 100 i� 57 -7 ,�- Y / � 1� /" ° r d 6 SHEET: ' Am®r DATE: OOMBULTIMO GYRUOTUAAL■YGIAf•U• PROJECT: PROJECT NO: Zz- �.-! �, O•.moo/ ��. _ v� +�.� // 1C V • SHEET: 13 I� ~ DATE: 5 q l 0 CONSULTING GTMUCTUGAL■MOINSGMS PROJECT: l/�'/ / PROJECT NO 1 c7 , _ /Mm �j � 1 �+ ��033 Z —�+ vo's� a -4.550 N -4.800 v -3.900 -3.250 -5.750 ti -5.750 -5.750 Lo -4.350 �>1 90.& r .t .1 VisualAnalysis 3.0.c Report G �u August 4, 1998 8:12:17 am O I" Project: 9MI THWAY .,gO 2-3 File: C:\chie's stuff\SMITHWAY TRUSS.VAP Engineer: Daniel Kosnik Default Units: Feet, Kips, Degrees, 'Fahrenheit, Seconds. Member Internal Forces Member Load Case Offset Fx Fy Mz ft K K K-ft Ml Service Case 1 0.00000 0.00000 0.00000 0.00000 " 1.00000 0.00000 0.00000 0.00000 " 2.00000 0.00000 0.00000 0.00000 M4 0.00000 68.86311 -2.06530 14.34356 1.91500 68.86311 -2.06530 10.38852 " 3.83000 68.86311 -2.06530 6.43348 M7 0.00000 0.00000 0.00000 0.00000 1.00000 0.00000 0.00000 0.00000 2.00000 0.00000 0.00000 0.00000 M8 0.00000 0.00000 0.00000 0.00000 A, T " 1.00000 0.00000 0.00000 0.00000 " 2.00000 0.00000 0.00000 0.00000 M11 0.00000 -68.86 - 7623 3.09094 " 1.91500 -68.86 -0.47623 .r7895- 3.83000 -68.86 -0.47623 1.26697 M14 0.00000 0.00000 0.00000 0.00000 IL L II " 1.00000 0.00000 0.00000 0.00000 2.00000 0.00000 0.00000 0.00000 _ M16 0.00000 -0.08326 0.00000 0.00000 �_ I x �(� ��{��oW- 1.62500 -0.08326 0.00000 0.00000 V" " 3.25000 -0.08326 0.00000 0.00000 M17 0.00000 31.77 0.00000 0.00000 " 2.89479 77 0.00000 0.00000 " 5.68959 7 0. 00 0.00000 M18 0.00000 17.95586 0.00000--0`00000 1.62500 17.95586 0.00000 0.000 IL 000 .95586 0.00000 0.000 00 M19 0.00000 3.25000 17-27.17 0.00000 0_0000 " 3.26336 -27.17 00 0.00000 G " 6.52672 -2 .17 0.00000 0.00000J��/UL� D( M20 0.00000 13.77909 0.00000 0.00000 1.62500 13.77909 0.00000 0.00000r���l�f�!L ���, 3.25000 13.77909 0.00000 0.00000 M21 0.00000 -17.43 0.00000 0.00000 " 3.26770 -17.43 0.00000 0.00000 " 6.53540 -17.43 0.00000 0.00000 M22 0.00000 8.50945 0.00000 0.00000 1.62500 8.50945 0.00000 0.00000 " 3.25000 8.50945 0.00000 0.00000 M23 0.00000 -4.73206 0.00000 0.00000 " 3.26770 -4.73206 0.00000 0.00000 " 6.53540 -4.73206 0.00000 0.00000 M24 0.00000 3.01097 0.00000 0.00000 1.62500 3.01097 0.00000 0.00000 3.25000 3.01097 0.00000 0.00000 M25 0.00000 5.88600 0.00000 0.00000 " 1.62500 5.88600 0.00000 0.00000 3.25000 5.88600 0.00000 0.00000 M26 0.00000 -12.74 0.00000 0.00000 3.19423 -12.74 0.00000 0.00000 " 6.38847 -12.74 0.00000 0.00000 M27 0.00000 9.45275 0.00000 0.00000 " 1.62500 9.45275 0.00000 0.00000 " 3.25000 9.45275 0.00000 0.00000 M28 0.00000 -18.27 0.00000 0.00000 " 3.19423 -18.27 0.00000 0.00000 6.38847 -18.27 0.00000 0.00000 M29 0.00000 13.48020 0.00000 0.00000 " 1.62500 13.48020 0.00000 0.00000 J, 3.25000 13.48020 0.00000 0.00000 heG f- Io M30 0.00000 -25.91 0.00000 0.00000 , 1 3.19423 -25.91 0.00000 0.00000 Sr L� -qgl 6.38847 -25.91 0.00000 0.00000 0 2 M31 0.00000 18.06039 0.00000 0.00000 ng D3 3 1.62500 18.06039 0.00000 0.00000 / " 3.25000 18.06039 0.00000 0.00000 M32 0.00000 -27.10 0.00000 0.00000 " 2.38812 -27.10 0.00000 0.00000 " 4.77624 -27.10 0.00000 0.00000 M33 0.00000 0.04102 0.00000 0.00000 " 1.62500 0.04102 0.00000 0.00000 " 3.25000 0.04102 0.00000 0.00000 M36 0.00000 26.07323 0.83003 0.00000 " 2.33500 26.07323 0.83003 1.93812 " 4.67000 26.07323 0.83003 3.87623 M37 0.00000 49.63527 0.90644 3.87623 " 2.83000 49.63527 0.90644 6.44147 " 5.66000 49.63527 0.90644 9.00670 M38 0.00000 64.75765 0.26751 9.00670 " 2.83500 64.75765 0.26751 9.76508 " 5.67000 64.75765 0.26751 10.52347 M39 0.00000 68.86311 0.67374 10.52347 2.83500 68.86311 0.67374 12.43351 l� 5.67000 68.86311 0.67374 14.34356 S x I M40 0.00000 68.86311 0.57070 6.43348 ' n f " 2.75000 68.86311 0.57070 8.00291 l/�• �+ " 5.50000 68.86311 0.57070 9.57235 M41 0.00000 57.89607 -0.35706 9.57235 2.75000 57.89607 -0.35706 8.59043 r - " 5.50000 57.89607 -0.35706 7.60851 M42 0.00000 42.16369 -0.97327 7.60851 5 2.75000 42.16369 -0.97327 4.93202 I , co J� q �- " 5.50000 42.16369 -0.97327 2.25554 M43 0.00000 19.85642 -0.64444 2.25554 " 1.75000 19.85642 -0.64444 1.12777 " 3.50000 19.85642 -0.64444 0.00000 M44 0.00000 0.00000 0.08326 0.00000 " 2.33500 0.00000 0.08326 0.19442 4.67000 0.00000 0.08326 0.38884 M45 0.00000 -26.07 0.27259 0.38884 " 2.83000 -26.07 0.27259 1.16026 " 5.66000 -26.07 0.27259 1.93168 M46 0.00000 -49.64 0.02294 1.93168 " 2.83500 -49.64 0.02294 1.99670 " 5.67000 -49.64 0.02294 2.06172 M47 0.00000 -64.76 0.18152 2.06172 " 2.83500 -64.76 0.18152 2.57633 " 5.67000 -64.76 0.18152 3.09094 M48 0.00000 -57.90 0.11829 1.26697 " 2.75000 -57.90 0.11829 1.59226 " 5:50000 -57.90 0.11829 1.91756 M49 0.00000 -42.16 -0.03806 1.91756 " 2.75000 -42.16 -0.03806 1.81290 " 5.50000 -42.16 -0.03806 1.70825 M50 0.00000 -19.86 -0.33669 1.70825 2.75000 -19.86 -0.33669 0.78234 " 5.50000 -19.86 -0.33669 -0.14357 M51 0.00000 0.00000 0.04102 -0.14357 " 1.75000 0.00000 0.04102 -0.07178 3.50000 0.00000 0.04102 0.00000 Member Local Displacements Member Load Case Offset Dx Dy Span/Dy ft ft ft M1 Service Case 1 0.00000 0.00000 0.00834 239.76 " 1.00000 0.00000 0.00417 479.52 " 2.00000 0.00000 0.00000 < -2000 M4 0.00000 0.00523 -0.05807 -65.95 3.83000 0.00642 -0.05598 -68.41 t 17 M7 0.00000 0.01092 0.00000 < -2000 rle� 1.00000 0.01092 0.00395 506.74 c, 2.00000 0.01092 0.00789 253.37 D `7 M8 0.00000 0.01066 0.00801 249.73 2 2 " 1.00000 0.01066 0.00400 499.64 D 3 3 " 2.00000 0.01066 0.00000 < -2000 M11 0.00000 0.00598 -0.05797 -66.06 " 1.91500 0.00520 -0.05736 -66.77 " 3.83000 0.00443 -0.05579 -68.65 M14 0.00000 0.00056 0.00000 > 2000 " 1.00000 0.00056 0.00374 535.42 " 2.00000 0.00056 0.00747 267.76 M16 0.00000 0.00000 0.00000 < -2000 1.62500 0.00000 -0.00533 -609.99 3.25000 0.00000 -0.01066 -304.99 M17 0.00000 0.00000 0.00000 < -2000 2.84479 -0.00092 -0.01065 -534.13 " 5.68959 -0.00184 -0.02130 -267.06 M18 0.00000 -0.01914 -0.00055 < -2000 1.62500 -0.01884 -0.00560 -580.11 " 3.25000 -0.01854 -0.01066 -304.99 M19 0.00000 -0.00905 -0.01687 -386.95 " 3.26336 -0.00996 -0.02772 -235.45 " 6.52672 -0.01086 -0.03857 -169.20 M20 0.00000 -0.03932 -0.00182 -1790.46 " " 1.62500 -0.03909 -0.00580 -560.14 It " 3.25000 -0.03886 -0.00979 -332.00 M21 0.00000 -0.01798 -0.03501 -186.65 " " 3.26770 -0.01856 -0.04238 -154.20 It " 6.53540 -0.01914 -0.04975 -131.36 M22 0.00000 -0.05296 -0.00347 -936.53 " 1.62500 -0.05282 -0.00580 -560.05 3.25000 -0.05268 -0.00814 -399.47 M23 0.00000 -0.02333 -0.04768 -137.08 " 3.26770 -0.02349 -0..05047 -129.48 " 6.53540 -0.02364 -0.05327 -122.68 M24 0.00000 -0.05807 -0.00523 -621.39 " 1.62500 -0.05802 -0.00560 -579.89 " 3.25000 -0.05797 -0.00598 -543.59 M25 0.00000 -0.05598 -0.00642 -506.30 " 1.62500 -0.05588 -0.00542 -599.16 " 3.25000 -0.05579 -0.00443 -733.72 M26 0.00000 0.03219 -0.04577 -139.56 " 3.19423 0.03178 -0.04144 -154.17 " 6.38847 0.03136 -0.03710 -172.18 M27 0.00000 -0.04790 -0.00813 -399.94 " 1.62500 -0.04774 -0.00534 -608.32 " 3.25000 -0.04759 -0.00256 -1270.08 M28 0.00000 0.02641 -0.03967 -161.06 3.19423 0.02582 -0.03178 -201.05 " 6.38847 0.02522 -0.02388 -267.47 M29 0.00000 -0.03339 -0.00956 -339.90 " 1.62500 -0.03317 -0.00538 -604.19 " 3.25000 -0.03295 -0.00120 < -2000 M30 0.00000 0.01779 -0.02776 -230.17 " 3.19423 0.01695 -0.01708 -374.08 " 6.38847 0.01610 -0.00640 -998.19 M31 0.00000 -0.01370 -0.01061 -306.40 " 1.62500 -0.01340 -0.00558 -582.33 " 3.25000 -0.01310 -0.00056 < -2000 M32 0.00000 0.00932 -0.00922 -517.81 " 2.38812 0.00866 -0.00090 < -2000 " 4.77624 0.00800 0.00743 642.77 M33 0.00000 0.00000 -0.01092 -297.61 " 1.62500 0.00000 -0.00574 -566.44 " 3.25000 0.00000 -0.00056 < -2000 M36 0.00000 0.00000 0.00000 < -2000 2.33500 0.00027 -0.00970 -481.64 4.67000 0.00055 -0.01914 -244.06 M37 0.00000 0.00055 -0.01914 -295.79 " 2.83000 0.00118 -0.02985 -189.59 " 5.66000 0.00182 -0.03932 -143.96 r 2.83500 0.00264 -0.04710 -120.39 C 5.67000 0.00347 -0.05296 -107.06 M39 0.00000 0.00347 -0.05296 -107.06 3 3 " 2.83500 0.00435 -0.05673 -99.94 5.67000 0.00523 -0.05807�7.63 II M40 0.00000 0.00642 -0.05598 -98.25�- 2.75000 0.00727 -0.05268 -104.41 5.50000 0.00813 -0.04790 -114.83 M41 0.00000 0.00813 -0.04790 -114.83 " 2.75000 0.00884 -0.04144 -132.73 5.50000 0.00956 -0.03339 -164.70 M42 0.00000 0.00956 -0.03339 -164.70 " 2.75000 0.01008 -0.02400 -229.15 5.50000 0.01061 -0.01370 -401.41 M43 0.00000 0.01061 -0.01370 -255.44 1.75000 0.01076 -0.00689 -507.77 3.50000 0.01092 0.00000 < -2000 M44 0.00000 0.01066 0.00000 < -2000 " 2.33500 0.01066 -0.00933 -500.28 " 4.67000 0.01066 -0.01854 -251.89 M45 0.00000 0.01066 -0.01854 -305.29 2.83000 0.01022 -0.02926 -193.46 5.66000 0.00979 -0.03886 -145.65 M46 0.00000 0.00979 -0.03886 -145.91 " 2.83500 0.00896 -0.04673 -121.33 " 5.67000 0.00814 -0.05268 -107.63 M47 0.00000 0.00814 -0.05268 -107.63 " 2.83500 0.00706 -0.05657 -100.23 " 5.67000 0.00598 -0.05797 -97.80 M48 0.00000 0.00443 -0.05579 -98.59 " 2.75000 0.00349 -0.05241 -104.95 " 5.50000 0.00256 -0.04759 -115.58 M49 0.00000 0.00256 -0.04759 -115.58 2.75000 0.00188 -0.04109 -133.86 " 5.50000 0.00120 -0.03295 -166.94 M50 " 0.00000 0.00120 -0'.03295 -166.94 2.75000 0.00088 -0.02338 -235.25 " 5.50000 0.00056 -0.01310 -419.76 M51 0.00000 0.00056 -0.01310 -267.12 " 1.75000 0.00056 -0.00654 -535.37 3.50000 0.00056 0.00000 > 2000 SHEET: DATE: -q. 6 CONSULTING STGUCTUNAL■MOINS N PROJECT: PROJECT NO G -- 0 O75, � MTV FRM Cf L/ M-1001 �-- _ - w ° GM � o� � SHEET: 7,0 DATE: 8 y 18 r CON GULTING Sr NNOru NAL NWOOMN800 PROJECT: PROJECT NO: I �� 41 N GFl- Kl- r-lol n lkNd WAIF I . U I)Igo F7ml,'r f-�c--v - ,��» /I- Nr ,�.f�M� 0 N II% bt,�?Tpl ov tlod SHEET: c� - DATE: [1- ■ r CONSULTING STNUOTUNAL SNGINSSNA PROJECT: //"�� �f PROJECT NO: FG If 2 16vp AIN "u M y , SHEET: ■ DATE: CON•ULTING STNYaTYMAL ONGIUMSM• PROJECT: %' PROJECT NO Fob I►� ��� I��� SHEET. 3 C DATE: CON/ULTINOUTIIUOTUN/ILENOINNAM4 PROJECT: PROJECTNO: 1�1117- -wve Ira- D /I 1 fit' --� � �cX�✓ w .�� CITY OF ARLINGTON Building Department PLANNING AND ZONING REVIEW I. ZONING COMPLIANCE: A. Zone Classification 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. Front 2. Side 3. Rear F. Height limitations, Maximum. G. Landscaping and plan required: Yes No H. Parking: 1. Off street parking required: Yes No 2. Plan provided: Yes No 3. Adequate parking provided: Yes No II. LOT COVERAGE: A. Allowed: More/Less Shown: Approved DETERN-UNATION OF S.E.P.A. CATEGORICAL EXEMPTION Action/ Application Title: SFR Brief Description Of Action: EXEMPT Code reference allowing exemption: W.A.C.197-11-800 l(b) Person making determination: Date: 'I' BLT1Y )u,TG PERMIT -PPi,ICz1 A.,iN C c�IST RES & DUPLEX C0NJM & Ili-D A PL.IC A LION - P-PL ICATION = PLAN = PLAY ARCZ DRAWINGS ARCS. DRAWIi'GS STRUCT DRAWINGS =UCT DRA WLtiGS r EGAL DESCl=. GN L.Z GAL DES ON EtiJRGY C4L.CS , Y CAI.CS STORM DRAJNA GE MR.M DRA TA Sr.PTIC TAzNg DESIGN SSA CEE�F U=.liY DRA-9UNGS =,.UCT CALCS Tnres ( 3 ) copies of eacEi an, requir= Faur c cgies or e-wh ire rec_nire.°i for anuEcation for aralioadon ZONING =A=_ USE LOT COVEEAGE SIDE Name: Project Type: 0 Date 8.....- -�ved DIS'IRIBZ =.LJR= DISTRIBL='ED RETUF Public Way Ez,4neei�ng Fire Dent Iaan Fens Date r,-=ed for moons Date resubmitted witfi can-ec:ions Date ready to issue: Dare issued: $ufld\formskfs=kL% :� ,~� I .: t City of Arlington Building Dep FIRE DEPARTMENT CHECKL.I-QT U PERMIT # � � DATE: 3- NAME: �rr rn I T- I-� 1.� 141�� Cc) ADDRESS: 13 (!.' 0 t t U � _LEGAL: 1531 oG r 4 -0 2,- 04 BUILDING USE: CUFF I < _r--- OCCUPANCY CLASSIFICATION: A B E F H 1 1 2 12.113 ] 4 1 1 2 3 1 1 2 1 1 2 1 3 1 4 5 1 6 1 7 I M R S U 1.1 1.2F2T3 1 1 3 1 1 2 1 3 1 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 Signature &Date: Site Plan: Approved Denied 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: igmture BuildTbrTn\fdchecklist ` I "Inmi iam pal t %I Ivol • I Tarr - I x Heim mw im I ■VIr - ++- IN WOOL - - — or Ir 4 1 1116 zo ■ — - T ■ ON. - _ ■ ■ F ■ r L ' � I m OIL _ 1 1 III * ima1 ■ ■■ I 111 mining Jul - 1 1 i I'A l ra 1 I ■ 1T 1 a 1 m o ■1 T�� ■ 1 f� 1�� �1 I1-0 1 — IN ■ ■tii 1 ■■s1uT ro1] s,r MOMEni1 111 ■ 7 oil - - - - — - :Ir ' o l 41' 'MIN mom 6 - - - — - - ■w 11i goli■I.■■J61 L ■ IN oft L�;d sm in mom mi - — - - 11 ■ - - - — - - — — - 1 1 jp w ■ N mom V � ■ 1 ■ ■ IN 1■I + f 1 -I r..1� J City of Arlington Building Dep I © PUBLIC WORKS DEPARTMENT CHECKLIST r1� Oro V n 6 -- PERMIT # 61 � -'_3 DATE ACCOUNT # NAME: ::S yd k1-1A 11� _ ce ADDRESS: I �y� R 1 ��: LEGAL: 5 3 14 5-�{ ' Z'Uc�0� BUILDING USE: ® F F C.C-_' # 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 BuildTbnns\u-check i 1���i IN Lr1 L L 1u pis-110[ , "a ■�(fiUi�h �� � �I � �T' �I� II 1 ' I ■.ui. q _ AU ■ I if — — — — --If w l iilii 1 I Ti 1 Tip■ moo . --b rri m_ ■ MUM II W LA 11■Y I I r i ■ IN L ti LI MUM I .w i r■ 1O i'P IN 1 1 _ I ..l■ rnil a 'TA III IN •1 1 1I1 .R ■� —lops j 1 k1 1 1 1 1 , City of Arlington Building Dep PUBLIC' HECKLIST ID r PERMIT # DATE ; ACCOUNT # NAME: `-°�'fYl. ,�.. 10-K 1.1 C1 `) ADDRESS: LEGAL: 15 3 12 'OtX)`'° BUILDING USE: # OF BUILDING UNITS: TOTAL ERU DESIGN UNITS: Item is inspected and complete Existing Required SIGNATURE: Date WATER METER REQUIRED: HEALTH DEPT. APPROVAL: SIDE SEWER PERMIT REQUIRED: v GARBAGE CONTAINER PAD: CROSS-CONNECTION CONTROL: BACKWATER VALVE: fJ IA SEWER REQUIRED: Off site wA7va 0, On site CURBS: Off site On site SIDE WALK: Off site On site PAVING: Off site On site R E G E „E STORM DRAINAGE: Off site AUG 21 On site 1998 CITY OF ARLINGTON PRETREATMENT DISCHARGE PERMIT: YES NO / ` WATER/SEWER FEES PAID: YES NO* I S Il NG 3 LDG S M H ST � �� -y-o Build\fomms\u-check G`• Fc�Til RE P+rp s E w 1 LL Rr?u eE �o rn Q rjA- F-j ae P 2o�Zj� I . � ., _� - �- � ! J -, � - 1 a � � �� , , �. � ' . � � � - � . .� , i� _ ', , WATER DEPARTMENT MEMORANDUM TO: Smithway Co., Inc. FROM: Karen Latimer SUB7: Cross-Connection Control Review Building Permit#98-3228 DATE: August 21, 1998 I have completed my review of the drawings submitted with building permit#98-3228. Listed below are my comments. 1. Will restrooms be installed in the improvement area? 2. Complete and return the Cross-Connection Control Survey and Industrial/Commercial Waste Discharge Permit application. Fill out the forms for both the improvement area and existing structure. I can be contacted at(360) 435-3811 if you have any questions. �_ ' a City of Arlington Building Dep FIRE DEPARTMENT CHECKL.i—i PERMIT# �'— DATE: <3— t. —9 G NAME: : Dl 11-VI l )A I C, 0 ADDRESS: I`1 �� ('�✓ �( n�t_ LEGAL: I S310 t�; — —Q 12 . (':Y f)q BUILDING USE: Off'F 1 f lr OCCUPANCY CLASSIFICATION: A B E F H Fl-12 12.113 1 4 1 1 1 2 1 3 1 2 1 1 2 1 3 1 4 5 1-6 7 I M R S U 1.1 1.2 1 2 1 3 1 3 1 =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: -r 'r,-t y Alarm system: A A) I Knox Box: ,V y Fire extinquishers: i Hydrant: # of hydrants required: 1�'i'/it.'� Location of Hydrant: r Location of Knox Box: Location of Fire Extinquishers: AUG 2 1 1998 Fire Flow requirements: CITY OF ARLINGTON Location of address on building: FIRE DEPT: /' Date: Sigzmwre 10, Build\form\fdchecklist i � � i I � _ - - _ - = _ 1 i KOSNIK ENGINEERING SMITHWAY CO., INC. MEZZANINE ADDITION 19320 63RD AVENUE ARLINGTON, WASHINGTON Structural Calculations L J. Kps, NNAsH i/ .q �^20144 �G1SI'E4 �ONALG E�(P1RES Project No. 98033 August 4, 1998 g f3 RECEIVED AUG 6 A 1998 CITY OF AR.ING" ■ 16300 MILL CREEK BLVD., SUITE G-1 ■ MILL CREEK, WA 98012 ■ (425) 743-7004 0 (425) 743-1848 Fax 0 I _ r ' r i SHEET ` DATE r , OOMOYLTIMO ITMOOTYMAL /MOIM•{MA PROJECT: PROJECT NO : ef i i i i r 4 7 1 r , SHEET t DATE : o ON�YLTI N�Sr OYCru OAL GNSIMEMNS PROJECT: `--l'l G/G(�i°'Y", PROJECT NO `J f i Ii I SHEET lot DATE o , 00MGULT1114 MTMYOTUAAL .M.1...M. PROJECT: �,�I�'�L{�/ PROJECT NO . ' I do �y i L Q II � � a �, I SHEET t DATE: OONGULTINGGTRUCTURALuSIwNu• PROJECT: /�I�/'�1�✓� �� PROJECT NO: So I l I 07 ��PL fn�� Goa•-►G• �/�-G L� c(�-�'�' � �(�^ —r 7.J'�'f�-/d tl d 1 SHEET C DATE i n OOMOULTIM41 STMMCTUMAL■MGIMf{MG PROJECT: -Q� �[, { PROJECT NO: B 2 45,13 1 I i I I Ra14 f 6-0�5 fs h SHEET DATE OOMAYLTING STRUCTURAL/MAINKONG PROJECT: ���' � �✓/ PROJECT NO: V O I 7 I I i I `I I i 1 i f i eSHEET �r DATE ' 06MOULTING•TOYO►UNAL■NGIMME0• PROJECT: � I,/c PROJECT NO: ? > > i /-SO I �r /-So 41 SHEET 7 DATE ■ r 06Y/YLT1164/TIIY01YwAL/YSIwRE11/ PROJECT: �M�t�fc —�' PROJECT NO: C�J Y � f NV y 4, vol J SHEET tt DATE COMSULTIMS STRUCTURAL 8Mt1MSSRS PROJECT: MA LP, "- ' PROJECT NO: 41 i 4 i i I I 7 is a%C� P�//srti /4-1 7' TS i ON I f n---j I j s: La �I 1 0� of Q N i SHEET 1 DATE OOM/YLTIM•ATAYOTYIIAL RUGINamal PROJECT: r;�f/jlf' PROJECT NO:�� >� of 7 s.ci-4�r-s/s i i 9 lot I I 0 ! -8s T 7'4 ' SHEET t DATE OONGULT1116 STOYOTU•AL KMOIN6908 PROJECT. —-- 'f 'v �/�/ �' PROJECT NO: i 1 19L� 3iZ % -t-- 100 �� �- F 7 73. c J / I ✓� x T ���� �-7 SHEET @ DATE _ r CONSULTING STRUCTURAL AMOIIItA11• PROJECT: ����i!/�'^y�,/ PROJECT NO : i 1 y W Gr2d .v r=v 776 /ems --= SHEET C DATE OOMMYLTIMO STRUCTURAL EMOIMMMIIM PROJECT: �/l�'�Ty✓� PROJECT NO: I 1 I I i i /7 ��033 Z -4.550 -4.900 o -3.900 -3.250 -5.750 �i. -5.750 -5.750 -4.350 90'6L �W I VisualAnalysis 3.0.c Report August 4, 1998 8:12:17 am Project: 3MITHWAY File: C:\chie's stuff\SMITHWAY TRUSS.VAP 1' U-J, Engineer: Daniel Kosnik Default Units: Feet, Kips, Degrees, *Fahrenheit, Seconds. Member Internal Forces Member Load Case Offset Fa Fy Mz ft K K K-ft M1 Service Case 1 0.00000 0.00000 0.00000 0.00000 " 1.00000 0.00000 0.00000 0.00000 " 2.00000 0.00000 0.00000 0.00000 M4 0.00000 68.86311 -2.06530 14.34356 " 1.91500 68.86311 -2.06530 10.38852 It " 3.83000 68.86311 -2.06530 6.43348 M7 0.00000 0.00000 0.00000 0.00000 pr 1.00000 0.00000 0.00000 0.00000 if ,• 2.00000 0.00000 0.00000 0.00000 WI � 11 AA M8 0.00000 0.00000 0.00000 0.00000 11 1.00000 0.00000 0.00000 0.00000 M � " 2.00000 0.00000 0.00000 0.00000 Mil 0.00000 -68.86 - 7623 3.09094 ' G')� el " 1.91500 -68.86 -0.47623 95-� C J " " 3.83000 -68.86 -0.47623 1.26697 M14 0.00000 0.00000 0.00000 0.00000 1.00000 0.00000 0.00000 0.00000 IL 2.00000 0.00000 0.00000 0.00000 M16 0.00000 -0.08326 0.00000 0.00000 / X Z G � " 1.62500 -0.08326 0.00000 0.00000 ll� f1LI GW 3.25000 -0.08326 0.00000 0.00000 M17 0.00000 31.77 0.00000 0.00000 2.84479 77__0.00000 0.00000 " 5.68959 O:U0000 0.00000 M18 0.00000 17.95586 0.00000--�0`00000 1.62500 17.95586 0.00000 0.00000 3.25000 M19 0.00000 17.27517 0.00000 0.00000 0--00000 �� 3.26336 -27. 17 000 0.00000 6.52672 -27.17 0.00000 0.00000 M20 0.00000 13.77909 0.00000 0.00000 " 1.62500 13.77909 0.00000 0.00000 ���/����`� ���, 3.25000 13.77909 0.00000 0.00000 M21 " 0.00000 -17.43 0.00000 0.00000 3.26770 -17.43 0.00000 0.00000 6.53540 -17.43 0.00000 0.00000 M22 0.00000 8.50945 0.00000 0.00000 " 1.62500 8.50945 0.00000 0.00000 " 3.25000 8.50945 0.00000 0.00000 M23 0.00000 -4.73206 0.00000 0.00000 " 3.26770 -4.73206 0.00000 0.00000 6.53540 -4.73206 0.00000 0.00000 M24 0.00000 3.01097 0.00000 0.00000 " 1.62500 3.01097 0.00000 0.00000 " 3.25000 3.01097 0.00000 0.00000 M25 0.00000 5.88600 0.00000 0.00000 " 1.62500 5.88600 0.00000 0.00000 " 3.25000 5.88600 0.00000 0.00000 M26 0.00000 -12.74 0.00000 0.00000 3.19423 -12.74 0.00000 0.00000 6.38847 -12.74 0.00000 0.00000 M27 0.00000 9.45275 0.00000 0.00000 " 1.62500 9.45275 0.00000 0.00000 " 3.25000 9.45275 0.00000 0.00000 M28 0.00000 -18.27 0.00000 0.00000 " " 3.19423 -18.27 0.00000 0.00000 it 6.38847 -18.27 0.00000 0.00000 M29 0.00000 13.48020 0.00000 0.00000 " 1.62500 13.48020 0.00000 0.00000 � 3.25000 13.48020 0.00000 0.00000 W M30 0.00000 -25.91 0.00000 0.00000 ✓ / ,'- 3.19423 -25.91 0.00000 0.00000 " 6.38847 -25.91 0.00000 0.00000 U M31 0.00000 18.06039 0.00000 0.00000 1.62500 18.06039 0.00000 0.00000 " 3.25000 18.06039 0.00000 0.00000 M32 0.00000 -27.10 0.00000 0.00000 " 2.38812 -27.10 0.00000 0.00000 4.77624 -27.10 0.00000 0.00000 M33 0.00000 0.04102 0.00000 0.00000 " 1.62500 0.04102 0.00000 0.00000 " 3.25000 0.04102 0.00000 0.00000 M36 0.00000 26.07323 0.83003 0.00000 " 2.33500 26.07323 0.83003 1.93812 " 4.67000 26.07323 0.83003 3.87623 M37 0.00000 49.63527 0.90644 3.87623 2.83000 49.63527 0.90644 6.44147 " 5.66000 49.63527 0.90644 9.00670 M38 0.00000 64.75765 0.26751 9.00670 " 2.83500 64.75765 0.26751 9.76508 " 5.67000 64.75765 0.26751 10.52347 M39 0.00000 68.86311 0.67374 10.52347 " 2.83500 68.86311 0.67374 12.43351 " 5.67000 68.86311 0.67374 14.34356 M40 0.00000 68.86311 0.57070 6.43348 " 2.75000 68.86311 0.57070 8.00291 �� • lO %�) " 5.50000 68.86311 0.57070 9.57235 M41 0.00000 57.89607 -0.35706 9.57235 2.75000 57.89607 -0.35706 8.59043 / " 5.50000 57.89607 -0.35706 7.60851 M42 0.00000 42.16369 -0.97327 7.60851 rn " 5.50000 42.16369 -0.97327 2.25554 �+' M43 0.00000 19.85642 -0.64444 2.25554 " 1.75000 19.85642 -0.64444 1.12777 3.50000 19.85642 -0.64444 0.00000 M44 0.00000 0.00000 0.08326 0.00000 2.33500 0.00000 0.08326 0.19442 " 4.67000 0.00000 0.08326 0.38884 M45 0.00000 -26.07 0.27259 0.38884 " 2.83000 -26.07 0.27259 1.16026 " 5.66000 -26.07 0.27259 1.93168 M46 0.00000 -49.64 0.02294 1.93168 2.83500 -49.64 0.02294 1.99670 5.67000 -49.64 0.02294 2.06172 M47 0.00000 -64.76 0.18152 2.06172 2.83500 -64.76 0.18152 2.57633 " 5.67000 -64.76 0.18152 3.09094 M48 0.00000 -57.90 0.11829 1.26697 " 2.75000 -57.90 0.11829 1.59226 " 5.50000 -57.90 0.11829 1.91756 M49 0.00000 -42.16 -0.03806 1.91756 2.75000 -42.16 -0.03806 1.81290 " 5.50000 -42.16 -0.03806 1.70825 M50 0.00000 -19.86 -0.33669 1.70825 2.75000 -19.86 -0.33669 0.78234 5.50000 -19.86 -0.33669 -0.14357 M51 0.00000 0.00000 0.04102 -0.14357 1.75000 0.00000 0.04102 -0.07178 3.50000 0.00000 0.04102 0.00000 Member Local Displacements Member Load Case Offset Dz Dy Span/Dy ft ft ft M1 Service Case 1 0.00000 0.00000 0.00834 239.76 1.00000 0.00000 0.00417 479.52 2.00000 0.00000 0.00000 < -2000 M4 0.00000 0.00523 -0.05807 -65.95 - 3.83000 0.00642 -0.05598 -68.41 e t /7 M7 0.00000 0.01092 0.00000 < -2000 If " 1.00000 0.01092 0.00395 506.74if " i/ _ �� 2.00000 0.01092 0.00789 253.37 `-f M8 0.00000 0.01066 0.00801 249.73 1.00000 0.01066 0.00400 499.64 9033 2.00000 0.01066 0.00000 < -2000 Mil 0.00000 0.00598 -0.05797 -66.06 " 1.91500 0.00520 -0.05736 -66.77 " 3.83000 0.00443 -0.05579 -68.65 M14 0.00000 0.00056 0.00000 > 2000 " 1.00000 0.00056 0.00374 535.42 " 2.00000 0.00056 0.00747 267.76 M16 0.00000 0.00000 0.00000 < -2000 1.62500 0.00000 -0.00533 -609.99 3.25000 0.00000 -0.01066 -304.99 M17 0.00000 0.00000 0.00000 < -2000 " 2.84479 -0.00092 -0.01065 -534.13 5.68959 -0.00184 -0.02130 -267.06 M18 0.00000 -0.01914 -0.00055 < -2000 " 1.62500 -0.01884 -0.00560 -580.11 3.25000 -0.01854 -0.01066 -304.99 M19 0.00000 -0.00905 -0.01687 -386.95 " 3.26336 -0.00996 -0.02772 -235.45 " 6.52672 -0.01086 -0.03857 -169.20 M20 0.00000 -0.03932 -0.00182 -1790.46 " 1.62500 -0.03909 -0.00580 -560.14 " 3.25000 -0.03886 -0.00979 -332.00 M21 0.00000 -0.01798 -0.03501 -186.65 " 3.26770 -0.01856 -0.04238 -154.20 6.53540 -0.01914 -0.04975 -131.36 M22 0.00000 -0.05296 -0.00347 -936.53 " 1.62500 -0.05282 -0.00580 -560.05 " 3.25000 -0.05268 -0.00814 -399.47 M23 0.00000 -0.02333 -0.04768 -137.08 3.26770 -0.02349 -0.05047 -129.48 " 6.53540 -0.02364 -0.05327 -122.68 M24 0.00000 -0.05807 -0.00523 -621.39 " 1.62500 -0.05802 -0.00560 -579.89 If " 3.25000 -0.05797 -0.00598 -543.59 M25 0.00000 -0.05598 -0.00642 -506.30 1.62500 -0.05588 -0.00542 -599.16 " 3.25000 -0.05579 -0.00443 -733.72 M26 0.00000 0.03219 -0.04577 -139.56 3.19423 0.03178 -0.04144 -154.17 " 6.38847 0.03136 -0.03710 -172.18 M27 0.00000 -0.04790 -0.00813 -399.94 " " 1.62500 -0.04774 -0.00534 -608.32 It " 3.25000 -0.04759 -0.00256 -1270.08 M28 0.00000 0.02641 -0.03967 -161.06 3.19423 0.02582 -0.03178 -201.05 6.38847 0.02522 -0.02388 -267.47 M29 0.00000 -0.03339 -0.00956 -339.90 1.62500 -0.03317 -0.00538 -604.19 " 3.25000 -0.03295 -0.00120 < -2000 M30 0.00000 0.01779 -0.02776 -230.17 3.19423 0.01695 -0.01708 -374.08 6.38847 0.01610 -0.00640 -998.19 M31 0.00000 -0.01370 -0.01061 -306.40 1.62500 -0.01340 -0.00558 -582.33 3.25000 -0.01310 -0.00056 < -2000 M32 0.00000 0.00932 -0.00922 -517.81 2.38812 0.00866 -0.00090 < -2000 " 4.77624 0.00800 0.00743 642.77 M33 0.00000 0.00000 -0.01092 -297.61 1.62500 0.00000 -0.00574 -566.44 3.25000 0.00000 -0.00056 < -2000 M36 0.00000 0.00000 0.00000 < -2000 2.33500 0.00027 -0.00970 -481.64 4.67000 0.00055 -0.01914 -244.06 M37 0.00000 0.00055 -0.01914 -295.79 " 2.83000 0.00118 -0.02985 -189.59 5.66000 0.00182 -0.03932 -143.96 fr. �jhe���' /� 2.83500 0.00264 -0.04710 -120.39 c' " 5.67000 0.00347 -0.05296 -107.06 n.�- r M39 0.00000 0.00347 -0.05296 -107.06 I O 3 3 " 2.83500 0.00435 -0.05673 -99.94 5.67000 0.00523 -0.05807�63 M40 0.00000 0.00642 -0.05598 -98.25 2.75000 0.00727 -0.05268 -104.41 If " 5.50000 0.00813 -0.04790 -114.83 M41 0.00000 0.00813 -0.04790 -114.83 " 2.75000 0.00884 -0.04144 -132.73 5.50000 0.00956 -0.03339 -164.70 M42 0.00000 0.00956 -0.03339 -164.70 " 2.75000 0.01008 -0.02400 -229.15 " 5.50000 0.01061 -0.01370 -401.41 M43 0.00000 0.01061 -0.01370 -255.44 if 1.75000 0.01076 -0.00689 -507.77 If " 3.50000 0.01092 0.00000 < -2000 M44 0.00000 0.01066 0.00000 < -2000 " 2.33500 0.01066 -0.00933 -500.28 4.67000 0.01066 -0.01854 -251.89 M45 0.00000 0.01066 -0.01854 -305.29 2.83000 0.01022 -0.02926 -193.46 5.66000 0.00979 -0.03886 -145.65 M46 0.00000 0.00979 -0.03886 -145.91 " 2.83500 0.00896 -0.04673 -121.33 5.67000 0.00814 -0.05268 -107.63 M47 0.00000 0.00814 -0.05268 -107.63 2.83500 0.00706 -0.05657 -100.23 5.67000 0.00598 -0.05797 -97.80 M48 0.00000 0.00443 -0.05579 -98.59 " 2.75000 0.00349 -0.05241 -104.95 " 5.50000 0.00256 -0.04759 -115.58 M49 0.00000 0.00256 -0.04759 -115.58 " 2.75000 0.00188 -0.04109 -133.86 " 5.50000 0.00120 -0.03295 -166.94 M50 0.00000 0.00120 -0.03295 -166.94 2.75000 0.00088 -0.02338 -235.25 " 5.50000 0.00056 -0.01310 -419.76 M51 0.00000 0.00056 -0.01310 -267.12 1.75000 0.00056 -0.00654 -535.37 " 3.50000 0.00056 0.00000 > 2000 SHEET t DATE OOMAYLTIMO OTMYOTURAL MMOIMIMMM PROJECT: C PROJECT NO : MT LI 9Cc k +�vr- u�2op - o _ - - W DL- 22 5::�� � I o v� i SHEET t DATE I CONSULTIU•4TRUOTUAA1■USING■A• PROJECT: M� Y PROJECT NO: 4,I N c�e, �IAPH FAYM Ks r-iCe►n /kNd wA W1 Doti - �o TO 1 ►�GI �� aN N41� �a�� ' ��IM E �)N I� b►�T� �trod &I'pvp OF:- l ' I e SHEET DATE OONGULTIN•1TRUCTU lAL cruw6944 PROJECT: J PROJECT NO �0�✓ I G -��..�r --�600J _ FG �cN�IoN �- r-o►tit� ��2�� - 2 � 1 Goo � �y� ow I 1 I I SHEET, DATE ■ r 00 MAYLTIMA ATIIYOTUIIAL tMAl11EA11• PROJECT:' PROJECT NO: •J��' , 1 �/s'� I o" • r� SHEET t DATE ,� cJ. 00N8ULTING STRUCTURAL ■maluam Os PROJECT: >I�.1��1�,w 2r PROJECTNO : '. i 40 f CA/ a v/c-� I � I i G otA-c=-, gor /N �Yoov T�/�.� Fig,�'✓tr,� �/cam u� /�,�T 77�� ��- I , , J W Z i i aa3r_� FUQ W a LLo � < Z C, Ln f M J y.� Oz OV1 cN a G + _ 0 klo N rU� O <= Op a I ' Z I I �� V1 � �� W W w Z I • • • . Y ' Ul N Z 2 W d < r r r 1f 8 8to 8 • • • • • • >< = _+ t c V N G U u p Z W I I W W K Z D < LL F . � li '' a Z 'ly aW 9: -0 e N c 0 M z� W o } ~ CII D} < _ r WmW2 V m 0 WOUW ZpvIWC ~ � � � V � N !+ < O = N > ~ < = H ce z �N �f i•• W > V•n ~ M rI Q <c Wc � 3 W 0 Q _ O ^ 8 q 4 m W U 'j Z4 CN s O d A + ` D OW UW ccU M ZIA G ti ti W 'r N 1 N ��'/ Cd H O 3 W < WO 40 I X a � j m Q y z ° Z m ~ Z U 0 z zOWU�ao a ' I V < o o u e W LL3 < '= aZ � �, q ce z ° _ 02 a g o v o u Z � p � � CUVZ � a °� > a o o z m �, S < < OZ � Z3 WO- ci 1 0 �' H p g a r� v ,,, r z c H O C9 m W Y < COce HO Z m C _ E- z y r Wm W 7 N C Z O Ua 03u-0 Uoaa _ 0 5m < a ad e 6w v oZ) W � > v¢ > ' �_ } zLLUZW < �O � < a '= " = > < � d ; z z o � c � �o V � z c � 4-J �-' ,�< LIn pml= - Jo�c � -e w o < o < z > � a < � � Y w � 0 3 � � °U Z V J V v z W Z Z J Z < U Z Z > W -+ a � nEn� = 00- a5• _O pz C� o u o m < d > Z °¢ Q J W — 1 VI 3 u> O U N X C Z I I O W < W 2 W H W O F� W d W o c m a n W a 3 O W) a- = Z J >=:.. IY <u E Y o V 0 v -I W a < ° o I v � oc W I M W ^�4^, a Fp p Fpp tipp 00 pp i z ccWO � ❑ Q O 1I � ON N M DQ 2 < z< U~O' ^ I ® O f CO f < 0 O Q 7 4 ~ pmj W 07 m O W d F a a) z _J W N cc � Wm a L4-4 2 Ir Ccc m to y h G O >� Q O 41 b < Y < \ n O ¢ Fa V !L I a _ O H c ° o c m Z ° �, d - c ,9 < z° z p W 0- a o ,� O I:) , K m 1 < < C J V •'"I O it d 1 }Z g Zz u °f GZ U J m _ o 0z o ❑ 3 � W N '_ �mo o a � < az � a < opet�� pQ1�1 . < 2 2 3 _� `� •rl + 1�: N O < > U-1 _ < G E < 8 z m y G2 M- M z rl 2 W < m < --r - " 10 �0 um p I O\ z W i E �, cti z ; o , ^ 2 �+-� ?-� -i it .-I Z o I I Y m t►� ul < D; e--I Q J J Q < O �'O a Z I J Oy SIWOHHV Naalu I MO omul� ��.. •..__ 7