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'� 1,°tiX. •�' tarp • g t • w0 r< a 24 e ba 2 � �• � � 2 . sy � =p• � • �� 18 VVI�� ti♦ . p�� 5 N. ;.. -•'' ossac. sT 5,--------- Park ♦� UNPIAYD TA 1? 8 . Y • ��-�_��..�.. ..�...��. .ram. • . ..�. , c.m ir Sf �itE � N FIB E1N°D 10 N>1K IST NATIONAL ASSOCIATES LAj go L• I31.250 � C • 2.79 Ac• Q wMAP � o . _ 20.43tAC 74170 O,Z • O (7) o ;o for, 156 up Scn qw goo GENERAL NOTES PROPERTY LINE (APPROX. 66 ACRES) 1. VERIFY ALL DIMENSIONS REFERENCED TO EQUIPMENT OPENINGS, LOCATIONS, AND SIZES WITH CERTIFIED SHOP DRAWINGS. 2. ALL CONSTRUCTION MATERIAL AND METHODS TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 3. ALL DISCREPANCIES BETWEEN DRAWING ANVENTION OR SPECIFICATION SHALL BE IMMEDIATLY BROUGHT TO THE OF THE ARCHITECT/ENGINEER FOR CLARIFICATION. 4. FIELD VERIFY ALL DIMENSIONS REFERENCED TO EXISTING OR IN PLACE CONSTRUCTION. VERIFY ALL DIMENSIONS MARKED WITH AN (*) ASTERISK. 5. DESCRIPTION AND CODE CLASSIFICATION JURISDICTION: CITY OF RENTON OCCUPANCY: MIXED OCCUPANCY CONTAINING (H2) AND (H3), AND (S1) AND (F1) CONSTRUCTION TYPE: TYPE U-N, FULLY-SPRINKLERED FOR STRUCTURAL DESIGN CRITERIA, SEE DWG S-0-100 LAND USE ZONE: H-1 HEAVY INDUSTRIAL DISTRICT HEIGHT OF' ADDITIONS SHALL MATCH HEIGHT OF EXISTING ADJACENT BUILDING. MATERIAL HANDLING AREA 100'x100' EXTENSION TO EXISTING S1 USE PRE ENGINEERED STEEL STRUCTURE WITH PRECAST CONCRETE WAINSCOT WALLS. UNCONDITIONED SPACE. OCCUPANT LOAD = 10000/300 = 33.3 B SETDOWN AREA: 50'x15O' EXTENSION TO EXISTING F1 USE PRE ENGINEERED STEEL STRUCTURE WITH PRECAST CONCRETE WAINSCOT WALLS 7500/200 = 37.5 TOUCH UP AREA: ENCLOSE EXISTING 50'x5O' F1 USE CANOPY WITH STEEL SIDING AND PRECAST CONCRETE WAINSCOT WALLS. OCCUPANT LOAD = 2500/200 = 12.5 WA. STATE NON RESIDENTIAL ENERGY CODE (WSNREC) NOTES 1. ELECTRIC RESISTANCE SPACE HEATING SYSTEMS AS DEFINED IN WSNREC 1302 SHALL NOT BE USED. 2. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTION TO ACHIEVE DENSITIES AND CLEARANCES THAT MAINTAIN UNIFORM R-VALUES OVER FULL COMPONENT AREAS TO MAXIMUM EXTENT POSSIBLE. 3. PER WSNREC 1314, LIMIT AIR LEAKAGE WITH SEALANT, CAULK, GASKETING, OR WEATHERSTRIPPING AT ALL JOINTS IN THERMAL ENVELOPE (ASSEMBLY THAT SEPARATES SEMI -CONDITIONED, AND/OR INDERECTLY CONDITIONED SPACES). DRAWING INDEX DRAWING NO. REV TITLE ­' A-0-100 0 OFF HIGHWAY RELOCATION, PLOT PLAN A-0-300 0 OFF HIGHWAY RELOCATION, DETAILS 150' A-1-100 B OFF HIGHWAY RELOCATION MATERIAL HANDLING AREA FLOOR PLAN A_1 101 _ B OFF HIGHWAY RELOCATION, MATERIAL HANDLING AREA ROOF PLAN = -- -- t ��'..�✓r `` l� - i -} -- "' ? A-1-200 B OFF HIGHWAY RELOCATION MATERIAL HANDLING AREA ELEVATIONS AND SECTIONS ,,-'-- _,_.. A-1-201 B OFF HIGHWAY RELOCATION, MATERIAL HANDLING AREA ELEVATIONS AND SECTIONS A-2-100 B OFF HIGHWAY RELOCATION SETDOWN AREA FLOOR PLAN - A-2-101 B OFF HIGHWAY RELOCATION SETDOWN AREA ROOF PLAN A 2 200 B OFF HIGHWAY RELOCATION, SETDOWN AREA ELEVATIONS AND SECTION # _ i - - S - f=. � I I I�-- {I �- • i-,-� 3 ` � _ A-3-100 0 OFF HIGHWAY RELOCATION, TOUCH-UP AREA PLAN AND ELEVATIONS NN E1 0 SYMBOLS, SCHEDULES AND NOTES E-1-100 0 MATERIAL HANDLING AREA LIGHTING PLAN - - 0 MATERIAL AREA PLAN E-2-100 0 SETDOWN AREA LIGHTINLANE-2-101 0 SETDOWN AREA POWER PLAN 4 .m - i10 �� t- E-3-101 0 TOUCH-UP AREA POWER/LIGHTING PLAN f}NNp1E19t UM TEST 1 1 A!S 11 t t ? _ hpad 10 01 O P-rri rr� i rrirri rr� ,,; m r = E-19-17 FRO 1FRO 20 LIGHTING 08 VV POWER �PLAN AREA 1 _ Lr, FLAMMABLE MATERIAL ` ' I - -1. "' i' E-21 FRO 120/208 V POWER PLAN AREA 3 y ,�, N, ; WASTE TREATMENT ' BLDG. - FIFE 31.0 - E 23 FRO 277/480 V POWER PLAN AREA 1 F. - M i r 3 ? 1 i ' } 3 { E-25 FRO 277/480 V POWER PLAN AREA 3 E-38 FRO OVERALL GROUNDING PLAN BOff DO u . {. N PPE o : n _ �e � � .. { I - � N - __.. _._ -�-- - � � � M 2 B HVAC SCHEDULES FUTURE DIVISION OFFICE - M 3 A HVAC SCHEDULES M SCHEDULES -2A 150 A OFFCHIGHWAY RELOCATION, SET DOWN AREA, HVAC FLOOR PLAN N S H ST. t ^ n- 38.65 ACRES s y I j I T ~ 1 �: - = M_2_151 A OFF HIGHWAY RELOCATION, HVAC ROOF PLAN K t --. _ r REF - _- ___..._ __ ____ __.__._. _ _.._.___.____- � {, �, - , �--- ---� �F-- M 2 250 A OFF HIGHWAY RELOCATION, HVAC SECTIONS AND DETAILS `-�� t %' p r _ . 5 - - - �. 4 � F.._ �• ,..�,, am. _.... ,� ��._� OFF HIGHWAY TOUCH-UP AREA, PLAN AND ELEVATIONS M 3 150 0 -,' "' , ; ? M-3-151 0 OFF HIGHWAY TOUCH-UP AREA, ROOF PLAN AND ELEVATIONS . ,, ,, -- - -- "" --- - - - - • _ - - --� ,,,:�..r;;.��,�.._. P-2-100 A OFF HIGHWAY RELOCATION GAS PIPING FLOOR PLAN m r: P-2-101 A OFF HIGHWAY SET DOWN AREA, GAS PIPING, ROOF PLAN r y ," .- L"r2.5 i7 P-3-100 0 OFF HIGHWAY TOUCH-UP AREA PIPING PLAN AND ELEVATIONS �� "P-3-101 0 OFF HIGHWAY TOUCH-UP AREA, ROOF PLAN AND ELEVATIONS 27.38 ACRES S-0-100 0 OFF HIGHWAY RELOCATION, GENERAL STRUCTURAL NOTES (REF) MANUFACTURING FACILITY S-3-100 0 OFF HIGHWAY RELOCATION, TOUCH-UP AREA ELEVATIONS IS SITUATED ON NORTH HALF LL S-3-101 0 OFF HIGHWAY RELOCATION, TOUCH-UP AREA SECTIONS AND DETAILS nE- DAM-C-1 11 aQz ACZ-7 CC- _ zQ Qr, Ar"pC-C1 PROJECT INFORMATION PLOT PLAN, 1"=100, N TOTAL PARCEL AREA ........................................ 2,876,266 SF TOTAL BUILDING AREA ........................................ 447,500 SF - EXISTING ROOF AREA ............................... 430,000 SF - NEW ROOF AREA ..............•......................... 17,500 SF - EXISTING PAVED AREA ............................. 901,500 SF - REMOVED PAVING AREA ...........................--17,500 SF - TOTAL PARKING AREA ............................... 182,000 SF TOTAL IMPERVIOUS SURFACE ............................ 1,349,000 SF PERCENTAGE OF LOT COVERAGE ..................... 15.6% BASIC ALLOWABLE BLDG HEIGHT PER UBC ..... 55 FT ak1161 Z0by21DIE:l4DZe MMI2I[el:1 ZMal REQUIRED (MIN) SETBACKS PER ZONING: N................................................................ 15 FT S................................................................ 15 FT E................................................................ 15 FT W................................................................ 15 FT UCv- _vi%- tNf I F,Lr CITY Or REF: Harris Group Inc. Engineering for optimum performance. �® www.harrisgroup.com Appleton, Wisconsin (920) 749-4600 Atlanta, Georgia (404) 815-6789 Denver, Colorado (303) 291-0355 Harris Group international (206) 494-9450 Jacksonville, Florida (904) 739-1115 Kennewick, Washington (509) 783-2265 Portland, Oregon (503) 228-7200 Seattle, Washington (206) 494-9400 Subconsultants: KENWORTH TRUCK COMPANY 1601 N. 8TH STREET RENTON, WA. 98055 I Reference Drawings / Notes: 1 6/07/02 1 FOR ENVIRONMENTAL REVIEW 0 4/15/02 ISSUE FOR CONSTRUCTION B 1 /11 /02 ISSUE FOR BID A 1/03/02 ISSUE FOR APPROVAL Markl Date By Description Issues Scale: 1 "=100' Drawn: P. LINGBLOOM Checked: Designed: L. COSGROVE Checked: ROG Approved: JEE / LCC Date: 01-11-02 Proiect Number: 11075 OFF HIGHWAY RELOCATION PLOT PLAN A-0-1 00 Issue: 1 E_CF as-o- o MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD44 N 9,200 :'AN; atz S'. N 9,000 -- N 8,800 t� 1 _24 0.—. , - \\/ l .s`'. SWR. IM ---' CD Lu AREA C COMPOSITE UTILITY PLAN ,��T�1� SCALE:r=w• ypy� I 'V ) V W W V / z O z �+, Z O U !f O u— i� tul ;� co I ►o iI W I W i a � O � CO Lo L W W mH 31.0 5.02 N 6TH ST N R?"kI CT Y,, PROJECT u SITE C] Q N 4TH ST KEY PLAN NO SCALE o z Y1. EaE SSOE, INC. ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE, N.E., SUITE 101 BELLEVUE, WASHINGTON 98004 TEL 206-827-2950 PROJECT 9,35021 NUMBER DRAWING SD46 NUMBER SHEET OF r_ r- lo- r-)A -r i jr) N 10,000 CD 0 co LC L w w w-rycF w 'N!".. TER 1,11 �'____"1 �.L".?v.2 Si :..'"Jif �` i / I i !� i l Vi'? 1 1J H NI�. ; 7.f5 -z<. �(l7�•ri F ��_�.� G? i II , / !af 8.07 if I{(I�ly; , 31 C� �;�•.i �!_�.�-.�,a,_� I.1:.�S ,J" 2:�. /TYPE 11.(' -.� 4� �: j°- :.J Ii I li {f. \ I� y`' �S +�_�i: r-7 FCf% L�.rJf\_)� 4 1 i) /1 j EI 1 P•�`ed - •.01 � (Si E:,'n.' .O , V1 ; l --------- -- -- - -- - ------___-_ _ - ------ `--' M - _.- _ .. `�J ,.�J �\ ... •', .. j _--' :�,,,�' �_�ve,-�r! w1.�1!<way .1 t1 #i Sign- - - --- -- _ -- - -- .....__ ------ - �,r if ! i t - _ - _.. --- _.- - - - -__ - -- - - - _ .._. - - . - -- - _- - - - _ .._ _ _ - _ -- -- - - - _. ._ - - y,._-_.._.�...__..._._-.-_.-__-----_-- l: .:".,:,t:. 51•.,,.; ��. ', � '' ! t `,�� � T�.`.-;^dam.=-Lh�=----ti- -----__--------- --------_----------------- -- -=v:�- _-��:=-_..._�.._ - kf '( /1, 00'r -,1 -, �,;-_:,.•. I , 1t/` N V , 1 u i I�00.0 , i ! t`.D t OR�,f 1�1 .i•�t.>-. �'.._._ _ - ... -- _ _ "". = -= - -- -- - - - - x y , S✓. ' ` \ , RIM .10 L_/ 1 lit X . X _)C t I.F_.(N1V`i 6")=-2.9.18 �, l./ I} 1E 20.8GS'V i 1 X \ I 8"FIE=25.23 ' ' " -' .`=" �" :M i ! !, . �- 2" BRONZE DISC IN SW i 36 SD IE=20.73 .. ,;; ; ", ' !, ��:!=,,� .,,��� r� , '►1 y i iI X _J EL=28\3.1 .r L` CPP RiNI >/ 7•.� _ f 1 - i 1 J' ./ ,. •vil.., .�C~.i ,It, I Ii 1 .J•l N 9,600 N 9,400 - . E. i i � t': ' .'� - L . �� it �• ' � 1� t' '^7_ , ) v' S � � -^5-{,^-'q�.�-=-.._._...___ . ----- - __-_-_._ _..� _ -----• , ! ! G.co2 I i! ! ; �r ; !; ✓ I ; _ SD R.:., � Ij t+ i i f 1 �'-�. i � f...' l_l ! 1..... I.i � I r 5rl.\ '• �1 J.8' n�-,`!: °�'. a ` Iy/ ''r EE. '. GE----_._._._'1�.,-�-..�i� - z•�, ; ._`CiR:<? ,... /�.•'1-----� �J" i ili!! � I II j _ I-----•i--_--_�_-__�._.._ri � y r tr,/rj >1 , .'jr. 20, ,'(`V .'-'.`'i", ^,l i'�, '� '+,I n\ I i` li ,.\t `� Ji /✓ ;+-' wi / !,4H, Elk? I:_6- '.t.��. ✓.'�"1`'r �1 '"./;' .:. .:" •;'0' LEts1 n,r "0 CITY _ j� ^�I'i;'j I I !+� ��------------------------- - - - - - - `------------ nr I�!`t ` 0RV C. , _ -U'�- 1_ r... P -.'; X; X ' X X X , r p it.`•i>; :i �..� � t I I i I !I L .^. I ----_,__._ _-k.-'--_.--_--.. _.__...__M..,._,._ ____ _ _ S-IORM Nil! >_:J ; 20.10 If 25. ! s�' a N, -\ I1�=� r ,-ill I jl li 1 Ii `i -I- y� i E i CEO 'f!'i ij/!I'� R!1[5.i;tiAi !�i1j I li lifer -2�.'v �I 1} c? j Ii ! if R! t IF' I 26. 21.5 / i' �! SAN. Sz Vr' ,; H' ` 1.'.=21.,' 1 I, if II, jIli; Jf " ` I jf �-•; i11i i 1 �f•' i� I i i 1 118" F IE=22.34 ' (18 SD IE=20.3 j ; I I la•raa "`��'e� iji I I iI 1 it r�ji 1` r fill! i'fl "riiA1-SR - N'ti� ► 1 , I `,`-. _c'j,� �', °' „ �a-� -• ..��:�iar�a.r,.r-.rsSi.r�l�.-:� _ .r!1�--� ,-:.�-J. --�-- -- -- ----�..�-� --�-- MATCH LINE N 9,400 FOR CONTINUATION SEE DWG SD46 lj/ I "D!A Fi P.!1,4 29.25� f II^ 23.2711' Y I: FE 20.78Nt I it %0.'8S4 L E I =25.69 iji SD 7ILVI IE 20.60E 4 I 21.06SF_ 8" SD IE=25.63 C tC-07 7rl DETENTION POND SD { SD 18" SD IE=26.37 j E IE=23.25 I I n ; I 18 SD IE=26.41 II j 12 SD IE=25.08 IOC ; ! Rio: I .......... `..... . .. ...... 18 ................... ........................ 1 •• 10 • 1 L 4=2/J/'o�1 1 • 1 ! F 1E = 24.0 ♦ 1 j 7m�7�1-777 7 "0.8 1 1 1 ' I MANUFACTURING ' 1 /OFFICE I BUILDING 1 FFE 31.0 1 1 -- ( ------ - ��-- --� ------- -- --------------- ---------- -- AREA "A" COMPOSITE UTILITY PLAN F_ N' RTH .-�T ' r f 11:71 A 0.r ! 1i !i SiR,OEJECT iLLI J o - N ST H +r •v �i KEY PLAN NO SCALE o Z DEVE'_C}FArrivT "� CITY OF P,EPJTON SSOE, INC. ENGINEERS ARCHITECTS PLANNERS 3015 112TH AVENUE, N.E., SUITE 101 BELLEVUE. WASHINGTON 98004 TEL. 206-827-2950 SHEET PROJECT 9,35021 NUMBER OF DRAWING SD44 NUMBER CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AREA "A" COMPOSITE UTILITY PLAN DESIGNED: M.B. DATE: MLE NAME: 5011SD44 DRAWN: C.H.D. CHECKED: SCALE: 1 "=40' FM Boat: PACE: NO. REVISION BY I APPR. DATE APPROVED: SHEET: OF: olnecToR or ruauc worms p- r - c r) n_n"1/\ PROPERTY LINE (APPROX. 66 ACRES) GENERAL NOTES 1. VERIFY ALL DIMENSIONS, REFERENCED TO EQUIPMENT OPENINGS, LOCATIONS, AND SIZES WITH CERTIFIED SHOP DRAWINGS. 2. ALL CONSTRUCTION MATERIAL AND METHODS TO BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REQUIREMENTS. 3. ALL DISCREPANCIES BETWEEN DRAWING AND OR SPECIFICATION SHALL BE IMMEDIATLY BROUGHT TO THE A TION OF THE ARCHITECT/ENGINEER FOR CLARIFICATION. 4. FIELD VERIFY ALL DIMENSIONS REFERENCED TO EXISTING OR IN PLACE CONSTRUCTION. VERIFY ALL DIMENSIONS MARKED WITH AN (*) ASTERISK. 5. DESCRIPTION AND CODE CLASSIFICATION Harris Group Inc. Engineering for optimum performance., www.harrisgroup.com Appleton, Wisconsin (920) 749-4600 Atlanta, Georgia (404) 815-6789 Denver, Colorado (303) 291-0355 Harris Group International (206) 494-9450 Jacksonville, Florida (904) 739-1115 Kennewick, Washington (509) 783-2265 Portland, Oregon (503) 228-7200 Seattle, Washington (206) 494-9400 I Subconsultants: JURISDICTION: CITY OF RENTON OCCUPANCY: MIXED OCCUPANCY CONTAINING (H2) AND (0), AND (S1) AND (F1) CONSTRUCTION TYPE: TYPE U-N, FULLY-SPRINKLERED FOR STRUCTURAL DESIGN CRITERIA, SEE DWG S-0-100 LAND USE ZONE: H-1 HEAVY INDUSTRIAL DISTRICT HEIGHT OF ADDITIONS SHALL MATCH HEIGHT OF EXISTING KENWORTH TRUCK COMPANY ADJACENT BUILDING. 1601 N. 8TH STREET �. MATERIAL HANDLING AREA RENTON, WA. 98055 100 x100'EXTENSION TO EXISTING S1 USE PRE ENGINEERED STEEL STRUCTURE WITH PRECAST CONCRETE WAINSCOT WALLS. . UNCONDITIONED SPACE. OCCUPANT LOAD = 10000/300 = 33.3 B SETDOWN AREA: Z 0 50'050' EXTENSION TO EXISTING F1 USE PRE ENGINEERED STEEL STRUCTURE WITH PRECAST CONCRETE WAINSCOT WALLS 7500/200 = 37.5 O TOUCH UP AREA: ENCLOSE EXISTING 50'x5O' F1 USE CANOPY WITH STEEL SIDING AND PRECAST CONCRETE WAINSCOT WALLS. OCCUPANT LOAD = 2500/200 = 12.5 WA. STATE NONRESIDENTIAL ENERGY CODE (WSNREC) NOTES 1. ELECTRIC RESISTANCE SPACE HEATING SYSTEMS AS DEFINED IN WSNREC 1302 SHALL NOT BE USED. 2. INSTALL ALL INSULATION PER MANUFACTURER'S INSTRUCTION TO ACHIEVE DENSITIES AND CLEARANCES THAT MAINTAIN UNIFORM'. R-VALUES OVER FULL COMPONENT AREAS TO MAXIMUM EXTENT POSSIBLE. 3. PER WSNREC 1314, LIMIT AIR LEAKAGE WITH SEALANT, CAULK, GASKETING, OR WEATHERSTRIPPING AT ALL JOINTS IN THERMAL ENVELOPE (ASSEMBLY THAT SEPARATES SEMI -CONDITIONED, AND/OR INDERECTLY CONDITIONED SPACES). II ! ;',�_?�> Y: I K sett' _.._ (—;, DRAWING INDEX G '1�71 l `'� i�„u T. °'yr fi r �, •r. .c, s,? ' vt`^`L' ..i.`" . ti. a., V:'{n�, _ dO1S \` .:.� >i771c1:1S' .ySVi%M''_y^„ _ r`i.•� _. t . - 10- DRAWINGNO. REV TITLE ESO..y T _ A-0-100 0 OFF HIGHWAY RELOCATION PLOT PLAN i ! ��� .�� Fia, -*•-- 3+� I' . _.,.-',r,.••. � . ya ' /'' .�'�^. -' ''v ^`. �� � ' ,.,,� •�:�;,;,"''' �.:.- . ,�y> Y�,tr<t �� :u=- r � ""tom i�r",l,sr�' .�� "'p .__ ' �......-t � � C• r"r''4' !• v ...d ? i+7i' o I �/r N ..9 ems'. tr r , -Yt- +PM••:i"/a:•C:�. - a rL w.�'��ar,71G..,...,••., — „ •_• ,..;,, ," k. =<,�y � •=< .� '> A 0 300 0 OFF HIGHWAY RELOCATION, DE -TAILS , �'��'='�'r„1_.r--�C�:x,,?'.�+y�•:.= ''" cvt . F ;i+� a > 351 f ! ! ! 150 m = - 0- en A-1-100 B OFF HIGHWAY RELOCATION MATERIAL HANDLING AREA F OR11150, LO PLAN o __ OFF HIGHWAY RELOCATION, MATERIAL HANDLING AREA ROOF PLAN .har.N,' r- ,t* 7:M �1C (UP) A-1-200 B OFF HIGHWAY RELOCATION, MATERIAL HANDLING AREA ELEVATIONS AND SECTIONS — - - A 1 201 B OFF HIGHWAY RELOCATION, tt MATERIAL HANDLING AREA ELEVATIONS AND SECTIONS j`et� a'Lt ^ C -1 Yi=Ff tf Zi N;� . .ry ti -A :• ` >„< " �(i 3 x + i'\, �7 / .• .': .. `•--� - ► �.'rn�{t.+._ - _ A-2-100 B OFF HIGHWAY RELOCATION SETDOWN AREA FLOOR PLAN r-- A-2-101 B OFF HIGHWAY RELOCATION SETDOWN AREA ROOF PLAN . - t� ' fa+,a I ir. —'-- , ; •{� 4Z� ` ':'„1`-t �!�x;.••>,� tr;cc*,u,`mccra- . _ __ _—� ` _ � _' A-2-200 B OFF HIGHWAY RELOCATION, SETDOWN AREA ELEVATIONS AND SECTIONS A-3-100 0 OFF HIGHWAY RELOCATION, TOUCH-UP AREA PLAN AND ELEVATIONS N 1— `�'� '"'" ` ` '_ _ _ _ .I i `" "� E1 0 SYMBOLS, SCHEDULES AND NOTES E-1-100 0 MATERIAL HANDLING AREA LIGHTING PLAN :.f•..;Jaa hc._ ,r,n-v:,mr:a-.a.: v,-rmn._ .. uFa >.rx,sc.,s-u.ssacc-arm-._.nrlvfa a cr._... a�-•sa,m.•"irnau„-- e \ E-1-101 0 MATERIAL HANDLING AREA POWER PLAN E-2-100 0 SETDOWN AREA LIGHTING PLAN E-2-101 0 SETDOWN AREA POWER PLAN n lac ` of t`•,,s ffl'am .' _,i „es,fsr t°< � E-3-101 0 TOUCH-UP AREA POWER/LIGHTING PLAN t 4E-14-17 FRO IG L HTING PLAN AREA 3 E-19 FRO 120 208 V POWER PLAN AREA 1 •,= N _ � �==� � E-21 FRO 120 208 V POWER PLAN AREA 3 f-� 11 E-23 FRO 277/480 V POWER PLAN AREA 1 _ w R" 3 i•,_ �}, ,� Ott ,, • 1 ^ � __ _ �. ,: E-25 FRO 277/480 V POWER PLAN AREA 3 <;� E 4 s{:;, ;e.x - - __ 4 E-38 FRO OVERALL GROUNDING PLAN 015% _ - �- ! i��i a$ .d. 4 i ,[., y r �� fl — SM C* M _ __. f ra M-2 B HVAC SCHEDULES ` ! '�r ax• � •..:H9t{'v�:<srav �._—x_..._-•x---•'— c4-''�' r}yutz . �;_�i�.?`.Fr / � r - ,., FUTU D11 jSI0N, M-3 A HVAC SCHEDULES • i e? - ti _r'`"Wlti Y ! C r, 'Li..K M-3A A V _''r:7•i-c�r`k••=_ C • i t' .,,�:JF^'b1.T i _..__l._/ YS ..r /' G`s�^t' `,t - 1<',:Nt?i:? a+..c..,,E. c _._ '- _-- - s - i i _ t S>i't NS/xa('. jf __ ✓� , i L 3 HVAC SCHEDULES : r "�� - - M-2-150 A OFF HIGHWAY RELOCATION, SET DOWN AREA, HVAC FLOOR PLAN N 6TH ST. iFCC- HVAC., 38.65 ACRES,',r ' M-2-151 A OFF HIGHWAY RELOCATION, HVAC ROOF PLAN o - , __._�•�,�{� r�C >, :- :-yE z`t. .,F3YK f-t ='-C �S<f•:7fn'. �;•. ,•i o!c,� t _ _ - - /-%��tdF�Sn."y,. �`.F. .,�..r _x+3a t- x - ;:€v;.a.'�,:, .3,.i .�1.r'y,e,¢ f M-2 250 A OFF HIGHWAY RELOCATION, SECTIONS AND DETAILS '-•_.."^'^-- , �"-�•--..._.— --R E C r . r- �.. [. ,.. � ..., �`�. n > :r" -.. :t ✓ $+ s,�C^,: . C.s;:... cam. 3 , r. r � / M-3-150 0 OFF HIGHWAY TOUCH-UP AREA PLAN AND ELEVATIONS - Y =.o •r OFF HIGHWAY TOUCH-UP AREA ROOF PLAN AND ELEVATIONS l[.•r'- - �,�•�,t- ��-�_•-'^.=-"a--!-•'-�:==%x-'_'-. .;.�>-Y:-e, c>.-.> c4 F... • y r,, A'•�.F_ :s'�?sr.•.,a r, - y.r,• ,'K'^= _ 4f•.ri, '':.• , ]:.!- •'a' -,rev .'!�.� `,r2 r: .tom :;",Fc--•++•.c---�*-r•.--y.tt--x�-t-•r+t.. ��� ��.. ,>. P 2 100 A OFF HIGHWAY _ .;�•- H AY RELOCATION GAS I ._s _ �,:..'�:, _.�;... P PING �; 3: ,,r �. .FLOOR PLAN •star t .S — .PdSx + Y. :'v - 1.•. SS . i'L .CY' W. •jai P 2 0 A ;i 1 OFF HIGHWAY F AY SET N A .:• DOWN AREA, A ./+ G S PIPING, .�. • [, OF PLAN T 1• t 7 n r •Rti ♦ .. • `.1n:�. .9 tl3 - Vr x �... .S3:a a•fi YC Y+'r2s — ::- 3 100 P 0 OFF HIGHWAY �. .,H GH AY TOUCH-UP -a- -- �,. �•:-'� CH UP AREA �> , • ;.,�; •. ; �-;: � . __ , : -: `_ : .. •:r : PIPING .. 7 ._.:'- ;,'. ,,<.• :, � �• PLAN AND ELEVATIONS IONS .. 4 "•ram"" r...'t Y _ �,''F,,,�> t ra3 1• .K. i t•.. 4/ t . .rf•rct ,�. t P 3 101 .•,...:•... -•� 0 OFF HIGHWAY 1 Y TOUCH PAR U EA ROO F P -'aLAN AN ELEVATIONS D / - �. _ f 8 AC RES . /.. . h h n '; ... . ..•�: � • - ' � --0 100 0 OFF HIGHWAY RELOCATION, GENERAL STRUCTURAL NOTES (REF) S— MANUFACTURING FACILITY S . 3-100 0 OFF HIGHWAY RELOCATION, TOUCH-UP AREA ELEVATIONS IS SITUATED ON NORTH HALF r, �' S-3--1.01___ -___ ® _-_._ OFF HIGHWAY RELOCATION, TOUCH-UP AREA SECTIONS AND DETAILS PROJECT INFORMATION pRr. `• -:. - .:.. .. ins :; l�t .. b. Y•" i;{ ..._-..-- OF PARCEL (1,683,467 SF = 38.65 ACRES) '=t���= .r; ENTIRE PARCEL IS 2,876,266 SF (66.03 ACRES)'r TOTAL PARCEL AREA ........................................ 2,876,266 SF TOTAL BUILDING AREA ........................................ 447,500 SF PLOT PLAN 1"=100' - EXISTING ROOF AREA ............................... 430,000 SF - NEW ROOF AREA ........................................ 17,500 SF - EXISTING PAVED . AREA ............................. 901,500 SF - REMOVED PAVING AREA ...........................-17,500 SF - TOTAL PARKING AREA ............................... 182,000 SF TOTAL IMPERVIOUS SURFACE ............................ 1,349,000 SF PERCENTAGE OF I-OT COVERAGE ..................... 15.6% BASIC ALLOWABLE BLDG HEIGHT PER UBC ..... 55 FT PROPOSED BLDG HEIGHT ................................. 34 FT REQUIRED (MIN) SETBACKS PER ZONING: N................................................................ 15 FT S........................................:....................... 15 FT E............................................................... 15 FT W.......... :..................................................... 15_ FT Reference Drawings / Notes: J�, 1 6/07/02 1 FOR ENVIRONMENTAL REVIEW 0 4 15 02 ISSUE FOR CONSTRUCTION B 1 11 02 ISSUE FOR BID A 1/03/02 ISSUE FOR APPROVAL Mark Date By DescriDtion Issues Scale: 1 "=100' Drawn: P. LINGBLOOM Checked: Designed: L COSGROVE Checked: ROG Approved: JEE / LCC Date: 01-11-02 Proiect Number. 11075 OFF HIGHWAY RELOCATION PLOT PLAN A=0= 100 rT L�CGF oa-O-�o DOOR SCHEDULE MARK TYPE I SIZE HDWR I HEAD JAMB SILL 1Q RRU I 14'-0"x16'-0" 1 1 11 A-0-300 10,12 A-0-300 — 20 G I 3'—Q"x8'-0" 2 1 1 A-0-300 2 A-0-300 8 A-0-300 G = HALF GLASS HOLLOW METAL DOOR RRU = RAPID ROLL UP DOOR W o' 0 0 0 -2 1. I I -� 10'-0" 1'-10 5/8" GIRT LINE I EXISTING TRENCH / Harris Group Inc. -1 0.1 TT— Engineering for optimum performance. www.harrn g p com ® °s rou — .. Appleton, Wisconsin (920) 749 4600 ` L _l— 6789 — Atlonto,Georgia (404) 815 Denver, Colorado (303) 291-0355 Harris Group International (206) 494-9450 Jacksonville, Florida (904) 739-1115 Kennewick, Washington (509) 783-2265 �� I I ( Portland, Oregon (503) 228-7200 >/ �. Seattle, Washington (206) 494-9400 40'-0" ��/ 51'-4" 48'-8" (REF) Subconsultants: (REF) EIS GXRTTING LINE I 3' 4" 00 \ ww= � Z_>00 wU) o J -1 00 \ DOWNSPOUT I �W L (9Eo W m O BASE PLATES WIND POSTS / \�'. / N I I I r 0 6" THK RECAST N WALL PA ELS, TYP I ( I I I — o A _ t N A-1.200 BASE PLATES W Z �+ 0M s to Yn tCWW2, Z>00 0-1 90 � N `'-' i DOWNSPO)B--� A-1-201 I I I EXISTING DOWNSPOUT KENWORTH TRUCK COMPANY 1601 N. 8TH STREET 4 I I LIMITS OF EXISTING FLOOR SLAB I RENTON, WA 98055 DOWNSPOUT AND GIRT LINE AT EDGE OF FACIA (ABOVE) �N - - - - - - - - - - - - - ( - - - -- - ------- PORTAL FRAME — TOP OF PEDESTAL EL 100'-0" (TYP) PORTAL FRAME Reference Drawings / Notes: EXISTING CONC PAVEMENT —� I I j I DEV!- i,� , I� OVERFLOW N DOW SPOUT FLOOR PLAN, SCALE: 1 /8"=1'—O" 0 0 6/07/02 FOR ENVIRONMENTAL REVIEW Mark Date I By Description Issues Scale: 1 /8"=1'-0" Drawn: JTT Checked: Designed: JAA Checked: ROG Approved: JEE / LCC Date: 01-11-02 Project Number. 11075 OFF HIGHWAY RELOCATION MATERIAL HANDLING AREA FLOOR PLAN Aml ml 00 1 Issue: o E-� C- F G ?-- O-)O I— w EXISTING FACADE 0.1 51' —4" (REF) 1'-10 5/8" (REF) I � JOINT OF NEW & EXISTING FACIA 40'-0" (REF) 1. —2 10'-0" (REF) 1'-10 5/8" GIRT LINE I I NEW FACIA SIDING, TYP� TO MATCH EXISTING I ---------------------------- I IIII I I DOWNSPOUT PORTAL FRAME I I EXISTING CONCRETE PAVEMENT (SLOPES) III ►- III 0 I SPLASH BLOCK II 3'-4" NORTH ELEVATION AT LINE Ab SCALE: 1 /8"=1'-0" 0 GIRT, TYP END CLOSURE TO MATCH EXISTING = AT N.E. CORNER (REFER TO "E" & "G" ON CHG'S DWG NO. SM-3) w 0 TOP OF PRECAST WALL x 0 I 10 I 00 Ift a TOC AT PEDESTALS EL 100'-0" Ab YAA B 50'-0" (REF) 50'-0" (REF) GIRT i _ 20'-0" _) _ 25'-0" _ _ 25'-0" _I I LINE 1'-10 5/8" I I I 1'-10 5/8" T]r GIRT LINE GIRT LINE (FIELD VERIFY I (FIELD VERIFY TO MATCH I I TO MATCH EXISTING) EXISTING) SIDING - ' 12 12 1 /4 ROOF PITCH ROOF PITCH 1 /4 2'-6 1 /2" III I BIRD NETTING UNDERSIDE OF ROOF STRUCTURALS SIMILAR TO EXISTING I I I WIND COLUMN, TYP 5 PLACES I GIRT TYP I SIDING, TYP -� III III Ill I I I I I i .I. 0 WEST ELEVATION AT LINE —2 SC ALE: 1/8"-1.-o. TOP OF PRECAST WALL 1'-10 5/8" TOC EL 100'-0" ZORC GIRT SAG ANGLE,`` TYPICAL T.O. PRECAST ( WALL C GIRT �- r 3/16 5 SIM ' :- 300 L3x3x1/2x0'-6" ® 4'-0" O.C. MAX 6" PRECAST WALL PANELS BY PRECAST VENDOR. PRECAST WALL PANELS SPAN VERTICAL. GIRT TO PROVIDE LATERAL SUPPORT. FIELD WELDING GIRT TO PRECAST WALL PANELS BY BUILDING SUPPLIER/ERECTOR SECTION A SCALE: 1 1 /2"-1'—O" A-1-100, A-1-200, A-1-201 Hans Group Inc. Engineering for optimum performance. ® www.harrisgroup.com Appleton, Wisconsin (920) 749-4600 Atlanta, Georgia (404) 815-6789 Denver, Colorado (303) 291-0355 Harris Group International (206) 494-9450 Jacksonville, Florida (904) 739-1115 Kennewick, Washington (509) 783-2265 Portland, Oregon (503) 228-7200 Seattle, Washington (206) 494-9400 Subconsultants: KENWORTH TRUCK COMPANY 1601 N. 8TH STREET RENTON, WA 98055 Reference Drawings / Notes: DWG SM-3 "CANOPIES -SHEET METAL DETAILS" FROM CHG BUILDING SYSTEMS, INC PROJECT NUMBER 23-98-S90-007 DEVEyCFti=��,r,- E, CITY OF P, i� At:riAIG Q �10.1 i•,r r RECEi' " D 0 6/07/021 1 FOR ENVIRONMENTAL REVIEW ark Date By I Description Issues Scale: 1/8"=1'-0" Drawn: JTT Checked: Designed: JAA Checked: ROG Approved: JEE / LCC Date: 01-11-02 Project Number: 11075 OFF HIGHWAY RELOCATION, MATERIAL HANDLING AREA ELEVATIONS AND SECTIONS x1c 10: RCr A- 1 =200 Issue: 0 C cr- oa-G-)o r- 00 1--, I I W Of BACK OF COLUMNS 10" PRECAST WALL PANELS O I LO N 00 00 i N N 0 I LBACK OF COLUMNS 1'-8" DOOR SCHEDULE 50'-0" VERTICAL BRACING, TYP OVERFLOW 1.5 2 3 50'-0" (REF) I ! , 25'-0" (REF) 25'-0" (REF) 1 MARK TYPE SIZE HDWR HEAD JAMB SILL Q1 G 3'-0"x8'—O" 2 1 A-0-300 2 A-0-300 8 A-0-300 Q2 RRU 14'-0"x16'-0" 1 11 A-0-300 10,12 A-0-300 — 3Q G 3'-0"x8'—O" 2 1 A-0-300 2 A-0-300 8 A-0-300 ® RRU 14'-0"x16'-0" 1 11 A-0-300 10,12 A-0-300 — 5Q G 3'-0"x8'—O" 2 1 A-0-300 2 A-0-300 8 A-0-300 © RRU 14'-0"x16'-0" 1 11 A-0-300 10,12 A-0-300 — Q7 G 3'-0"x8'—O" 2 1 A-0-300 2 A-0-300 8 A-0-300 G = HALF GLASS HOLLOW METAL DOOR RRU = RAPID ROLL UP DOOR EXISTING PRECAST WALL PANELS AND SIDING TO REMAIN •i 0 N N UJ N d X OJ W (n /— DOWNSPOUT �0 10" PRECAST 2'-10" WALL PANELS — I 12'-0" (REF) 21'-0" (REF) EXISTING UTILITY BRIDGE ! FOUNDATIONS EXISTING I I FLOOR SLAB — TOC EL 100'-0" (REF i I I CV Li - _ of I I EXISTING BOLLARD, TYP ( w M 9 O NEW BOLLARD, TYP — I 1. 2' " 14'-0" FLOOR PLAN, SCALE: 1 /8"=1'—O" 25'-0" (REF) 3.5 25'-0" 0 1'-8" 6'-0" ;REF) *(REF) EXISTING MANHOLE li 0 I ' i I EXIST SLAB SLOPES I i i i i!I RELOCATE EXISTING FIRE DEPT. CONNECTION it I 6'-4" 14'-0" I O �. 7 LO 3'-01' 1'-8" '.� I CUT BACK EXIST BULLRAIL T I AND RELOCATE END PIECE C NEW LOCATION I T OF EXISTING FDC AND TEST DRAIN i± i LL- w Of 0 I LO cV �— EXISTING CMU WALL 1 HR FIRE AND 20 MIN SMOKE RATED CORRIDOR FIRE RISER �r ( REMOVE EXISTING DOOR AND INFILL WITH CAST IN PLACE CONCRETE — NEW 5'-0" WIDE OPENING i I - 8" CMU WALL EXISTING GRATED MAINTENANCE CLEAN AREA EXISTING CANOPY Harris Group Inc. Engineering for optimum performance. ® www.harrisgroup.com Appleton, Wisconsin (920) 749-4600 Atlanta, Georgia (404) 815-6789 Denver, Colorado (303) 291-0355 Harris Group International (206) 494-9450 Jacksonville, Florida (904) 739-1115 Kennewick, Washington (509) 783-2265 Portland, Oregon (503) 228-7200 Seattle, Washington (206) 494-9400 Subconsultants: KENWORTH TRUCK COMPANY 1601 N. 8TH STREET RENTON, WA 98055 1 Reference Drawinas / Notes: OF REP4TOq fill T n� 0 6/07/02 1 1 FOR ENVIRONMENTAL REVIEW Mark Date I By Description Issues Scale: 1/8"=1'-0" Drawn: JTT Checked: WJB Designed: JAA Checked: ROG Approved: Date: Project Number: 11075 OFF HIGHWAY RELOCATION, SETDOWN AREA FLOOR PLAN Am2m 100 Issue: r'-C F 05-0qo 1'-8" _ GIRT LINE (TO MATCH EXISTING) T.O. PARAPET EL 134'-4"f (FIELD VERIFY TO MATCH EXISTING) 1'1.5 50'-0" (REF) 2 50'-0" (REF) 3 I 25'-0" 30'-0" 20'-0" PARAPET GIRT 12'-0" (REF) 21'-0" (REF) � 1 I PARAPET EXTENSION POST ' SIDING TO NEW COLUMN3: , MATCH EXISTING, A-0 $00 TYPICAL EAVE GIRT TYPICALooe III_ III I x"7 ----- - - _ ...-- WALL GIRT, (PER MFR.) i I I III I — BASE GIRT TOP OF HSS 1Ox4x1/4 PRECAST WALL 00 II II C L P. EL 99'-0"fT "i DOWNSPOUT, 6"AFF A RAIN WATER OVERFLOW, 12" AFF THIS SYMBOL REFERS TO DETAILS ON DWG A-0-300 12 50'-0" (REF) 1'" —8� 25'-0" EXISTING I GIRT LINE' PARAPET EXTENSION POST SIDING, TYP PARAPET GIRT 12 V ROOF PITCH 1/4 - T_ GIRT, I EXISTING ^ TYP STRUCTURE (' WIND ' I COLUMN CL I ' Fn BASE GIRTHSS 10x4x1 4 f H.P.EL 00'_O"; 1. 1xi ° U. ,q HSS1Ox4x1/4 JAMB & HEAD -- TO MATCH EXISTING WEST ELEVATION AT LINE 1 SCALE: 1 /8"=1'-0" ( 12 .-I 1 10 0 EXISTING II E i UTILITY I I BRIDGE 25'-0" 3.5 VERTICAL BRACING, TYP 25'-0" (REF) 2 2'-0" 1 ROOF OUTLINE 1'-8" EXISTING GIRT LINE X11 ___--- III II - II / 1 HSS10x4x1/4 DOWNSPOUT, 6" AFF JAMB & HEAD TO MATCH RAIN WATER OVERFLOW, EXISTING, TYP 24" AFF GIRT LINE (FIELD VERIFY TO MATCH EXISTING) SOUTH ELEVATION AT LINE L SCALE: 1 /8"=1'-0" T.O. PARAPET EL 134'-4"t (FIELD VERIFY �j TO MATCH EXISTING) z M TOP OF o PRECAST WALL '00 00 0 L.P. EL 99'-0"f GIRT LINE INSULATED SIDING WALL GIRT SAG ANGLE, TYPICAL T.O. PRECAST WALL HSS10x4 -- °d l J � /4 TO�EMBED v 10" PRECAST WALL PANELS BY PRECAST VENDOR. PRECAST WALL PANELS SPAN 5 VERTICAL GIRT TO PROVIDE A-0-300 LATERAL SUPPORT. PRECAST VENDOR TO PROVIDE a. ANCHORAGE TOP & BOTTOM CONCRETE 4 CONCRETE CURB ° PEDESTAL GRADE BEAM, 0 4 SEE A S-2-202 SIDING TO P.C. WALL SECTION rAN),, SCALE: 3/4"=1'—O" A-2-200 3.9 no EXISTING STRUCTURE H.P. EL 100'-0" I 't' NEW CONNECTION CLIP / ANCHORAGE i,�• � �%:; BY PRECAST VENDOR CLIP TO EMBED 10 Xt ,4I X\x x x x I , EXISTING PRECAST NEW PRECAST CONCRETE CONCRETE WALL PANELS7 WALL PANELS CHAMFERS, REVEALS CAULKING & FINISHES TO MATCH THOSE ON ADJACENT EXISTING PRECAST WALL PANELS NEW P.C. TO EXIST'G P.C. WALL SECTION B SCALE: 3/4"=1'—O" A-2-200 Harris Group Inc. Engineering for optimum performance.41 www.harrisgroup.com Appleton, Wisconsin (920) 749-4600 Atlanta, Georgia (404) 815-6789 Denver, Colorado (303) 291-0355 Harris Group International (206) 494-9450 Jacksonville, Florida (904) 739-1115 Kennewick, Washington (509) 783-2265 Portland, Oregon (503) 228-7200 Seattle, Washington (206) 494-9400 Subconsultants: KENWORTH TRUCK COMPANY 1601 N. 8TH STREET RENTON, WA 98055 Reference Drawinqs / Notes: Ci TY Jd 0 16/07/021 1 FOR ENVIRONMENTAL REVIEW Marki Date I By I Description Issues Scale: AS NOTED Drawn: JTT Checked: WJB Designed: JAA Checked: ROG Approved: JEE / LCC Date: 01-11-02 Project Number. 11075 OFF HIGHWAY RELOCATION SETDOWN AREA ELEVATIONS AND SECTIONS A=2=200 Issue: 6 C F �2-0�