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Home My WebLink AboutPlan, Final APPLICANT 10/24/2012TABLE 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 77 TABLE 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 PIAN A3.1 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 t OREGON'Sl ONLY ORG/,kNlcs 'o 13661 OLYMP-IC STREET SP�RINGFIELD� REGO.N NEW WAREHOUSE AND PRODUCTION AREA BUILDING SPECIFICATIONS ADIVISION 01000 - GENERAL 0`.060 CODES: COMPLY WITH THE STATE OF OREGON STRUCTURAL SPECIALTY CODE (OSSC), THE STATE OF } (� !��'} ('"} OREGON MECHANICAL SPECIALTY CODE (GMSC), THE STATE OF OREGON PLUMBING SPECIALTY CODE (OPSC), `-' 2 `'' ` `'� 6 `'' THE NATIONAL ELECTRICAL CODE (NEC), AND CITY OF SPRINGFIELD DEVELOPMENT CODE. 01100 PERMITS: THE OWNER WILL PROVIDE AND PAY FOR ALL PERMITS AND FEES. HYDRANT /(H249 R=373.00' 3 -PORT F.H. & NORTH+. 01070 SUBSTITUTIONS: CONTRACTOR MAY MAKE SUBSTITUTIONS OF PRODUCTS AND/OR MATERIALS HEREIN j, SIDE OF OLYMPIC A =19.04' 39 - - - - -- - - k/ I, aympiC 5TMT - - - - - - L + =124SPECIFIED UPON APPROVAL OF OWNER. --- .19 (E)WfR-- {E}8 (E)1NTR--- (E)g (E) (E)8 {E}W7R-T (E)8 (E)WiR-- (E)8 {E}WTR ---- (E)8 (E)WTR -- (E)8 (E)Wi (E)8 (E)WTi�--- (E)8 (E)WTI�--- (E)8 (E)WrR----- (E)8 (E)WTR— (E)8 {E)WTR-- (E)8 (E)WTR — (E)8 -�_ - Ch =1 'Z' 3, 6 `L' 01410 VERIFICATION OF CONDITIONS: CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON (I) 8" FIiAPLV1.IC WRTBtZ 13BNCHMA3Zf'. CE)NrrQ ��{E}a `' N80`2830W ALL DRAWINGS AND AT CONSTRUCTION SITE BEFORE PROCEEDING. DISCREPANCIES ARE TO BE BROUGHT TO '`-- {E)yyT ``'' THE ATTENTION OF THE OWNER AND THE ENGINEER PRiOR TO COMMENCING AFFECTED WORK. CHISLBa 5QLlA C N) .5/a" WTFR INC B> VA I -T Ce ( TOP G! d33 POR p(71'A e WATI;IZ 5UPPLY ) �--- (E}$ SAS' w amiTY P�OVIl kl 0; 560 PRODUCT REPAIR AND CLEANING: REPAIR ANY ITEMS DAMAGED, BY WORK OF THIS CONTRACT. CLEAN AND v 6 CONN15CT TO 5ANITAPY SBMR Ci }��'� REPAIR ALL SURFACES PRiOR TO JOB COMPLETION. REPAIR OR RESTORE DAMAGE TO FIRST ADJACENT JOINT h 6 �0 MR CITY OR 5PPIWIFi a 5R2..5PPCIFICATiON5 {�}a OR EDGE. Pt;OX, 292 ( Ir) IZ" alA Pl;<3LIC STCNZM N CB) 8i1 t21A PLOL1C 5IrWPtZ b�ti Phi �T#Nst ^�. }tv�r�-.�� t 5T1 45` CLW CUf �, �✓ ,o bac 1ryg FL W 468 %V -B 191;TAIL, 2/LI,! y 0700 MEANS AND METHODS OF CONSTRUCTION TO CONFORM WITH THE FOLLOWING CRITERIA FROM LEED 2009 NEW b MANHOLE f (E)S7 (E)1? STM--- (E) (E) (E)12--- (E)ST M-- - (E)1 {E T }14-- ST (E)1 (E)ST (E%1 ( M--- (E 1 (E STM--- t2-- (E)ST (E)12-- E 7?— {E) Cl 3-- (E)ST E�E WR POLE )S (E)12-P��G (E}STM E t �G KIM., 473,01' A O� �� I CLK & I AIiZ�`1 `� i �2 CITY OJT CONSTRUCTION & MAJOR REMODELS. TPED ss {£� "�s () �- bio ! '� a} SS PREREOUiStTE 1: CONSTRUCTION ACTIVITY POLLUTION PREVENTION, -- „ ... ti SpRfN ,GI'1BLp 51'ANt7A�1 1�1CAT10N5 (E)s E) Er L1CH 5} MR CREi71T 2 CONSTRUCTION WASTE MANAGEMENT. DiVERT 75% OF NON -HAZARDOUS CONSTRUCTION AND F.H. & CP,RNESR, Xl5T1NG L�_,_J-X-7 �'CB) LSGt' 0 00 1 Xi G C NOTEALL GATE LO(1;55 V L TE n "" �-�•ONCA'rCONCh'E7,c! (N) F,5. 5LMYUNM, DEMOLITION DEBRIS FROM LANDFILLS. OLYM CS " PST ''�... SID CU/� �lCONTAIN A FU3LIC WCCS Lam, E �y g b AS5TTiZ�l 45TING I%2 1~XISfiNG WAf'.NING 5 _ _ --- t -- wF 1RRV AL A WATBk - - - - x- t1 x� - GATE GAT"`- .•..��` �- K ANO FD ON REEiAR DIVISION 02000 - SITE WORK C �) 6" l:X a C x — ) 6 i;Xit2LR?BI7 �`"� -� ..(C} 1 f2 13 14 15 16 &� I v f; x 'Su NOTE' ALL GATIr LOCKS L � 17 18 19 20 21-77 472.75 G\001AN6 •Iii EA5T TIM FFST GP VE 320 50 FT I t WORK. IF DOUBT SHOULD EXIST AS TO THESE REQUIREMENTS, REFER QUESTIONS TO THE ENGINEER, 27 28 <�) PKG5PA�5� MOVI;a PC»z T�LICK GIPCULAfION ^o P 2 v 25 26 29 POST I- Q lUTTER S847E, 0.07' 0.200 EARTHWORK: REFER TO SITE PLAN SHOULD DOUBT EXIST AS TO BEARING CAPACITY OF EXISTING SOiL, TEST'S 11 I �PP ffl �^ ' INLEB zti AT OWNER'S EXPENSE MAY BE ORDERED BY ENGINEER. alt': � cDNau1T �� _ �=•...:.�~ FOR 5w Po*IZ > 1 _ '�G 0'2201 GRADING: REFER TO SITE PLAN -ALL SITE IMPROVEMENTS EXCEPT FOR STRIPPING AT NEW ARE EXISTING. �oNI P1;MOV� <E) A9'HALf 5TCZ WA - ` SiTEWORK CONTRACTOR SHALL VERIFY GRADES BEFORE COMMENCING WORK. ENSURE MAX 2% SLOPES P PAD THI5 AZA & GLOW MENTION 5WALB MANNHOL SEWER AT ACCESSIBLE ROUTE. ( N) PUILPING tZ miz TO 2/ W.l rr -- RIM: 473.48' ! CONTAIN A PU3LIG WGiGc. " WORK ARBA__ _ C T N "`_ '_""" 8" ASS PIPE 02720 STORM SEWER SYSTEM: THIS SECTION INCLUDES STORM SEWERAGE SYSTEM PIPING, REFER TO SITE PLAN. -- -- - LE.: CONFORM TO REQUIREMENTS OF THE STATE OF OREGON PLUMBING SPECIALTY CODE, PiPING WITHIN 5FT OF X fAX LCIT I ALL tG) CATCH3A5N5 _ CN) I" WAST R 5L&'PLY ., ( 70.23 BUILDINGS TO BE ABS OR PVC SHC 4Q DWV. PIPING OVER SFT FROM BUILDING TO BE PVC ASTM D3Q40 . 4 IAVI: 3EI N IN5MC i? & ( , 11 { } # 2103 -. ASPHALT �, NEW 5AN, 5PiV k UNI~ PUMPFa CATCH �ASiN 20 , ALL PIPE SLOPES 1% UNLESS NOTED. x CONTA}NpVICcA3L>; FILtF,pS I ASP AL ti CONNBCT CB) 5> SEI; aPTA1L I/ LH ;i NCHVRAM 1 ! OP WALL~�� x s �XI%NG WAIZNiNG STRIP AREA % b�°' 1 - 0 END 02730 SANITARY SEWER SYSTEM: CONFORM TO REQUIREMENTS OF THE STATE OF OREGON PLUMBING SPECIALTY �x %NG 6 HIGH - c l;) Cly LOCAlt, POMOLB & 4 13' , WRIFY MPTH OR ( B) �WWR PIZDVl19B PULL CUf-OFP 1 , , - CODE. PiPiNG WITHIN 5FT OF BUILDINGS TO BE ABS OR PVC SHC 40 DWV PIPING OVER 5FT FROM BUILDING ' C/ L FONCI; (E)ss (E}4 (E}ss (E}4 (E}ss (E)4 A ! Tt2LICK WILL , aOGK p i5 ti 469.83' TO BE PVC ASTM D304p . AL 9f La5 ON OUTaOGk LI -- - _r- ss -ss -u- ��_u__ _ -� COMP t BOT OF DITCH UP ; ( } L PIPE SLOPES 1% UNLESS NOTED. SANITARY SEWERAGE PIPING EXISTS WITHIN x W <B) 51X SHOKi-TBPtV1 P •- ------ 1 5UMP W/PUiAP INTERIOR OF STRUCTURE AND EXTENDS TO CiTY SEWER CONNECTION. 51CYCLB PAlZKING SPACES BL 1 SI MIZ WNB s s ` -� THtzt fr i LOCK5 A5 W-01 12 x C/ TO � !I `# r. 1 --- ----- -•� 0:010 GENERAL REQUIREMENTS: CONFORM TO AMERICAN CONCRETE INSTITUTE RECOMMENDATIONS FOR CONCRf TE i C, L I Go &a as us as- - as-� -Am- 06- 0114-- 015 - PATCH i ASPHALT POSSISL WATER INE _ 35 34 32 BNGLOSLtZB 10 44 43 42 4I 40 39 38� 31 ��4,mTO SHAT U.I `� CETE � b XRl i 9 l C N) Wi L %dV5, A5 (N) W -EI= 9rOP5. A5 i EI MP X �tiFINISH FLOOR I 8 BXIStING FBNCl; � f - C IW P 472.43' P 516N ON WAIL X ` n IICAUTION TUCKS'I i � �' di1 LFTTBPS CSB aBiA10 6 50 x 1 4 "NO PAk aI FIM LAMB" I v M51ING PULPING 13 SIGN ON r�Cmt 5119);5, Pi: 9,00050,K rim Com 19103.6 X 5 1 OCC., TYi'i;1i13 CON5T; C 5 CiPTA1L) X x �. "' f r � NDN-5t'IJNKLPa t3UIL01NG P =1 4 v 52 v �X1511N6PUIWING 'A` o vvH -1:500 P CAM fud. CUT' -OFT= ii" 10,000 50.r -r.{8 O 51-NL125 ON OWVODT` 1I6Hf5 ix 3 sr1:500`n� i 45TlNG PAVBV MA E) 191 z x J ® ' 1211 12" (B)CP U I 2 ALL (E) CATCH 13A%5 x vl 3i EN INSFcrl? & w; NO NO o n COWAN T5EpVICFA3Ll; F(I t> p5 �` PARKING PARKING R. UA �§ x I FINISH FLOOR K �} 472.43' V 56 FIRE LANE FIRE LANE z NOTE: ALL GAS LOCK5 L 5�' � 1516N ON 101-I 51M5 512 ' . CONTAIN A PLl3LIC W N Com. SIGN 111°B 'IA'' 5IGN TY,PB 111, rim Com o.!�h b� �. N2a OF PAVING 58 - - IrX1511NG _x x—x—x—x—x—x—x-� 'x—x—x l2BMOVI; POOR, 5112ING & 61MAPGVIr, FOR 0 BX15t1NG 6' HIGH 1-1711 1 MOVING FYJ%NG TANK5 TO MW SUILPING •� C/L P!sNG1; 1 V,I,F. „ 100' - I t 1If 2 --- --..��.__ _ ._--_—_—�_._.._------ ----_——_------------ P P } 4 o� 1 • � _ �A S 4,10�� Ir 1 N 1 A?MOX, LOCATION OF ALL C F) CATCH 3A51N5 5TOPMWAI'EP PIPING C B) %ORMWATPR HAVE 3EFN IN5PeCTN2 & (E)CATCH BASIN 1t PIPING NofALTB12Ba CONTAIN SEpVICeVLi FILtEFS RIM: 471.26' ST STM STM— STM-- ST STM STM — STM-- STM-- STM — STM-- ST STM--- STM— STM— ST ST N \ M-fg�AT;M%f VAULTW/ � 5t1 ];L tpAFFiC FpCKF Unj ASPHALT !!! cn � AREA(E) 50'Z3 CATCH t3A% HA5 3EEN V15 ALLYCON RETE 5CC?' ", CONNPMING ITLCCJNI\fC1W F 2 Q�ecG TO 5TGpM15DWPp, (E)CATCH BASIN 472.60' ( P) WASH Pv, Aa R RIM: 471.54' . �4c9� (� " .474.1 TOP ---'' S89 27'00"E, 445.00' 475 416.56' PARKING: ORIGINAL PARKING REMAINS FROM PREVIOUS USE. THE PROPOSED USE CONSISTS OF 1,000 SQ. FT. OF OFFICE AT 1:300 OR 1040/300 = 3.34 STALLS, USE (4). THERE WILL ALSO BE 4,000 SQ_ FT. TAX LOT OF MANUFACTURING AT 1:500 OR 4000/500 = 8, USE (8). THE REMAINDER OF THE SPACE IS 39,493 SQ. FT. 6400 WAREHOUSING AT 1:1000 OR 39,493/1000 = 39.5, USE (40). THE TOTAL OF REQUIRED PARKING IS (52). `HERE 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). -- 15/ 51.2 tH: POGF WILL 5PAa NO, 4 472.75 G\001AN6 •Iii EA5T TIM FFST GP VE 320 50 FT I t WORK. IF DOUBT SHOULD EXIST AS TO THESE REQUIREMENTS, REFER QUESTIONS TO THE ENGINEER, IWCK WELT, AND THI5 MA WILL M WH -1:500 150LAIW AW FUMPEt2 1 1 1 i 1.0 L- t ILICALLY O?I 5ANIKAW!5cWN 152`-9" -----J i 1 SUMP&CATCH PPON PUMP CONCRETE MIX, DESIGN, AND TESTING: COMPLY WITH REQUIREMENTS BELOW, EMPLOY CERTIFIED TESTING i BAtPGI:NCY 5HUf-OPF N I UnLia rLLLY LOAMP 48,000# Tau, !6" AGENCY FOR ALL SLUMP TESTS AND CYLINDER TESTS FOR ALL CONCRETE FLATWORK, HIGH QUALITY WORK IS 516N IN51ai; OP 120OIZ cn "CAUTION TRUCK511 ' 7 O I INTENDED. DESIGN MIX TO PRODUCE NORMAL -WEIGHT CONCRETE CONSISTING OF PORTLAND CEMENT, (5El M-rAl.) ! .:( 2) LONG SRM `PICYCLB PAWNG 5PACB5 I NSW PUIWING 'C' _ I 472.75' 24,728 SOff, � I ((�� TIf CAUON I I 5PAa N0,5 N 1 12,924 50 PT j 1 WH -1:500 j ! l 6.0 i 75.68' 1 v I i i 5 --------- ' 1 FFE 473.00' i � I i � �� I C i) L KVM Poor: I � 1 � I I 1531-d11 '1 N 1 I In I I 5 1 72.83''- --- FFE 472.83'_"_ v 5 , FFE 4 3,00'1 I t NEW CONCRETE SECONDARY CONTAINMENT AREA SLAB. 1 1 5PAa NO, 6 t 10,968 50 Ff VVH -1:500 1 1 I CONTA1NMt~Nf AT' A, 10,217 S.F. 1 a 2" L70WN . 12,738 GALLONS 1 N I N ( I (!7) 10,000 GALLON I STORMWATEP IZBCOWW IANK5 �t 811 PVC 611 Py AST ASfM 193034 F E 473.00' i _Q, 008- ?5080 MISCELLANEOUS SHEET METAL: GALVANIZED 26 GAUGE STEEL. EXTERIOR OPENINGS EXPOSED TO THE WEATHER wr FL 471.09•/ 472.75 WORK. IF DOUBT SHOULD EXIST AS TO THESE REQUIREMENTS, REFER QUESTIONS TO THE ENGINEER, RAIL C N) F.5. SUPPLY CONCRETE SLABS AND FOOTINGS SHALL BE PLACED ONLY ON UNDISTURBED SOIL OR ENGINEERED FILL. i 1 iR15NZ, `Pia A5 MOUIM12 CONCRETE MIX, DESIGN, AND TESTING: COMPLY WITH REQUIREMENTS BELOW, EMPLOY CERTIFIED TESTING MILVING Com 5UMMP+IZY: SLOP 0.5% - '1 IR 11�f FIRE i._AI V12 UnLia rLLLY LOAMP 48,000# Tau, !6" AGENCY FOR ALL SLUMP TESTS AND CYLINDER TESTS FOR ALL CONCRETE FLATWORK, HIGH QUALITY WORK IS 1 ' 7 O I INTENDED. DESIGN MIX TO PRODUCE NORMAL -WEIGHT CONCRETE CONSISTING OF PORTLAND CEMENT, IN �N INET R5 M5BNCB ! MAP # 17-02-30-00 LOT # o2to3 AGGREGATE, WATER -REDUCING OR HIGH -RANGE WATER -REDUCING ADMIXTURE (SUPERPLASTIOZER), AIR- (15) MILPING 'P', 5PAa #3 & 4: 5-1 OCC„ TYFP Ilia CONST. (NO F.5.) I i oh ((�� TIf CAUON ENTRAINING ADMIXNRE, ANO WATER TO PRODUCE THE FOLLOWING PROPERTIES. WATER -CEMENT RATIO :0.50. (N) PULPING 13% 5PAa #5 & 615-1 OCC., W/ 2,000 5.F, F-1 DCC., - COMPRESSIVE STRENGTH: 3500 PSI, MINIMUM AT 28 DAYS, (ASSUME 2500 PSI FOR DESIGN), SLUMP LIMIT; 8 �` P� C N R 1'1- �� 474.85' i 75.68' S1Tr AICA INCHES MINIMUM FOR CONCRETE CONTAINING HIGH-RANCE WATER -REDUCING ADMIXTURE (SUPERPLASTICIZER), M 1113 CON5T. W/ NFPA TYP1513 PIM 5PPINKLBP 5Y5TFM � �� 3 INCHES FOR OTHER CONCRETE. AiR CONTENT: 5 TO 8 PERCENT C i) L KVM Poor: I i � Gln CONCRETE SEALING: APPLY 'DAY -CHEM SURE HARD' BY DAYTON SUPERIOR TO ALL CONCRETE < E) APIA OF FAWMBNT: 80 210 50 FT 597- FC -1 SURFACES WiTHIN THE CONTAINMENT AREA. INSTALL PER MANUFACTURERS SPECIFICATIONS FCR SEALING NEW CONCRETE SECONDARY CONTAINMENT AREA SLAB. t 1 1 DIVISION 05000 - METAL 1 :15010 METAL MATERIALS (STEEL): CONFORM TO ASTM A-36 OR A-325 i 35050 BOLTS: CONFORM TO ASTM A-307 OR AS RECOMMENDED BY METAL BUILDING MANURFACTURER t 1 SII ?5080 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, DIVISION 06000 - CARPENTRY 1 06010 LUMBER: DOUGLAS FIR/LARCH 12 OR BETTER, ALL DOOR AND WINDOW HEADERS SHALL BE 4X6 UNLESS NOTED I b OTHERWISE. POSTS: DOUGLAS nRAARCH SELECT STRUCTURAL F.O.H.C. SOLE PLATES: PRESSURE TREATED i e TAX LOT DOUGLAS FIRAARCH OR HEM/AR, STUDS: DOUGLAS FIRAARCH STANDARD OR BETTER WITH SIZE AND SPACING j - 2105 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 EO TO POSTS 1 i 06060 CONNECTORS: SIMPSON STRONG TIE, OR APPROVED EQUAL. NAILING: ALL NAILING SHALL BE AS NOTED iN _j I s TABLE NO. 25-0 UNLESS OTHERWISE NOTED OR REQUIRED BY ENGINEER. METAL CONNECTORS SHALL BE > ( ASPHALT INSTALLED WITH ALL NAILS, BOLTS OR OTHER FASTENERS AS REQUIRED BY MANUFACTURER. NOTCHING: I AREA NOTCHING, CUTTING AND DRILLING OF STUDS, JOISTS AND RAFTERS SHALL BE AVOIDED WHERE POSSIBLE. 'l' 0- I I i '� DIVISION 07000 - THERMAL AND MOISTURE PROTECTION 0 1 0200 INSULATION WALL INSULATION: (R-19) VINYL FACED (I PERM MAXIMUM) HIGH DENSITY FIBERGLASS BATT p I O INSULATION SHALL BE SECURED TO INSIDE (WARM) SURFACE OF ORTS IN ALL EXTERIOR WALLS PER METAL ' 1 ' BUILDING MANUFACTURER'S DETAILS. fQ ROOF INSULATION: (R-19) VINYL FACED (1.5 PERM MAX SMOKE DENSITY 200 FLAME SPREAD 25) FIBERGLASS – INSTALLED PER METAL BUILDING MANUFACTURER'S DETAILS, 1 WORK AIZPA 07411 ROOFING MATERIAL TO HAVE A COOL ROOF" FINISH WITH A SOLAR REFLECTIVE INDEX GREATER THAN 7$. 472. �' 07920 CAULKING (EXTERIOR JOINTS): JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALL CAVITIES AND I rn WINDOW AND DOOR FRAMES, BETWEEN WALL AND FOUNDATION, BETWEEN WALL AND ROOF, BETWEEN WALL I 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 j RATED CAULKING. MUD SILL: BOTTOM OF PERIMETER WOOD SILL PLATE SHALL BE CAULKED AND GASKETED. I t 20 z DIVISION 08000 - DOORS, WiNDOWS AND GLASS I 08200 DOORS STYLE: INTERIOR DOORS TO BE AS NOTED IN SCHEDULE. SiZES. DOOR SIZES SHALL BE AS NOTED ON 1 PLANS, WITH TYPE. FINISHES AND HARDWARE AS APPROVED BY OWNER FROM CONTRACTOR'S SUBMITTAL. ALL F I EXTERIOR DOORS TO HAVE AN AIR LEAKAGE RATING OF 0.37 CFM MAXIMUM PER SQUARE FOOT OF DOOR AREA. 45 DOOR TOLERANCES: FITTING CLEARANCES: 1/8" - 3/16" AT JAMBS AND HEAD, 1/8" - 3/8" BOTTOM. ,1 HARDWARE SEE DOOR SCHEDULE ON DRAWINGS. _j I EAS'TING BUILDING 08950 TRANSLUCIENT WALL AND ROOF PANELS: ENSURE THAT SELECTED PANELS, THE AMOUNT OF AND LOCATION OF CONFORM TO 2010 OSSC REQUIREMENTS. 1 DIVISION 09000 - FINISHES i i GKAVBL 1 aE x}9250 WALL COVERING: THE INSTALLATION OF GYPSUM WALLBOARD SHALL BE DONE iN A MANNER AND WITH W 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. 5, ( 1 09900 PAINTING: (INTERIOR PAINT BY OWNER, EXCEPT RESTROOM EPDXY) i DIVISION 10000 - SPECIALTIES 51;B aBTAIL 18l LI.I 10520 FIRE EXTINGUISHERS; CONTRACTOR WILL PROVIDE 2A208C DRY CHEMICAL EXTINGUISHERS MOUNTED AS INDICATED PLAN O FINAL DIVISION 15000 - MECHANICAL (DESIGN - BUILD BY VENDOR) IT Q FL 470.33' 24`-611 t 15400 ALL BATHROOM PLUMBING FIXTURES SHALL BE LOW -FLOW FIXTURES.. OCT ��++ DIVISION 16000 - ELECTRICAL (DESIGN - BUILD BY VENDOR) planner: 4L. s, " C/0 FL 471.09•/ 472.75 RAIL P) GRAVEL TO HAW PROOF POLL, 472.100'!3661 i 9M INFDtZMMIDN: MILVING Com 5UMMP+IZY: SLOP 0.5% - '1 IR 11�f FIRE i._AI V12 UnLia rLLLY LOAMP 48,000# Tau, l OLYMPIC 5fMZ f MILa1NG U5t, AW OCCUPANCY CLA55iMATION: 7 O I SWALB AT GI:NT�P OF ALLBY IN �N INET R5 M5BNCB ! MAP # 17-02-30-00 LOT # o2to3 (15) MILPING 'P', 5PAa #3 & 4: 5-1 OCC„ TYFP Ilia CONST. (NO F.5.) P 475.12' I oh I 2.85 (N) PULPING 13% 5PAa #5 & 615-1 OCC., W/ 2,000 5.F, F-1 DCC., ��' TOO P ry�h P� �` P� C N R 1'1- �� 474.85' • 75.68' S1Tr AICA 135,817 50 FT 100% OCT M 1113 CON5T. W/ NFPA TYP1513 PIM 5PPINKLBP 5Y5TFM oP WALL END C i) L KVM Poor: 19,000 50 Ff !4% PCf WMR TO PLAN5 FOR OCCUPANT LOA125 < E) APIA OF FAWMBNT: 80 210 50 FT 597- FC -1 TAX Lor 6401 Fo RON REBAR 28.44' j NSW AMA L1NIMR PDGF: 24.806 50 FT 18% PCT 589'27'E, 1.00' t i;) PAVBM�NT TO 3E MMP: 5.184 50 Ff 47. PCT FROM TRUE COR. (REF. MON). lO �� EXISTING TAX 1.01 Dais Received. BUILDING 6700P112�' MM --I & , ZVI" r' r: AL SITE ADDRESS 3661 OLYMPIC ST. SPRINGFiELb OR 97477 MAiLOYG ADDRESS 3661 OLYMPIC ST. SPRINGFIELD OR 97477 DRAINING TITLE SITE PLAN At 4 NOTES - REVISION NO. DATE BY t0 3/10/2012 RZ 4/24/2012 RZ Q 5/24/2012 RZ Q 7/11/2012 RZ Q 8/13/2012 RZ DATE 22 FE32012 SCALE 1t1-20'-01 DRAWN BY PL CHECKED BY 19K PROJECTO I2-0�5 SHEET N C1.1 ti 50 CURB INLET `All '\ `�C 5 L1 MANHOLE .1 U Sg r SS A} RIM: 473. 1 A) Wm -S SL ► •, .--.., �--�.. W OD -EL 12' 46 MOW �t�vAcssAroi2i(Ma�.)laowiNna,rusxrWucxronn�ra8'i<n�iHa — — _ _ _ _ _ T�'Ea _ — 1 —IRR,V ` i 5SS-jg ,r� FL & 470.1 1 so PLAT MP1�tr of rOPSOI . ;� .. f -a M ACi=12t 1 (M10 WMM OVIMMeP � , AM 41' OF ORa*X MAMM. (MMLOCK M iX CHIP5 M W)d AM 15-5-10 GATE l �'� ss, l � 1==l -r R TO ,110MIL ArM Of 20 M FOR 1000 50 Fr. llro AV" Of 8" POST � .73- PWMM 2" �tw PAw mR nmr Pw5 AmwA.LA91ON,PROViJE w aNG To s�PA1zA1> PLAN %P5 Faom LAXN ACAs, __._ �p� _ .. ``""---- 474 Z1 473 OSLYlfatrn M,111L."I MIM& ArLOCArl"9T=17, GATE ABVE GROUN fi it�dGA110N POST �a f� 47 i IaacMrir�N 5Y51EM Wii. NOr e� iNSfA1,L�G Ar?MS r1A,'6. � i � ¢ 3` ,o �T` y -- � 1 I L 1 4/0 '.. 5it35fit1,tttpS35; Lk�� !1Ox 0�1� � owr> z n ,�r9r s z Pl tl Mit sro rul TaNOF SPt 1 n 1 �� r,wnAraasA5 NOM r� Pw�a. x ? r r 1 r ? `o t r � J � t OIL & OWA% FILWATION x i 1 �1 f t " 1l 1 ; 1 �.t 1 / r c,� (E)- cv L v-io f w AL OR WIZ of PLANT r 5Y5rmm V T V l0 OLt of SIGN art' / r ,-_ GI2ASir 11ZrRP ,� ON 1 ' ` , `it r l� aiz�ttl'N11DN SVdALP PLANT 5PAaNG DIAGRAM ct . y, r -♦ � 60A% SWAP W/ HNGEI7 LIP sr.�. 5fi1=PENEl2 G11350N SS�E.�I?L�_.i�.5 SINGLE COMPARTMENT CATCH BASIN, NON -FILTERED G1,1 SCALE: N.T.S 0`171 51-411 GHAJNLINK fiAS,� 1µC�Xt'��% 5E Ahr1t' 00%LI2ING, fT6ift r,r NlAa4, 11G LATCH ,r t+ - WiM HIND!? LI17 STA W'PtZC1V;rt7 AaC'HW.T nlPr'EV �'1 �� PA CO C ;' i } / 1 t t f 1 t SiLTAN1i 17E43P15 I i 14 I I 1 1, t 468 5'r'i Y POV++12 GONTAINNIPNT PWAS ' t Pf20M 5NI IT OPPWMAGEAM3 P050 N1 4 46` 469,5 1tZAP POLKAS ', ; `; BALL VAJ>V!; � a ' t C��CM NSG,E,4r, COLKINCA K VALVE ! 5UMP f IV'. 'ZMLLFW #M98' W 1112" � it6l CxJ1L�T C'IpING. TO SWAZI~ " ` E `• OR 51MJ, H.P PMMP �� , 47',5- WAC� ,� to" 06. 156° -•• r0k aMW CC" Oft 5ANI9RY 51~ftk, T5611 O.C. 301011 — POR 5"21 5St f I'Ei? I'Utb1�' Si'I~G5, AaY.' I t x Pi. NMO CATCH PA51N, ._,CATCH BASIN W/ PUMP SYSTEM Ll i 5CALE: N.T,S j 5M t7irTA1L I / U J _ 6 GMM TRASH ENCLOSURE PIAN VIEW 48" O.G. F 9MI111H, LTi 876XI6 GMM 5111E 4'AVING OIL >li a;VAG`e lfl TMTtO(t! 51'5CM W1M C7"0 0U'r Gt2�A5� 112At' PA9NT MNt2lNCi 1iZA5F1 IrNCLP51 WITH HlN=V LV STAlt APrROV#fl'i' A5PH4LT #Mt7 f7�fAILS, 51 ST LI.# == M ^! 5L -r AW 05015 1• GONMANtXNr MA5 ` aT--A% WMAGPAAZ A3501�Nf 1 �' w " POMGHPSvim � ` STIFF�I�IZ MOW/ 1. P10, PROOF, HEAVY P tCY FIC GKA?f: Sfit't'Ut�fS AA5}�D H20-516-44 LOoVIW-4 � v 2. PW-&PlLlrR IN5W (MOML PP2917) WtrH HIw C405ON SSEPL PGA51N5 Irl 5H P OI2 r PLOW OVA55 247 WA%WON 5r 72" ' V Li , OR 91401 3, 5CW PIAN ON19 PLAIZ LIV � (FOX "D 661-00" 4. PDX PAMGA`1 V PROM 10-----y"� (.1A. AMtiS1;t21A1 LANDSCAPE PLAN 6�. 1,1 scaarit"la'.a' DOUBLE COMPARTMENT CATCH BASIN t i 12 TRASH ENCLOSURE EAST ELEVATION L SCALE. 1/4' - P-0' SCAMN.T.S. r#4 MOM a 1811 t2,O, Y2X61;X1'_ =5 �� MIL GLIPS WISH ( 4) #10 5M5 PA 97C SITE ADDRESS i SPRINGFIELD OR 97477 MAIUNG ADDRESS crrr R I' 3661 OLYMPIC ST, SPRINGFIELD OR OIL >li a;VAG`e lfl TMTtO(t! 51'5CM W1M C7"0 0U'r Gt2�A5� 112At' PA9NT MNt2lNCi 1iZA5F1 IrNCLP51 WITH HlN=V LV STAlt APrROV#fl'i' A5PH4LT #Mt7 f7�fAILS, 51 ST LI.# == M ^! 5L -r AW 05015 1• GONMANtXNr MA5 ` aT--A% WMAGPAAZ A3501�Nf 1 �' w " POMGHPSvim � ` STIFF�I�IZ MOW/ 1. P10, PROOF, HEAVY P tCY FIC GKA?f: Sfit't'Ut�fS AA5}�D H20-516-44 LOoVIW-4 � v 2. PW-&PlLlrR IN5W (MOML PP2917) WtrH HIw C405ON SSEPL PGA51N5 Irl 5H P OI2 r PLOW OVA55 247 WA%WON 5r 72" ' V Li , OR 91401 3, 5CW PIAN ON19 PLAIZ LIV � (FOX "D 661-00" 4. PDX PAMGA`1 V PROM 10-----y"� (.1A. AMtiS1;t21A1 LANDSCAPE PLAN 6�. 1,1 scaarit"la'.a' DOUBLE COMPARTMENT CATCH BASIN t i 12 TRASH ENCLOSURE EAST ELEVATION L SCALE. 1/4' - P-0' SCAMN.T.S. r#4 MOM a 1811 t2,O, Y2X61;X1'_ =5 �� MIL GLIPS WISH ( 4) #10 5M5 PA 97C FOUN©ATION PIAN SCALE. U4= i`-0" OOW BEAM ( 2) #-q GON1 POW [3PAhi ( 2) #4 COM #50"WAl' 481, O.G. Vclrl POW %AM (Z # 4 GON1 13 ,,,NORTH ELEVATION I_ * SCAW1 1/4' r 11-71 X 6 EXP ANCHOR t' PIN6H FLOOR i 472,95' T.0 -W, T.O.B, 474,00' s 11 472,00' 4 RIM 471.24' ITL 470.24 4� FL(12" 469.91' -� 468.0(}' F 6" 470.1 ' 15 SWALE SECTION j. SCALE: i" =10'-0° t-LOGAZI2 SWAZI~ OVFRFLOW GAtCH PA51N 30, FFE 473.00' �...,, CURB ss -'..'ss 1 N LE T I -K 8 ABS PIPE I.E. 470.23' 4-7 r� I z.761 „r; t r1 l 70Pv L ' 11 EN Ii 469.83 1111; BOT OF DITCH I� Ii I I � II it #� I 11131 # 1 rrrrirrli�li�liar'u�i w�iiwr+(rinr 139 EAST 16TH AVENUE EUGENE, OR 97401 VOICE (541) 242-0613 FAX (541) 242-0614 '1`'L. CURB NxlQ INLET �C, E51 p1` MANHOLE UP ANCHORCONCRETE SIDEWALK RIM: 473.01' �Q �.SLB IRR.V SLB WOOD 47� ANO GU 3 T t>~ 7 At30V� G20LY�1 vAt �.T if t� O 1 l FDC C E) 516N, DY OWNER46 a k 4685 5 , 469 460 5 ' , \ \ 471,5 471 \ \ q1 GRADING PLAN TRASH ENCLOSURE WEST ELEVATION SCALE 114' =1'-0' 1 SOUTH ELEVATION 1.i ,� SCALE: I/4' =1'•0' 471.59' GRAVEL468.4 \,__468,7V IDJ,,Sr -0 VA -ICH EXT'(", 467.93' 'GRAVEL Pik! SITE ADDRESS i SPRINGFIELD OR 97477 MAIUNG ADDRESS 3661 OLYMPIC ST, SPRINGFIELD OR 97477 LANDSGAPE mill A kill t'� t t11 II C ' 8" ABs PIKE ■ I(Oi�l�lii►1 ' FOUN©ATION PIAN SCALE. U4= i`-0" OOW BEAM ( 2) #-q GON1 POW [3PAhi ( 2) #4 COM #50"WAl' 481, O.G. Vclrl POW %AM (Z # 4 GON1 13 ,,,NORTH ELEVATION I_ * SCAW1 1/4' r 11-71 X 6 EXP ANCHOR t' PIN6H FLOOR i 472,95' T.0 -W, T.O.B, 474,00' s 11 472,00' 4 RIM 471.24' ITL 470.24 4� FL(12" 469.91' -� 468.0(}' F 6" 470.1 ' 15 SWALE SECTION j. SCALE: i" =10'-0° t-LOGAZI2 SWAZI~ OVFRFLOW GAtCH PA51N 30, FFE 473.00' �...,, CURB ss -'..'ss 1 N LE T I -K 8 ABS PIPE I.E. 470.23' 4-7 r� I z.761 „r; t r1 l 70Pv L ' 11 EN Ii 469.83 1111; BOT OF DITCH I� Ii I I � II it #� I 11131 # 1 rrrrirrli�li�liar'u�i w�iiwr+(rinr 139 EAST 16TH AVENUE EUGENE, OR 97401 VOICE (541) 242-0613 FAX (541) 242-0614 '1`'L. CURB NxlQ INLET �C, E51 p1` MANHOLE UP ANCHORCONCRETE SIDEWALK RIM: 473.01' �Q �.SLB IRR.V SLB WOOD 47� ANO GU 3 T t>~ 7 At30V� G20LY�1 vAt �.T if t� O 1 l FDC C E) 516N, DY OWNER46 a k 4685 5 , 469 460 5 ' , \ \ 471,5 471 \ \ q1 GRADING PLAN TRASH ENCLOSURE WEST ELEVATION SCALE 114' =1'-0' 1 SOUTH ELEVATION 1.i ,� SCALE: I/4' =1'•0' 471.59' GRAVEL468.4 \,__468,7V IDJ,,Sr -0 VA -ICH EXT'(", 467.93' 'GRAVEL Pik! YY(Y.LWYVIVV d72.�}Q` i 231 GMM GAP 26 6AHI-W ROOFING DOW [SEAMoe 070.33` ( 2) #�} t BOND OW d6$.o0' PVC WIPP, ASTM PX)514 4 12Ef3A AS 48" O.G. VPI2S ! 5f2 P1.15 ' GLA55 5C7 RIP -kw' i�C7Nt7 t3EAM 6 GMM i . EROSIQ CTI QCK PLAa-9 A5 SHtaWN ( 2) #4 GON9". SCALE: =1'-0" - --- I'VG I'm, A51'M r".1 i 51ZE fPE2 PLANS 1� REVISION # 5 C701lUEL ! ' .- �GLIr ENI? OF RIM----�- � NO. DATE BY a48i, O,C. 12 l7fZA N W/ Tom' PIZIMEIZ � � � I ,' ,r -a- CLA55 50 6VION ROCK ` � I � � , 3/,0/2012 RZ 2.� MN TO 55 470.33` `: 11 OiZ 5" OPi N IZOGK--�-- . I I _ I 5/2x/2012 RZ _ x 7/�, /2012 RZ k C3Al2 a� 1811 OC, �.F � � 1 z � 5 8/13/2012 RZ act 1 � VWXITY 17159PATOk b 9/10/2012 RZ r 6 GOMPAL11rV GI.'IJ51�17 �C7GK i3A5 1 2/20/2012 RZ i 18" ' TO MIG SANITARY SI~Mk 1:1 9t75 5LOM W/ `, lVAP PMAI t? Pl t2 rr>� _ ti NYiJt2051 EpEi7 %WAa f DATE202 pct SECTION $GALE: 4J4' = t•-0' SCALE DRAWN BY C CHECKED BY, PRMIECT NZ5 I SHEET No:d g VELOCITY DISSIPATOR I ,1}1 s�At tri' 1'-0• Ws ANO�U✓ ' 0 Uw Vs0 C" 6%Ai Gs �,/ . d' r �••r� � a �at� eC�i�r�d; d,3 PI�?9�G�C6 AIH. SITE ADDRESS $661 OLYMPIC ST. SPRINGFIELD OR 97477 MAIUNG ADDRESS 3661 OLYMPIC ST, SPRINGFIELD OR 97477 LANDSGAPE mill A kill t'� t t11 II C ' 8" ABs PIKE ' I.E.. 470,23' I ` YY(Y.LWYVIVV d72.�}Q` i 231 GMM GAP 26 6AHI-W ROOFING DOW [SEAMoe 070.33` ( 2) #�} t BOND OW d6$.o0' PVC WIPP, ASTM PX)514 4 12Ef3A AS 48" O.G. VPI2S ! 5f2 P1.15 ' GLA55 5C7 RIP -kw' i�C7Nt7 t3EAM 6 GMM i . EROSIQ CTI QCK PLAa-9 A5 SHtaWN ( 2) #4 GON9". SCALE: =1'-0" - --- I'VG I'm, A51'M r".1 i 51ZE fPE2 PLANS 1� REVISION # 5 C701lUEL ! ' .- �GLIr ENI? OF RIM----�- � NO. DATE BY a48i, O,C. 12 l7fZA N W/ Tom' PIZIMEIZ � � � I ,' ,r -a- CLA55 50 6VION ROCK ` � I � � , 3/,0/2012 RZ 2.� MN TO 55 470.33` `: 11 OiZ 5" OPi N IZOGK--�-- . I I _ I 5/2x/2012 RZ _ x 7/�, /2012 RZ k C3Al2 a� 1811 OC, �.F � � 1 z � 5 8/13/2012 RZ act 1 � VWXITY 17159PATOk b 9/10/2012 RZ r 6 GOMPAL11rV GI.'IJ51�17 �C7GK i3A5 1 2/20/2012 RZ i 18" ' TO MIG SANITARY SI~Mk 1:1 9t75 5LOM W/ `, lVAP PMAI t? Pl t2 rr>� _ ti NYiJt2051 EpEi7 %WAa f DATE202 pct SECTION $GALE: 4J4' = t•-0' SCALE DRAWN BY C CHECKED BY, PRMIECT NZ5 I SHEET No:d g VELOCITY DISSIPATOR I ,1}1 s�At tri' 1'-0• Ws ANO�U✓ ' 0 Uw Vs0 C" 6%Ai Gs �,/ . d' r �••r� � a �at� eC�i�r�d; d,3 PI�?9�G�C6 AIH.