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HomeMy WebLinkAboutLUA99-184 - Large Format3 ~ f". I 0 ,-.. RELOCATE EX.--- PO'IIER TO 1'11EST • -$. <X> I "' •o l "\,\ RETAINING WALL PER STRUCTURAL •o l ·o "' 0 EX. \\1ND0W EXISTING 9 , BUILDING -~· ~REMOVE EX. CMU BELOW WINDOW & INSTALL 12'/10' ROLL-UP DOWN + -_,. EX. OHD TO REMAIN I 1 -I-+--+------•$,,----\~J---'\IV l ~l~------:ill--- 1 b I 1n C, II 'o I b "' -..... "",I.-~ "o \ I . ..., L--~ ""r -.... 1---- 'o l ."' -•o I .,,, ·o l " i i 1\ 1\ y " ,1 .... ,,___ 30'-31~, Ffnnnnnr==n I I I I 1 1 I I I I I I I Ii 'F=====-= lrF"Y 11111111 1 114ri==5: 11 _ Ill/ I--.;JI I 1h 11 11 (-""'s I I ===-=--=-.cr,~~~~~~~_J~~-~~-~~~~=_Jv 11 I 11 II I I I II 11 II 11 II I II 11 11 11 II II 11 11 11 11 II 11 11 -.il Fj Tr, I I I I I I 26'-6" (2) STORY OFFIU, RESllROOMS, LUNCH, MANUFACTLRING 76'-6" 22'-0' 40·-o· l'!QIE;_ SMOKE VENT & EXITING 1'11LL BE REQUIRED TO PROVIDE FOR HIGH PILED STORAGE OF CLASS I-IV COMMOOITlES TO 20 FEET MAXIMUM HEIGHT. SPRINKLER CON T!1 1\CTOR TO COORDINATE OENSITY/GPM RATING, SMALL HOSE VALVES & STATIONS W/ FIRE DEPARTMENT TO CONFORM TO HIGH PILED STORAGE. X ' 0 I .... b I b - 3'/7' 40·-o · 23'-o" 1 B5'-6¥is" /\ CONCRETf LANDING & RAMP PER STRUCTURAL 36'-o" 11'-6" 11_ 9'-0" 1: 12 X 14'/14" 11 11 11 11 II I I II II II II 11 II II II II II II II 111 II II II 1,1 II II II I.I II 1:1 DOWN --u------------------ 11 1'1 i'1 i'1 i'1 1'1 II 1,1 111 I ~ 1!1 1:1 II II II II 1'1 I I.I 1,1 Iii M 1 1 1 i11 "( I "( 3'-6" 3'-6· I!. I!. FLOOR PLAN f3z"=1 '-0" 16'-01¥,s" 21'-8W DOCK-H IGH RETAIN ING WALL PER SllRUCTURAL ,-------------1 (30') I I I I I I I I I lr-0 I .:S. ANTICIPATED (2) STORY OFFICE (2) 3'/T SPECULATIVE LEASE SPACE I I I I I I (13,936 SF) I I I I I I L_ ____________ _ ----------- X 20'-D" 140'-0" (2) @ 55'-o" = 110'-o" ' 0 I b ' 0 I · ... 'b I "' • ~ 'b co I I "' °' --, -1 ' • 0 0 I I "or, "' = II • • ., 0 I I ;;; b ® ,::::;-i -1 I ' ' 0 I FLOOR PLAN NOTES 1. OFFICE AREA IS TO BE HEATED AND AIR CONDITIONED PER OWNER RE QUIREMENTS. SYSTfM TO BE BIDDER DESIGNED. ENERGY CALCULATION S AS REQUIRED BY THE CITY OF RENTON SHALL BE PROVIDED BY THE HVAC CONTRACTOR SH0\\1NG COMP LIANC E W/ THE CURRENT WASHINGTON STATf NON RESIDENTIAL ENERGY CODE 1994 FIRST EDITION OR AS REQUIRED BY THE CITY OF RE NTON. PERIMETER WALLS SHALL BE FURRED & INSULATED 111TH R-13 INSULAllON. VAPOR RETARDER SHALL BE PLACED OVER THE WARM SIDE (IN W1NTER) OF INSULA llO N. \\HERE "FACED " INSULATION IS USED 1'11TH WOOD STUD FURRING, INSULATION SHALL BE FACE STAPLED. VAPOR RETARDER SHALL BE A LAYER OF LOW U~STURE TRANSM ISSIVITY MA TE RIAL OF NOT MORE THAN 1.0 PERM DRY CUP. 2. WAREHOUSE/STORAGE/MFG AREAS ARE TO BE HEATED PER OWNER REQUIREMENTS AS SEM I-HEATED SPACE (8 BTU/SF), SYSTEM TO BE BIDDER DES IGNED. ENERGY CALCULAllONS AS REQUIRED BY THE CITY OF RENTON SHALL BE PROVIDED BY THE HVAC CONTRACTOR SHOWING COMPLJANCE W/ THE CURRENT WASHINGTO N STATE ENERGY CODE OR AS REQUIRED BY THE CITY OF RENTON. PERIMETER WALLS TO BE UNINSULATED (SEM I-HEATED SPACE). GAS SUPPLY PIPING TO PROVIDE FOR FULLY HEATED SPACE IN FU TU RE (SIZE ALL GAS LINES ACCORDING LY ). 3. SLAB AT THE ENTIRE BUILDING PERIMETER SHALL BE UNINSULATED. THE ENTIRE RO~ SHALL BE INSULATED \\1TH R-11 INSULATION (MINIMUM, VERIFY W/ DEVE LOPER/OWNER); EXCEPT ABOVE OFFICE AREAS PROVIDE R-21 INSULATION. CONTRACTOR TO PROVIDE MFG DATA ON INSULATING SYSTEM DESIGN TO PREVENT MOISTURE BUILD UP (PERFORATED, ETC.) 4. PLUMBING AND ELECTRICAL SYSTEMS TO BE BIDDER DESIGNED. PLUMBING AND ELECTRICAL SYSTEMS (INCLUDING INTERIOR & EXTERIOR LIGHTING FIXTURES) PER OWNER REQUIREMENTS. ENERGY CALCULATIONS AS REQUIRED BY THE CITY OF RENTON SHALL BE PROVIDED BY THE ELECTR IC AL CONTRACTOR SHOl\1NG COMPLIANCE W/ THE CURRENT WASHINGTON STA TE ENERGY CODE OR AS REQUIRED BY THE CITY OF RENTON. 5. ALL FINISHES (INTERIOR AND EXTERIOR), DOOR TYPES, TRIM, ETC.; PER OWNER REQ UI REMENTS 6. PROVIDE DOWNSPOUTS PER ELEVAllONS AND STORM DRAINAGE PLANS TYPICAL DOWNSPOUT SHALL BE 6" DIAMETER PVC. PAINT TO MATCH BUI LD ING. SCUPPERS SHALL HAVE 8"X12" OPEN ING (MIN.) AND 5"X9" (MIN.) OVERFLOW. 7. ROOFING TO BE 3 PLY CLASS B BUILT-UP W/ MINERAL CAP SHEET OR TORCH DOWN PER OWNER REQUIREMENTS (4 PSF MAX. DEAD LOAD) 111TH v." PER FOOT SLOPE. VERIFY ROOFING TYPE W/ OWNER SPECIFICATION. 8. REVEALS SHALL BE PLACED PER BUILDING ELEVATIONS. REVEAL DEPTH SHALL NOT EXCEED ,;,'' NET. 9. UNDER SLAB SEWER & WATER PER OWNER REQUIREMENTS, VERIFY W/ OWNER PRIOR TO SLAB CONSTRUCTION. 10. PRO~DE PORTABLE FIRE EX TI NGUISHERS (2A10BC OR BETTER); (1) FOR EVERY 3,000 SF OF BUILDING FLOOR AREA OR 75' OF llRAYE L DISTANCE. 11. ALL EXITS TO THE EXTERIOR OF THE BUILDING SHALL BE ILLUMINATED ANOSIGNED PER 1997 use SECTIONS 1003.2.8 & 1003.2.9 .1. THESE EXITS ARE DENO TED BY (T) ON THE PLAN. 12. EXTfRIOR DOOR LOCKS SHALL COMPLY W/ SECTION 1003.3 .1.8 OF THE 1997 UBC W/ MOUNllNG HE IGHTS PER SECTION 1106.3.2 AND SHALL ALLOW EXlllNG FROM THE INTERIOR OF THE BUILDING l\1THOUT THE USE OF A KEY OF SPECIAL KNOWLEDGE OR EFFORT {UBC 1003.3.1.8). 13. OUTLE TS, SWITCHES, PHONE JACKS, TO BE COORDINATED 111TH OWNER. 14. HOSE BIBS @ BUILDING PERIMETER PER OWNER REQUIREMENTS. 15. HANDLES, PULLS, LATCHES, LOCKS, AND OlHER OPERA TI NG DEVICES ON DOORS, \\1NDOWS. CABINETS. PLUMB ING FIXTURES, AND STORAGE FACILITIES, SHALL HAVE A LEVER OR OTHER SHAPE 1',1.j!CH \~L L PERMIT OPERATION BY WRIST OR ARM ?RF.SSURE A~JD \A'!--''S H D~£: NOT ?'. -~!J IR~ ":CHT GRASPING, PINCH IN G OR rnlSTI NG TO CPERATE. USC SlC. 1106.3.1. 16 . SPRINKLER CONTRACTOR SHALL COORDINATE SMALL HOSE CONNECTIONS 111TH THE QTY OF RENTON FIRE OEPARTMENT. • ::z 0 (./) ::z <( 0.... X w • u ::z --0:::: w co 0 I (..) ' co IF ,. r -,, ) CD ~ z 0 >-:z w "" 0 «: 0 er: er: w >- U) z O ! ~ 0 0 ,,. 17. PROlilOE PRE-ENGINEERED ROOF ACCESS HATCH PER OWNER REQUIREMENTS. t----------; DOOR AND WINDOW NOTES 1. ALL DOORS AND l\1ND0WS SHALL OF THE SIZE AND TYPE NOTED ON THE PLANS. 2. ALL EXTERIOR DOORS TO BE INSULATED 1:V." THICK HOLLOW CORE METAL DOORS WITH HOLLOW METAL FRAME, WEATHER STRIPPING AND THRESHOLD; EXTERIOR QUALITY PAINT FINISH; U VALUE 0.60; DOORS SHALL BE OPERAB LE FRO M THE INSIDE \\1THOUT lHE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. SEE DETAIL X/AX FO R FLASHING 3. EXTERIOR DOORS W1TH GLAZ ING IF ANY AND EXTERIOR GLAZING PER NOTfS ON PLANS. DOORS SHA LL BE OPERABLE FROM THE IN~DE l\1THOUT THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT. 4. INTERIOR DOORS SHALL BE 1%" SOLID CORE WOOD DOORS 111TH STAIN FINISH AND WALLSTOP, ; U VALUE 0.45; DOORS BET\11:EN OFFICE AND WAREHO USE SHALL BE PRO~DED 1'11TH A HINGE CLOSER AND BE OPERABLE FROM THE INSIDE (OFFICE SIDE) W1THOUT THE USE OF A KEY, SPECIAL KNOWLEOGE OR EFFORT. 5. INTERIOR \\1NDOWS SHALL BE SINGLE GLAZING 111TH WOOD FRAMES MANUFACTURED \\11H THE STANDARD OF CARE REQU IRED FOR COMMERCIAL OFFICE USE, STAIN FINISH. l\1NDOWS BETWEEN THE REV. OFFICE AND WAREHOUSE SPACE (IF ANY) SHALL HAVE DOUBLE GLAZING 111TH W AIR GAP AND DEFAULT U VALUE OF 0.75. DATf BY DESCRIP llON ::z <( _J 0.... 0:::: 0 0 _J I..J_ g ~ F' F >--w ~ i7i DATE DEC 1999 DRAWN BY G.MO DESIGN BY A.F.P. JOB NO. 99-037 SHEET NO. A1 C, R~P7 ' • 11 GRADY WAY ' ' 11 I j II . 18·-o· (±) ' ' ,, 7 6 20·-o· 11~· (±) GRADE TRANSITIOI FLASHING PER\ \~ LANDSCAPE SCREEN DETAIL 1/A2 ROPOSED (COLOR 2) ,, - 'o I ."' N . 20'-o" FIRE LANE !I I L - :1 • 12'/14' (COLOR 2) 5 i i (3) @ 31'-8" -95'-0" UNE OF ROOF\ BEYOND \ \ TILT-UP CONCRETE -\ ' -1'-0 " ======'i';:::=====d WALL PANELS \ J ~,r=====~=---l ' - mm~ 1 (COLOR 2) ,·:__ __ 1.::..8'_:0:._" --1--YI " RECESSED...,.,..~ 12'/14 ' (COLOR 2) '. A2 7 EAST ELEVATION- r32"cc1'-o" I I RECESSED ALUMINUM & GL ASS OFFICE FRONT, T ~ TEMPERED GLASS . ,. 6" 7 31' SY/ • 2 , ' _---11-REVEALS PER DETAIL 2/A2 (C OL OR 2) " ' ' . --t 0 0 87' 31\\s" 0 (4) 0 11s·-o· © 0 ~~A ' EXIS TI NG BU ILDIN BEYOND ~ t ~ ~ // .. - 0 -- • 0 • 0 I I in <O "' • 0 I in - • 0 I ~ FILASHING PER DETAIL 1/A2 (COLOR 2) - ---------- ' , .. / DOWNSPOUT, m1CAL (COLOR 2) / ' F.F. ' I I + (32' O") RIDGE @ F.F. TILT-UP CONCRETE~ \ + (ZS '-2") ---iBUILT-UP ' --/ _ ROOFING F.F. + (28'-0' WALL PANELS ___r----_s ~ f~ 12 f 1-,;::- I , / / . ,· / / / _, "/ / / / / / / // '////////// I v,(+) /,///,!'//// / / / / -, / / • 7 = ' I I RECESSED DOCK-HIGH TRU CK ING %~f!f) 0;iii, if&!i!i IJllf"' '"'"ilil' •4 ~w~1 :r;r~ 0r /<{Jf r1ii? ~0 : ;:;~10:7,;{ ifi}:i/i; y,~ % / •. % /Y~ ;,;;:;~ ./%,,;.t% /• d ;;;, ';/, ;-'.-,.-.%::--/,,,~,,, ,;:; ::.;,{:; yj/:;,f6] 0;%:·,-//..f ' I I ~ I ' I • I 0 • I 0 "' I ~ CJ//~/::/ ~~ b::;%!&1h "' ·gm \~<.{: I., &x:% - , ~/ /./,'/; ,~ 0w-tr: 1%:: /;}:.,-:1 ~ /, %t; 'l;0 ?/-'j i . ::.;,fJ;;f,fjJ'J? ~ <, :.~-7/'.-;j ,:// d% iii,~ i::@;;i;@0. ~ ~;, t v,jfx • --, ' ;~;p~ :¥sf$,~ ,------' 0 l!.!{::2]0:0 --t.-,-------~ I 0 11 ~;.;. ;.: ~IJI ;, I • <!l'l ,~~ @i :;r::;; «~ ,{ ;, ' ,.. . ~ REv£ALS PER I RECESSED ALUM INUM & 9/10' ' ' 9'/10' DE TAIL 3/A2 I GLASS OFFICE FRONT, T DOCK-HIGH DOCK-HIGH {COLOR 2) TEMPERED GLASS (COLOR 2) (COLOR 2) ~ i' WEST ELEVATION " ¥02 =1 '-0" ' APPROX IM ATE h I PROFILE OF // / //, '., ///// / / 185'-6,lo" FLASHING PER DETAIL . (COLOR 2) RIDGE @ F.F. ~ '/ ,/// / BUILT-UP ROOF ING / / // ELEVATED GRAD WAY // -------------- C ------ (2) 9'/10' DOCK -HIGH (COLOR 2) 76' -6" FLASHING PER DETAIL 1/A2 (COLOR 2) ---- ' ' / / , 3'/7' TYPICAL (COLOR 2) -------------- 14'/14' OHO (COLOR 2) i ------ [_ FlNISH FLOOR ----- REVEALS PER DETA IL 2/AZ (COLOR 2) NORifH ELEVATION ,1 "-1' i o" 732 -- 216' -6" RIDGE @ F.F. I+ (28·-2·) '-"' , '- '" "-1· o" 732 -- BUI LT-UP ROOF ING 140'-0" 5' (±) LANDSCAP ~~ ELEVA TED SCREEN PROPOSE D 'I GRADY WAY _,' :'i' ...J _, • • '· 0 0 I I "' -f:,7 }'.:: _j lJ 'o I -'Is ' J[i?lfbl ' ~ 0 ~% ~/:fJF I '° %.~ ·- DOll!<SPOUT. TYPICAL (C OLOR 2) t-i • 0 I n J I '° ~ . I 11 I 20'-o" \ 1s'-o" (±), FIRE LANE ' ' , / I ---' --\ ~~~ 7 D 61'-3¥ ... 12 v,( +) / ___ . ___ /_' // llLT-UP CONCRETE WALL PANELS • 0 I ·en 'o I en 11 • - • 0 I <D N ~ METAL FLA SHIN G (2 4 GA MIN ) 4X CANT STRIP BU IL T-UP ROOFI NG PT. 2X FASCIA ~---T BOAR D TO REMAIN I " / r ,, ·v II X \ A )1 / ...,,.--INSULA TIO N 1 1 , ·"' \ / \ / \)/" SEE FLOOR' PLAN LEVEL PE R 1 & 2/S2 ' ' 1 / I( NOTE 3 SHEET A1 \...____.,-\.._/ '--" GD SEA LANT PRECAST CONG . PANEL FLASHING DETAIL N.T.S. ALIGN REVEAL W/ 'RID CHAMFER @ WINDOW, TYP. EX TERIOR ~--'-r FACE Of ;.,c PANEL , ~'r---1 _,_______,,,~!-'<-·-~ 2X6 BRACE @ 24", LAP Wi 2X EACH END & NAI L W/ (4) 16d R-·11 INSULAT ION TO UNDERSIDE OF ROOF PL YWOO O 11 ~ 11 11 REVEAL DETAIL > N.T.S. P.T. 2X8 W/ )I"¢ EXP. BOLTS @ +'-0' D/C, 3)1" EMBED R-21 INSUL Sl\Xl 2 GLB, SEE X/SX EACH END SUSPENDED! 9'-0" A.F.F. CEILING t 2X6 @ 24" 0/C W/ LU26 EA END %' SHEE T ROCK SIDEWALK WHER E OCCURS 2% SOFFIT DETAIL N.T.S. SLAB PER PLAN 1-----1-----N'-'1 (,-, --"s---~-4----11 1 )2 • '"' I X REV. ,V g· J ---------SLA B EDGE TO BEAR ON NA Tiv£ NATIVE SOIL OR STR UCT. FlLL COMPACTED TO 95% (OVER EXCAVATE AS NECESSARY) OFFICE FRONT DETAIL N.TS. •• DATE BY DESCRIPTION • ::z 0 U1 ::z <::( 0.... >< w • u ::z ~ 0:::: w OJ 0 :::r: Jw u F' (/') ,= co 0 ~ tn ~ ::z 0 " 1-- <::( t > w __J w 0:::: 1 0 0:::: w J 1-->< w 0 w F' F J -w w ::c: V) DATE DEC 1999 DRAWN BY G.MO DESIGN BY A.F.P . JOB NO. 99-037 SHEET NO. A2 I I t I I \ ... J I I ' . \ \ C:j '···. r \ \ . !95.490 \ \ 1 VO~. 14/46 \ . 'l _ -<------r -< - I ; .. ;i ~ NP ~c ,,<>"0 . ,q, !;, \, C, G, cl' \~'\ '\ \"\;c, • --- \ RR "' ._ ' 1' ' a: 0:: u u <( a.. I 6 ~~.80 AC. LOCATED IN SECTION 24, T23N, R4E, W.M. RENTON, WASHINGTON I' .I .---: . ~ t.,-/I 17' C 10 ~A'-t)A~· 470 .f?o'c: •£ ' //,I, LQ, _ il1 - "' '. N 0 N t SOUTHCENTER VICINITY MAP 1"=2400(±) ~ -< L ,-._,._ ~ Fi -<. %_ REN TON 16 T f,c___..,S,_,_T..._ ___ _ ..s .s:,-.IJ.S~4pwt:;s11 .·-- I "' ' ' I " I ~: J .J l I 11 I ' ~ I (/) I ~ I_ ., NEIGHBORHOOD DETAIL MAP 1"=100' \ \ \ 1 J 1 1· ~I I_ -- \L\00 l'J\O~sTE~ ~E~Tow. , 11\/A ·-~ ·- :r ~T ;~ R l OR '5. s.1JJ. JOB TIT LE SCHOBER, INC. EXPANSION VARIANCE 1400 MONSTER ROAD RENTON, WA POE Engineering, Inc. D EVELOPMEN PLANNI N G C ITY OF R flL T ON Cl'lll & STRUC TURAL ENGINEER ING/CONSULTING 400 \lk:ST GO\lk: STREET, SUITE 310 KENT, WASHINGTON 98032 (206) 859-5121 / FAX (206) 859-5207 CITY OF RENTON DEPARTMENT OF PUBUC WORKS · NEIGHBORHOOD DETAIL MAP DE C 21 1999 RECE ED ::3-- \)0 -~ I 1---------· ·-----t-J--+--i::1roif'E::.::s::;;1G~NC:::::::==.,--------.------__J O"-DATE : MARCH 1997 FILE NO: 96-058 r,,-..._ 1----------------t---l---!--_jQD::!RA~W~N_:_:~G~.t4;MO~=C~=~~==-F::..:.:~==~ IJ CHECKED: AFP SCALE : 1"=1 00' FlELD BOOK: __ PAGE: \ > APPROVE D: DE SCR IP ! ION BY REV . DATE DIRECTOR OF PUBLIC WO RK S SHEET: Cf: I UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER IFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROPLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. BO>: 28 LF 18",i .0% ·~ "0 ~. ,r-D W. Efm / 18" RCP EL 21 72 l:::. = 05'34'57 R = 905.37' L = 88.21' 1~ EX. EDG E / ASP HAL T EX. CB RIM EL-25 .20' EX. ~AllP~, "' S 69'31'09" E / 11.12' 1 / \ / / EX CB RIM=25 51 I / ),/ i~I / / \ IE.=22.31 }-/ EX 18" / / \ ~ / \ FX FH /S / \ -'?: JJ/ // I \ s<;("k-0 '\~ . / /i ' ' % -( I \,; J§c~ !Wt I ~/ r». EX WMH / ; / · / TOP = 25. 82 I ( _ 1 ?fir« TO P /P IPE=20.32 / ;( / ;"" EX 1/MH ~ / /1 TOP =26 01 / / IE=2 4.06 1 EX 12'' -~ CONC l:::. = 88'49'46" R = 15' L = 23.26' l:::. = 21'10'10" R = 352.11' L = 130.10' EX . CB RIM EL=26. 13 ' 18" PVC NV.N.EL =l 9.94' ~., POL E 18" PVC l[N EEL=i 9 B9' ', 18" PVC INV.EEL=21 40 ',, NEW TAPS FOR~ HYDRANT & BUILDlf.!G WATER SUPPLY EX. 18" PVC IHV f{EL=2 1 28' ---- 18" PVC INV.S.E L=21.08' ~~.,.~ RELOCATE EX SIGN AS REQUIRED EX SS MH Rl fl,=26.01 I IE =19.5 1 / EX 8" PVC ___J (PARCEL A) ETENTION POND / NATURAL LANDSCAPING (2% t OF SITE AREA) 16,146 SF TOTAL • I "' I ~~LIMIT I 2N = 59'51'00" = 175.99' L = 183.84' I ,,.., I !'-',.._ I .... ; .......... " / /'? EX UTILI TY PULC:-! ~~DUMPSTER/RECYCLE / (10'x10' SCREENED) // EXIST _/ GUAROR .~I L c..-----TC: " ------~-------- DDCV & SPRINKLER RISER 20' (PA RC EL B) ® ( (SCHOBER INC., SPACE 17,618 SF) NOTE: EXISTING BU ILDING IS REQUIRED TO BE SPRINKLERED AS PART \ \ \ OF THE EXPANSION CONSTRUCTION VARIANCE SITE, L/S & UTILITY PLAN 1"=30' ' LEGEND DESCRIPTION NEW FIRE HYDRANT .*. AC PAVING CO NC . SIDEWALK I' ... : .. ·, ·I LANDSCAPING I c=.J I PARK IN G 0 EXlRUDED CURB RETAINING WALL VARIANCE SO UGHT TO REDUCE REQU IRED L/S FROM 20' TO A NOMINAL PLANTER WIDTH AS SHOWN (5' AVERAGE MINIMUM) TO TRANSITION GRADES AT ELEVATED GRADY WAY LANDSCAPING PROVIDED: EXIS11NG .0. INTERIOR . . .5,600 SF PERIMETER.. . .. 17,800 SF NATURAL (@ POND) ......................... 3,600 SF BUILDING HEIGHT: 32 · -o· (-) '8" W 15.09' NECESSARY OWNER INFORMATION: VECTRA, LLC ATTN: MR. DENNIS SCHOBER 1400 MONSTER ROAD S,W. RENTON, WA 98055 t RENTON ' 1-5 SITE DATA: SITE AREA ZONING OCCUPANCY CONSTRUCTION ............ . SETBACKS (REQUIRED): FRONL SIDE .. SIDE STREET . REAR SETBACKS (PROVIDED): NORTH SOUTH ..... EAST... WEST . BUILDING AREA: SOUTH CENTER VICINITY MAP 1"=2400(±) l . .3.23 AC, 140,625 SF .. .IM B, SI, F1 . .5N SPRINKLERED ... 20' ARTERIAL, 15' OTHER . .. NONE ... 20' ARTERIAL, 15' OTHER ..... NONE ........ 60' ( t) + R.O.W. .25' t R.O.W. ........ 60' (+) t R.O.W. . 60' (+) + R.O.W. '-:,, n "" (/) 0 :z (/) :E EXISTING .. EXPANSION .. 10,329 SF t 1,448 SF 2N D FLR .31,554 SF t 4,182 SF 2ND FLR ALLOWABLE BUILDING AREA: BAS IC. SPRINKLER INCREASE . SE iBACK INCREASE. ... . ALLOWABLE AREA ........ . PERCENT SITE COVERAGE PARKING REQUIRED: OFFICE. ..... . WHSE/STORAGE MFG .... TOTAL ...... . .. 8,000 SF .......... 300% (1) STORY . ...... JO O% 48,000 SF (1) STO RY 64,000 SF (2) STORY ....... 29.8% EXISTING 2,260 SF /300 .... 3,517 SF/1,500 ....... 6,000 SF/1,000 ....... 61 SPACES EXPANS ION 6,300 SF /300 17,436 SF /1,500 12,000 SF /1,000 PARKING PROVIDED. EXIST. PAVED AREA. .. TOT AL PAVING / WALKS TOTAL IMPERVIOUS. ..... 66 SPACES ( 4 H/C, 10 COMPACT) 18,200 SF ... . 40,996 SF . ...... 101,079 SF PARCEL NUMBERS: 242304-9037, 242304-9134 DATUM: ELEVA TI ONS REFER TO CITY OF RENTON DATUM (NAVO 19S8) AND ARE BASED ON ELEVATION 19.65, TOP OF MONUMENT IN CASE AT THE INTERSECTION OF OA KESDALE AVENUE SOUTHWES T AND SOU THWEST 7TH STREE T AND LISTED AS BENC HMARK NO. 1854 BENCHMARK SET FOR SITE USE AS FOLLOWS: BENCHMARK NO. 1: TOP OF CH ISELED SQUARE IN SOUTHWEST CORNER OF TRAFFIC SIGNAL LIGHT CONCRETE PAD ABUTTING LIGHT POLE PAD, ON WEST SIDE OF RELOCATED MONSTER ROAD, 175 FEET NORTH OF THE INTERSECTION WITH THE FRONTAGE ROA D, ON THE NOR TH SIDE OF HIGHWAY 405, ELEV. 25.02 SCHOBER, INC. EXPANSION 1400 MONSTER ROAD S.W. RENTON, WA POE Engineering, Inc. . CIVIL & STRUC TURAL ENGINEER ING/CONSUL TING · 1314 8th Street N.E., SUITE 102 AUBURN, WASHINGTON 98002 (253) 833-4052 / FAX (253) 833-4053 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS PH ( 4 25) 255-4000 FAX (425) 277-1872 EXP IRES 3/8/2001 VARIANCE SITE, L/S & UTILITY PLAN ,-------------t---J--j--j:'.Dc::ES:'.2:IG::.:N_:_:~A~.F~.P=. =!DATE: DEC 1999 FILE NO: 99-037 DRAWN : G.MO SCALE : 1'=30' CHECKED: A.F.P . FIELD BOOK:_PAGE: DESCRIPTIO N BY REV. DA TE APPROVED: __ """~~~~~=-SHEET: VI 0': 1 DIRECTOR OF PUBLIC WORKS