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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/31/2012TABLE OF CONTENTS SHEET DESCRIPTION C1.1 COVER SHEET AND SITE PLAN C1.2 EXISTING SITE CONDITIONS L1.1 LANDSCAPING PLAN, AND SITE DETAILS A2.1 FLOOR PLAN &SCHEDULES A2.2 ROOF PLAN A3.'I BUILDING ELEVATIONS A4.1 BUILDING SECTIONS & RESTROOM DETAILS S1.1 FOUNDATION PLAN AND DETAILS S1.2 FOUNDATION DETAILS S4.1 FRAMING DETAILS E1 /M1 SCHEMATIC ELECTRIC & MECHANICAL, BY OTHERS HYDRANT #H249 1p 3 -PORT F.H. & NORTH SIDE OF OLYMPIC C/ L OLYMPIC 51mT — — — — — — (E)WTR -- - (E)8 (E)WTR ----- (E)8 (E) (£)8 (E)WTR--7 (E)8 (E)WTR --- (E)8 (E)WTR ---- (E)8 (E)WTR ----- (E)8 - (E)WTR --&-- (E)8 (E)WTR --- (E)8 (E)WTR --- (E)8 (E),WTR ---- (E)8 (E)WTR ---- (E)8 (E)WTf? ---- -- (E)8 (E)WTR ----- (E)8 1 t 0 8" VV\ PUBLIC WAZIZ - BENCHMARK 1 (N) x/411 MF1FI21N (F) VAULT - I i IN for C" FOR PO1'MC WATER SIMY C„, 73.00  CONNECT' fO 5ANITMY SEWER A = i 9 ° fi' ,_ II:OX.292 c7 ! 1 ti (< I B ' %5W&MfN 12" VIA PLOLIC 5TORM N C) 8" ViA PLOT. -IC 5 WV I  ' ti' IN T , I'K CI (Y a 5i'KINGI%11,d SIGIFiGA11ON5 3g 511N 45' CLIpi3 GUT w  I 1 G 7  g L =12 4,19 FL W 468— Gh- -123.62 t. N!, O WI E WR POLE ,G MANHOLE r (E }5T (E)12 ---- STih ----- {E} (E)S {E }1i ---- (E)5T (£)1 (E T }12 --- ST (E)1 (E)ST (E)1 { Tkh- (E 1 (E STM- -- 12-- -- (E }ST (E)12--- T E 12--- (E) P 12 -- (E)St t E1 WM. E)ST - - (E)1s'`'`G` (E)5Tt1 ---- -_ RIM: 473.41 4`i'jg24Jt% "W E sS E E 8 s -- - .. -..... ..,, ..,,. M s - - -__ _ (E)12 ---- -- m t.. TfED ..... E 8 E) ET LIGH C ' ........... C ) L SCI' 0 0 2 0.13 15TI G : ` --_ate T o F.H, do CORNER, +- ' post   Rr SI ©F CUB a FD 5 j8„ & aLYMPIC sT, XI5i1N 2   S T 15 Xi511NG I 2 XI511NG WARNING STRi x— — —x— —.-, t ¢.... ..... - R.v --` ` -,.- WALK c, x WAZR Jitk —  x-- GATE GATE `"` .  G IRON REBAR 6" FX11~I. V C  ) 6 FXT12'1FV I . ' _.. UTT A, S 4 7' x x 1, POST $ °E, (7,fl E CURB W C 31 PKG SPAGFS - ' V1r, 4" 1CONVUIT ,NLETyrL`I IZFMC7VFp >'C 12 k .s FOI2 5I.o romF 12 13 14 15 16 V 17 18 19 20 21 22 23 24 25 26 27 28 29 -r  ry '+ IGN / I TM CIPCLII ATION 1N -.-  w x j \ x % P " ON 5,r0R AWAI`_K - ``.. \ - STORM SEWE N) i" VA1I2 5U1"'PLY AD l -- --1Z V C> A'i V1N11DN SWAT - _.....M.r.__ .... MANHOLE _.,..._ -•. RFFFIZ Ta 21 Li.i , RIM: 473.48 I THUS A & I3LOW_ _ , N) UILViNG . 6- ABS PIPE rAxLOT     .._. __.. _.... _..... ._.........._..._....._,— ••.- .E.: X ' 470.23' U I G % '"t l ...,...r.. ......... w.w. .,..yam+..., '°y. X103 ASPHALT . ; '< AREA + f ..'Ck L3A% 1 47 I T4 r X1%NG WARNING 5TRIP `i " I ' ,- I X FYJ%ING 6' HIGH > Ci3 LaCA1 , Po• Ha r & x :% C'AT PVC j I f END % L FFNC , (E)SS (E)4 (E )SS ---- -- (E)4 (E)4 VERIFY MPTH OF < ) 51 Mk i LLj ...._.. T A/ G W1RF ; i ,l < N) F.S. & IFiYI?I1SI 'ta t) 51X SfJi TFRNtMOVF N51'UG1JN I l, I RlSFR, 512 AS RFQUlI1 L PICYGL PAPKiNG 5PAa5 - ....... ~`  .. -„ r t ( ) 10,000 GALLON I T12A5H FNCIL SUM, >, 5TOPMWATR STORAGE TANKS  e F • w  - , + , IZFtZ r0 5FT T Ll .t I r t 16" I 'PATCH i ASPHAL r POSSIBL WATER INE 't 1h , SiGN IN51VF OF VaaI2 X 10  't' 1, ( 11 N E I r 35# 53, 32 31 ,, a GAI.1IlaN 11zUGK5 100 -2'    43 4Z 41 40 9 8,.. . -? ......,,.. : 48 '17 ae CONC ETE ! CAUTION X U < N) VVI rI 51'OP5, A5 NFFnFV - i XI511NG GATE }  _ t N) WHL I'OPS, A5 NVV  .- 7 , j t TRUCKS --x _._.x ---x ._... x ---x _---x .....x -. — x x— x-- x = x C ) , FX15T1 AS .,, ns 5rACF NO, 5 I r x-- x 11, 30 50 FT t ! 8 w i R t WI I- I :500 1 LLJ A%ING FANG ti S a 1 7 49 SIGN ON WALL i W  CAL1110N fiRUCKS "T LFT1rR'S , HlVRANf 5I.PLY LINT i f 51A> 1 NO. I Si'tD N .  THIN 13UILViN AS  SPACF O VVi G C?UI 50 NO, 2 s i I x 8,000 5Q F1' 2,000 5a Fr 9000 50 FT 1 I uj w WH I ;500 WH - i :500 Vm _ 1:500 < 2) LONGt t'M I WOM AMA X 16,0 4,0 IS,o I cl ,I x n y   I I 4 52 M511NCA PUIUANG '%' t i 19,00050 -ff,/ 5 -I OCC., TYPE 111 CONW , - 3 E45TIN6 I AVEn MA  S3 E)  NON- 5PRINKLXV PLIILPING t) cry XI51N(A G UIL_VIN I I 2 4 , / pFI? C01,51K iC1ION CC?CI,1MrI1T51 1AII. I5l5i,2 RI TAX LOT Q N 10,000 5a.rf, iI ilr ROOF WiLL OVFR,1 f1G " 50UM JW> FffT ' OF 11 11 fCK WELL AI,19 TH5 AMA V L C3F  , I 1 I I 55 HYk?t?Ai Il ICAl.Y 150LATC A,rF1 I'11MI'Fp i ©ice m I I SANITApI'VvP. / ? F 7 3 I  SPAS NO, I a AREA ASPHALT i 57 VIA -1:500 j ms's X , • VVGT OF PAVING -- c3 14 F ? j 25,5 i x_xt7x --x` x— x— x- - •- x-- x --x —x- Q `. / OS 1. .  *. A%NG 6' HIGH _I 22 X G/ L FNC N CONCRETE l 100'-6 1 1 I tr ' L. :• " X W5TOM Al C WHFIZ I AREA EL RFMOVFV FOG` CONSr x-floN , I ° I - PARKING: ORIGINAL PARKING REMAINS FROM PREVIOUS AND CURRENT USE. THE PROPOSED USE CONSISTS OF ti I 1,000 SO. FT. OF OFFICE AT 1.30}0 OR 1000/300 = 3.34 STALLS, USE (4). THERE WILL ALSO BE 4,000 SO. FT.  1 OF MANUFACTURING AT 1:500 OR 4000/500 = 8, USE (8). THE REMAINDER OF THE SPACE IS 39,493 SO. FT. ? - WAREHOUSING AT 1 :1000 OR 39,493/1000 = 39.5, USE (40).. THE TOTAL OF REQUIRED PARKING IS (52).  : - E I THERE ARE CURRENTLY (61) PARKING SPACES WITH (3) BEING ACCESSIBLE. WE ARE PROPOSING TO REMOVE THREE SPACES, N.E. PARKING, TO ACCOMMODATE TRUCK CIRCULATION. THE REVISED NUMBER OF SPACES IS (58). ' I I x CATCH PA-51N 15C E, ` I 201' -(7" 4" PVC   D s I r X ova m ro mocA -m C0Ncm1 _ - 1 BLOCK WALL 011r V OF F,p, _ _ -- _ _ _ ! WIfHIN E31A,ViNG, A5 MQUIM12 _ _ t x - 11.1PNI- AROUNL9 AAA  ~ GP AV L IXAINAriI E 9 APPROX, LOCATION ' i - % MWASI TIRING (F) STCIZNiWATF12 3 £ c QA. IN t CACGIi PA51 W/ N PIPING Nor AL1V INSTALL FII.TFpS iN t) x  }! I -- A1_{_ (l } C jjA , RIM d71.z5 v 3 N , 41 PVC IWV I' O1 x ST STM- -- M-- STM ----- ST STM- -- STNr— STM-- ST1vf — STth ---- - STM—— STl ST Tfvf =— STRd- ---- T ST s 6- , O 1 " + r  *•• ` PI?I - TIEATMN0 VAULT W/ t I ( w 51fL MFFIC 1p2OOF LIP CJ i ` 12FMOVF (F.) ASrHALT i I O .,0 , 1'N15 AMA & {3FLOW j x %o , z (N) MEOW& GRAVEL ! t CATCH UASIN To   TFSTFC 0 Q 1   a AREA {E) 1 X & I W5PEC1ION iNPICAT1;5 If 15 CO- "CTl;t7 Q I l { TO 5TORM 5FWF, PLUMBING CO ,ACTR ' TO VERFY. ASPHALT c`',7 a t 0 WASH PAP AREA(E) X (N) F,H, 5WrLY WNF, l7T C C -PETE I FItZF VEPAIZTMFNT TUr2WOM19 ,/ 1 EATING ENGINEERING L L C 159 EAST 16TH AVENUE EUGENE, OR 97401 VOICE (541) 242 -0613 BUILDING SPECIFICATIONS FAX (541) 242 -0614 "DIVISION 01000 - GENERALfi, 01060 CODES: COMPLY WITH THE STATE OF OREGON STRUCTURAL SPECIALTY CODE (OSSC), THE STATE OF OREGON MECHANICAL SPECIALTY CODE (OMSC), THE STATE OF OREGON RUMSING SPECIALTY CODE (OPSC), ' 8 E THE NATIONAL ELECTRICAL CODE (NEC), AND CITY OF SPRINGFIELD DEVELOPMENT CODE. CC 01100 PERMITS: THE OWNER WILL PROVIDE AND PAY FOR ALL PERMITS AND FEES. (j3 0 A 01070 SUBSTITUTIONS: CONTRACTOR MAY MAKE SUBSTITUTIONS OF PRODUCTS AND /OR MATERIALS HEREIN SPECIFIED UPON APPROVAL OF OWNER, ExPI s a -a 01410 VERIFICATION OF CONDITIONS: CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON ALL DRAWINGS AND AT CONSTRUCTION SITE BEFORE PROCEEDING, DISCREPANCIES ARE TO BE BROUGHT TO PROJECT TITLE THE ATTENTION OF THE OWNER AND THE ENGINEER PRIOR TO COMMENCING AFFECTED WORK. , M fn 01560 PRODUCT REPAIR AND CLEANING: REPAIR ANY ITEMS DAMAGED BY WORK OF THIS CONTRACT. CLEAN AND REPAIR ALL SURFACES PRIOR TO JOB COMPLETION. REPAIR OR RESTORE DAMAGE TO FIRST ADJACENT JOINT 0411 L_y1 OR EDGE, "DIVISION 02000 - SITE WORK 02200 EARTHWORK: REFER TO SITE PLAN SHOULD DOUBT EXIST AS TO BEARING CAPACITY OF EXISTING SOIL, TESTS I AT OWNER'S EXPENSE MAY BE ORDERED BY ENGINEER, 02201 GRADING: REFER TO SITE PLAN - ALL SITE IMPROVEMENTS EXCEPT FOR STRIPPING AT NEW ARE EXISTING. SiTEWORK CONTRACTOR SHALL VERIFY GRADES BRFORE COMMENCING WORK, ENSURE MAX 2% SLOPES P AT ACCESSIBLE ROUTE, 02720 STORM SEWER SYSTEM: THIS SECTION INCLUDES STORM SEWERAGE SYSTEM PIPING. REFER TO SITE PLAN, CONFORM TO REQUIREMENTS OF THE STATE OF OREGON PLUMBING SPECIALTY CODE. PIPING WiTHIN 5FT OF R BUILDINGS TO BE ABS OR PVC SHC 40 DWV. PIPING OVER 5FT FROM BUILDING TO BE PVC (ASTM D3040). ALL PIPE SLOPES 1% UNLESS NOTED. 02730 SANITARY SEWER SYSTEM: CONFORM TO REQUIREMENTS OF THE STATE OF OREGON PLUMBING SPECIALTY CODE, PIPING WITHIN 5FT OF BUILDINGS TO BE ABS OR PVC SHC 40 DWV. PIPING OVER 5FT FROM BUILDING TO BE PVC (ASTM D3040). ALL PIPE SLOPES 1% UNLESS NOTED, SANITARY SEWERAGE PIPING EXISTS WITHIN INTERIOR OF STRUCTURE AND EXTENDS TO CITY SEWER CONNECTION. _ LY 03010 GENERAL REQUIREMENTS: CONFORM TO AMERICAN CONCRETE INSTITUTE RECOMMENDATIONS FOR CONCRETE WORK. IF DOUBT SHOULD EXIST AS TO THESE REQUIREMENTS, REFER QUESTIONS TO THE ENGINEER. -`` CONCRETE SLABS AND FOOTINGS SHALL BE PLACED ONLY ON UNDISTURBED SOIL OR ENGINEERED FILL UP CONCRETE MIX, DESIGN, AND TESTING: COMPLY WITH REQUIREMENTS BELOW. EMPLOY CERTIFIED TESTING AGENCY FOR ALL SLUMP TESTS AND CYLINDER TESTS FOR ALL CONCRETE FLATWORK. HiGH QUALITY WORK iS INTENDED. DESIGN MIX TO PRODUCE NORMAL - WEIGHT CONCRETE CONSISTING OF PORTLAND CEMENT, AGGREGATE, WATER - REDUCING OR HiGH- RANGE WATER - REDUCING ADMIXTURE (SUPERPLASTiCIZER), AIR - ENTRAINING ADMIXTURE, AND WATER TO PRODUCE THE FOLLOWING PROPERTIES: WATER - CEMENT RATIO 0.50" ca COMPRESSIVE STRENGTH: 3500 PSI, MINIMUM AT 28 DAYS, (ASSUME 2500 PSI FOR DESIGN). SLUMP LIMIT: $ INCHES MINIMUM FOR CONCRETE CONTAINING HIGH- -RANGE WATER- REDUCING ADMIXTURE (SUPERPLASTICIZER), 3 INCHES FOR OTHER CONCRETE. AIR CONTENT: 5 TO 8 PERCENT, DIVISION 05000 - METAL 05010 METAL MATERIALS (STEEL): CONFORM TO ASTM A -36 OR A -325 V 05050 BOLTS: CONFORM TO ASTM A -307 OR AS RECOMMENDED BY METAL BUILDING MANURFACTURER 050$0 MISCELLANEOUS SHEET METAL: GALVANIZED 26 GAUGE STEEL EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED iN CONFORMANCE WITH STANDARD INDUSTRY PRACTICE AND THE CODE, SITE ADDRESS DIVISION 06000 - CARPENTRY 3661 OLYMPIC ST. SPRINGFIELD OR 06010 LUMBER: DOUGLAS FiR /LARCH #2 OR BETTER. AL DOOR AND WINDOW HEADERS SHALL BE 4X6 UNLESS NOTED 97477 OTHERWISE. POSTS: DOUGLAS FIRAARCH SELECT STRUCTURAL F.O.H.C, SOLE PLATES: PRESSURE TREATED DOUGLAS FIR /LARCH OR HEM /FiR. STUDS: DOUGLAS FIR jLARCH STANDARD OR BETTER WITH SIZE AND SPACING MAitING ADDRESS AS SHOWN ON PLANS. ALL FRAMING ELEMENTS iN FLOOR AND BELOW ARE TO BE PRESERVATIVE TREATED WiTH MIN .040 ACZA OR EQ TO FRAMING AND .060 ACZA OR Eta TO POSTS 3661 OLYMPIC ST. SPRINGFIELD OR 06060 CONNECTORS: SIMPSON STRONG TiE, OR APPROVED EQUAL, NAILING: ALL NAILING SHALL BE AS NOTED IN 97477 TABLE NO. 25-0 UNLESS OTHERWISE NOTED OR REQUIRED BY ENGINEER, METAL CONNECTORS SHALL BE INSTALLED NTH ALL NAiLS, BOLTS OR OTHER FASTENERS AS REQUIRED BY MANUFACTURER, NOTCHING: NOTCHING, CUTTING AND DRILLING OF STUDS, JOISTS AND RAFTERS SHALL BE AVOIDED WHERE POSSIBLE. DIVISION 07000 - THERMAL AND MOISTURE PROTECTION DRAWING TITLE KII 07200 INSULATION WALL INSULATION: (R -19) VINYL FACED (1 PERM MAXIMUM) HIGH DENSITY FIBERGLASS BATT INSULATION SHALL BE SECURED TO INSIDE (WARM) SURFACE OF GIRTS IN ALL EXTERIOR WALLS PER METAL L= BUILDING MANUFACTURER'S DETAILS. ROOF INSULATION: (R -19) ViNYL FACED (1.5 PERM MAX SMOKE DENSITY 200 FLAME SPREAD 25) FIBERGLASS INSTALLED PER METAL BUILDING MANUFACTURER'S DETAILS, 07920 CAULKING (EXTERIOR JOINTS): JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALL CAVITIES AND WINDOW AND DOOR FRAMES, BETWEEN WALL AND FOUNDATION, BETWEEN WALL AND ROOF, BETWEEN WALL PANELS, AT PENETRATIONS OR UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS AND ALL OTHER OPENINGS IN THE EXTERIOR ENVELOPES SHALL BE SEALED WiTH CLEAR, PAINTABLE, SILICONE -BASED 30 -YR RATED CAULKING. MUD SILL: BOTTOM OF PERIMETER WOOD SILL PLATE SHALL BE CAULKED AND GASKETED, DIVISION 08000 -- DOORS, WINDOWS AND GLASS 08200 DOORS STYLE: INTERIOR DOORS TO BE AS NOTED IN SCHEDULE, SIZES: DOOR SIZES SHALL BE AS NOTED ON PLANS, WITH TYPE, FINISHES AND HARDWARE AS APPROVED BY {OWNER FROM CONTRACTOR'S SUBMITTAL. ALL EXTERIOR DOORS TO HAVE AN AIR LEAKAGE RATING OF 0.37 CFM MAXIMUM PER SQUARE FOOT OF DOOR AREA. DOOR TOLERANCES. FITTING CLEARANCES: 1/8" - 3/16" AT JAMBS AND HEAD, 1/8" - 3/8" BOTTOM. HARDWARE SEE DOOR SCHEDULE ON DRAWINGS, 08950 TRANSLUCIENT WALL AND ROOF PANELS: ENSURE THAT SELECTED PANELS, THE AMOUNT OF AND LOCATION OF CONFORM TO 2010 OSSC REQUIREMENTS. EXISTING BUILDING DIVISION 09000 - FINISHES 09250 WALL COVERING: THE INSTALLATION OF GYPSUM WALLBOARD SHALL BE DONE IN A MANNER AND NTH MATERIALS AS SPECIFIED BY CODE. ALL GYPSUM WALLBOARD JOINTS AND IMPERFECTIONS SHALL BE FILLED AND TAPED, USING A BEDDING COAT ONLY, ACCORDING TO STANDARD INDUSTRY PRACTICE, ALL EXPOSED INTERIOR GYPSUM WALLBOARD CORNERS SHALL BE REINFORCED WITH METAL EDGE TRIM PRIOR TO TAPING. 09900 PAINTING: (BY OWNER) _ DIVISION 10000 - SPECIALTIES 10520 FIRE EXTINGUISHERS: CONTRACTOR WiLL PROVIDE 2A208C DRY CHEMICAL EXTINGUISHERS MOUNTED AS INDICATED DIVISION 15000 - MECHANICAL (DESIGN - BUILD BY VENDOR) DIVISION 1600 - ELECTRICAL (DESIGN - BUILD BY VENDOR) REVISION NO. DATE BY iD 3/10/2012 RZ O PEK F112 COVE, APPNFIIX 01, (E)CAT '14 8ASIN _ _ - -.0 F) 6VA\tVL rO HAVE PROOF IZCU, I 51T 1NFOKMA110N: I UIL.DING GOVT 5UNIMARYc o 4124/2012 RZ I FiGU 01103.1. 'A1Nfi 5T121p5 R: 4;I.S4' 9 - LIfi1L12 FI ILLY LOAMt2 48 000 FIRE LANE # fiiZLIGK, 1 3661 OLYN'1G 517 13U1LV1NG U5 ANC OCCt'ANCYCLA551F1GA11QN: ( _5/24/2012 RZ - N ON A5I R&1" TO VFI_IWATE & s. PI25iZVF A5 OPFNi' 47x.18' IN N6INMR5 PM%NC i MAP # 17- 02 -30 -00 LOT" # 0210'> ( r) I3u1LI71NG '', Sf'A #:!5 4; -t aGC,, 1103 CON51. (NO F.S.) C N) PUILViNG `t3', 5PAa # 5, & 63 5"I OCG., W/ 2,000 5.F. F -1 OCG„ X --.-_ 1 TaP WALL , `' h ' ` a CON  474.85 `` 1 475.68' SITE AAA: 135,8i7 5Q FT ILO/ FCTFFFK' TYPE IiR coNST. W/ Ni'PA 1W I3 FIRE 5PIZINKLNZ 5Y5,MM 58927'00' E 445.00' 4 ___ ' TOP WALL END C ) Uw1 Rog: 19,000 50 I'1' 14% PCT To PLANS FQ12 aCC1ANr LoA0I5 416.55` ,....,.,, , %o TE PIPE HYDRANT- — RT NNT ,. .,, e (F) AITA of PAVFMFNI' 60,2107 5Q F1' S9% PC1' o _ DATE 22 Fa%t3 2012 Or l0' - TO REti'b F.S. FLOW FED SlB IRON REBAR . _ _. 28,44' NFW AITA UN Ek R00r: 24,953 5Q F1' 18 PCi 1 a - , _ If i 20 0 S89.27'E, 1.00' E F) PAVEMENT 1"O It ITMOVFV: 5,184 50 F1' 47. PCT DRAWN BY Z TAX LOT MXLaT FROM TRUE COR.`11 CREF. MON} CHECKED BY 5r, PROJECT NO 12 -05 6400 6401 EXISTING TAX LO1' _ 'Date . BUILDiN07 67070 Received:, .... - U . Planner: SH 4 i NO11;5: 1) I&ICATION TO M p1=51GN-13LILp 6Y IN5TALLw, LNV50APE 5rECIFICATION5: 501L Pt2 %RVAflON: PIN15MV MEVA11ON OP 5W -PA`s 1"O IX 1241 (MIN,) MLOW PIN15MI2 6M.11LL 5LOaMe Ii MoUa .Y TO A VerTH OF 8" ( MIN.) r MOR TO PLACEMENT OF TOP501., PLACi 12" (MIN,) TOPSOIL OVK TILLt p 5LV6XAM. App 4" OF OlWAC MAZR K (HEMLOCK 6ARK CW5 OR PQ). App 15 -5 -10 MMLIZM TO tOP5OIL AT RA1>; 01~ 20 1-135 FOt21000 50 PT. TILL t0 A MPTH OF 811 rROVIM 2" 5Ht2 VMV PA & OVPP PLANT MV5 K-TR IN5TALLA1ION.PPOVIM tWGING TO %FAVATP PLAN mI25 FROM LAWN AMA5. PLANT MAZI:I&: PRZOVIIX ONLY W,&I Y PILL PLAN MATMAL Ar LOCA11ON5 5MCIfiP12. IIMC#ATION 5164 IPPl6iA110N SY aM WILL Vc FUY A XOMA1W N419 WELL rROVIM WM40 -WAV CCU ,MP O&IOA11ON WILL m u%p roR "W ANp Tt2 LOCA11ON5, ALL LA-MR& LINV5 W LL MVO "MAX WAIN VALVIr5. 5Y51MM 15 TO M M516NI 01JU2 PY IN5f&Mk. PtzCJVIpP 1"O Al2PA5. NOt' C'A55Y SWALP, 5LJ[35!l1iUT3ON5: OWW MAY 5Li3%Ti1Tl: PLANT MAT1;121AL5 TO Ntr; f CITY O 9MN6jFELp LAN5CAPP 5i'AN12AM5 A5 NOTEV ON PLAN. V,.VaNT 01,11WIN6 OR Wa OF PLANT my IQ ,q g x  5PACIN6 "p" ROW "A" 12 TRASH ENCLOSURE EAST ELEVATION rjfi' POZ GPOLIw COWR C? a SCALE: SCALE: 1/4" 36" O.C, 30,0' - VCR 9"5 5i'CI1T;n cp 48" O.C, 12 12PAIN W/ wr PPIMFK' 51 i s 1 1 1 PLANT SPACING DIAGRAM HINGE PIN5 EMIX12I2EI2 IN CMu PEP MNGE COMAC110P LAXI -I PY GATE rwvi ZEIz Q` L1.1 sce: E-: Nrs OIL & CMA5E FILTIZATION 8--811 1 1 , , i IT -0" 5Y5fM WITH 6110 OUTLET GIASE TRAP _..._. --- pt1Nfi IMNp1NG 24" SQUAB W/  "fd OK 6 "D OuTLE1' WITH HINGEI2 Lin 5A1 A'PILDVEI2 ASPHAT 19IPI2 OIL & MAS FILPA7ION SY51M 53* 5TAT APPIZOVEi2 - A5PW1..1' I21PPI2 SILT" ANC7 t2EI3iZ15 i . FLO GAW 15 A TMMAM CONLAINMENI"A1ZEA5 1, 0`0X FAMICASP MOM 10 GA/ OF AN2 MAN IFAGMI:2 C3Y E GKA5E -- WPLAGEA X At3501;Mf MATEPIAL KKISLAk ENTE "KISES, INC, 1w 1"OUCHF5 ' 2, PIM PIZOOF, NAVY t2UTY C PAf5W PENDING ) IVAFFIC GK'AS 5uPPOk 5 AA5HO ST MNFP H20- 516 -44 LOADING -- ---_ PLO -GMV"A FIVEIZ IN5eff ( MOREL FF24t2) NOpI N $ A - 51Lf AN1212EM15 Af G%F 1, PIKE VROOF, MAVY 12 pLAGA43L COWANWNt AA5 • , MO 5112E5) T MFIC GIM1r: 51,PrCRf5 AA5HO A050IMN -r L H20- 516 -44 LOAl2IN6 ,•: R GREASE TIZAp 2. FLO - FILTEP IN5F1 L , W/ HINGEt7 LI12 HIGH FLOW PYPA55 (MOM FF2412) WITH HIGH GI(35ON DEL L3A51N5 FLOW PYPA55 247 WA51IN00N 5f, pi F131 511FFENFKS MR 13012Y / V1,M I:, (V 97401 ( 511) 687 -6672 AfrAGHM f' . SC L42 P AMONI2 PLAZ LIP (fax 54) 6B7 -oo33 V4- souaR S 4. C30X FAI3KICmv FizOM 10 IZ "L6 WOVEN GA. MATERIAL M55H FILff-IZ POVY GIL350N 51151, I3A5IN5 3 SINGLE COMPARTMENT CATCH BASIN 4 DOUBLE COMPARTMENT CATCH BASIN L 1.I SCALE: N.T.5, L 1.1 SCALE: N.T,5. 9'-4" CHAIN LINK • GATE, 100% 51S ,• Ot35C1.ZING, Willi MAGNETIC LATCH J #4 W13AR 1811 O.C. a o , 1   ' 1 if WCYCL  ANCHc c CONr WIZ5 MAIN W/   , 2/ SLOPE a SLOI   _ 1 7 t TkAP P'RIMFIZ 13 ; I Nt 41 r CONCRETE 5LM OWR  i' 1! 1  6" COMPA: 1U C12U5HE12 kO 1 11  ? ao   a      Q17--11 . 17-011 I2' 11 -0 # I20UVEL 8XBX16 CMu # POML 48t1 O.C. a 48" O.C. b TRASH ENCLOSURE PLAN VIEW 7 FOUNDATION PLAN SCALE: SCALE: 1/4"= i'-0" 1,1.1 SCALE: SCALE: 1/4" = i' -0" 2" CMU CAP 8X8X I6 CMu 51TE PAVING L30NI2 MAM ( 2) # 4 COW, PONb MAM ( 2) #4 CON r, #5 W,MAi 48" O.C. VEKL, PONP KAM C 2) # 4 COW, t----------------`------`-------`------------------------ 81 -811 26 CIA HI -RIL3 ROOFING ( 2) #4 CONt, 12 TRASH ENCLOSURE EAST ELEVATION rjfi' NORTH ELEVATION 1,1.1 SCALE: SCALE: 1/4" =1' -0" 1,1.1 SCALE: SCALE: 1/4" #5 COV1L cp 48" O.C, 12 12PAIN W/ wr PPIMFK' 51 i s 1 1 4 ITII3AP t IS" O.C. HINGE PIN5 EMIX12I2EI2 IN CMu PEP MNGE COMAC110P LAXI -I PY GATE rwvi ZEIz Q` I8" TO PLOLIC 5ANItAIZY 5EWEIZ 8--811 1 1 , , i IT -0" L30NI2 MAM ( 2) # 4 COW, PONb MAM ( 2) #4 CON r, #5 W,MAi 48" O.C. VEKL, PONP KAM C 2) # 4 COW, t----------------`------`-------`------------------------ 81 -811 OWN 1 w VOICE (541) 242 -0613 FAX (541) 242 -0614 2" CMu CAI' --\ : c BXSXI6 CMu ( 2) #4 CONt, 12 TRASH ENCLOSURE EAST ELEVATION rjfi' NORTH ELEVATION 1,1.1 SCALE: SCALE: 1/4" =1' -0" 1,1.1 SCALE: SCALE: 1/4" OWN 1 w VOICE (541) 242 -0613 FAX (541) 242 -0614 2" CMu CAI' --\ : c BXSXI6 CMu PON12 KAM ( 2) #4 PONP L3E ( 2) #4 #5 MIM 48" O /C. L30NP 13F ( 2) #4 T15 PAVING # 5 pw -. ------------------------------------------- ------------------------ - - - - - -' 0-4811c TRASH ENCLOSURE WEST ELEVATION SCALE: SCALE: 1/4"= V-0- 15 SOUTH ELEVATION 1,1.1 SCALE: SCALE: 1/4" PON1213EAM _ < 2) #4 COW. # 5 M 3AR AI" 48" O.C. VEIL, 60N12 06AM < 2) #4 CONE, SECTION SCA1..t: SCALE: 1141'= 1' -0" 2" CAA iCAP J YYly.lr VI+TVIVV rV1U / r 26 6iA HI -RIi3 k0OFING L6ON12 BEAM ( 2) #4 CONt, 8XBX16 CMu #5 COV1L cp 48" O.C, 12 12PAIN W/ wr PPIMFK' 51 i s 1 1 4 ITII3AP t IS" O.C. 1 PON12 KAM ( 2) #4 PONP L3E ( 2) #4 #5 MIM 48" O /C. L30NP 13F ( 2) #4 T15 PAVING # 5 pw -. ------------------------------------------- ------------------------ - - - - - -' 0-4811c TRASH ENCLOSURE WEST ELEVATION SCALE: SCALE: 1/4"= V-0- 15 SOUTH ELEVATION 1,1.1 SCALE: SCALE: 1/4" PON1213EAM _ < 2) #4 COW. # 5 M 3AR AI" 48" O.C. VEIL, 60N12 06AM < 2) #4 CONE, SECTION SCA1..t: SCALE: 1141'= 1' -0" 2" CAA iCAP J YYly.lr VI+TVIVV rV1U / r 26 6iA HI -RIi3 k0OFING L6ON12 BEAM ( 2) #4 CONt, 8XBX16 CMu #5 COV1L cp 48" O.C, 12 12PAIN W/ wr PPIMFK' 27- 12MN 10 55 4 ITII3AP t IS" O.C. 6" COMPAM12 CRU5M V SOCK BASE I8" TO PLOLIC 5ANItAIZY 5EWEIZ 8--811 wp PRMIEP PFv CO?E PROJECT TITLE R O EGGN ±8 ,'._ O Air ORGAN4G- I 1 E 1At/ ['CUY`tM lCiC [Y V A E i SITE ADDRESS 3661 OLYMPIC ST. SPRINGFIELD, OR 97477 MAILING ADDRESS 3661 OLYMPIC ST. SPRINGFIELD, OR 97477 DRAWING TITLE i i -1 i k } i S P { 1 I 1 REVISION NO. DATE BY D 3/10/2012 RZ Q 5/24/2012 RZ E F DATE 22 LFa 2012 SCALE DRAWN BY I'Z CHECKED BY 5K E PROJECT NO 12 -0 } SHEET No.