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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/7/2012tz VICINITY MAP N 126 1014Dic St. c V SITE In TABLE OF CONTENTS SHEET DESCRIPTION C1,1 COWER SHEET AND SITE PLAN C1.2 EXISTING SITE CONDITIONS L1 ,1 LANDSCAPING P LA N AND SITE DETAILS A2.1 FLOOR PLAN &:SCHEDULES A2.2 ROOF PLAN - 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 ;r x  r X Ij r l KEATIN ENGINEERING L L C -A-= 030 159 EAST 16TH AVENUE EUGENE, OR 97401 VOICE (541) 242 -0613 BUILDING SPECIFICATIONS FAX (541) 242-0614 "DIVISION 01000 - GENERAL r T T T • ` '°• 010rl0 CODES: COMPLY WITH THE STATE OF t?REGON STRUCTURAL SPECIALTY CODE {OSSC }, HE S A £ OF A 0 20 40 (90 OREGON MECHANICAL SPECIALTY CODE (OMSC), THE STATE OF OREGON PLUMBING SPECIALTY CODE (OPSC), '8 E THE NATIONAL ELECTRICAL CODE (NEC), AND CITY OF SPRINGFIELD DEVELOPMENT CODE, HYDRANT ##249 0l qP 01100 PERMITS THE OWNER WILL PROVIDE AND PAY FOR ALL PERMITS AND FEES. 3 --PORT F.H. & NORTH SIDE OF OLYMPIC 01070 SUBSTITUTIONS: CONTRACTOR MAY MAKE SUBSTITUTIONS OF PRODUCTS AND /OR MATERIALS HEREIN P E WTR ----- (E)8 WT-P -- (E)8 E WTR ---- E s E WTR- -- e E)wrr- E)8 `` " SPECIFIED UPON APPROVAL OF OWNER, PI -S (E)WTFt-- ----•- {E }8 ---- (E)WTR ----•- (E)8 (E)WT (E)8 {E)WTR ------ {E) (E }wTR ---- -- (E)8 {E)wTR --- (E }8 (EjWTR ----- (E)8 (E)WTR ----- 8 (E }W`Tf• -- {E }8 - {E)WTi? -- {E }8 t ? () {) () () { } {) { """--- _..,,,. ,,.,,; C N> ., 5L'Pl.Y LINE, EXPI S - 3t1 -13 C 0 8" V A PLMIC WA112 I3NCHMAW\ A5 mQLII11 '```'` 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 C.N151 n 5if,I { N) `*/4 MfEk IN ( V) VAL-1' I I IN 11C? CL R= 373, 00 THE ATTENTION OF THE OWNER AND THE ENGINEER PRIOR TO COMMENCING AFFECTED WORK. I I I FOR POI PVIX Wftk 5LPFILY S ~' 0 1 1 g CONNECT 1"O 5ANI1'AIZY %WAR A =19'04, 39  01560 PRODUCT REPAIR AND CLEANING: REPAIR ANY ITEMS DAMAGED BY WORK OF THIS CONTRACT, CLEAN AND IPROX, 292, p j IN T .` P W2 CITY Oi' S1'INGflBLC7 5112,•SPGIlGA110N5 L= 124,19 REPAIR ALL SURFACES PRIOR TO JOB COMPLETION. REPAIR OR RESTORE DAMAGE TO FIRST ADJACENT ,JOINT ON t C 0 8" t9IA PLKIG %MR G ! { a #5 i 8 OR EDGE, .rrvz t) IZ" plA plt.IC 51"C It 511N : 49, G GUI' w   FL W 408 PoP WR P E , MANHOLE . Ch =12 3.62':V. 1 --15T E ? E 57M ---= -- 1 s ----° (E )ST E 1 -^- T E 1 ^ - (E) C) 1) 12 ----- (E }S EE 1 L t ST . RIM: 473,01' DON e , "W . " {E)S7 {E }1'- STtat- =-'- (E) (E)S (E) 12 (E }STE }1 (E TII }1-°-- ST (E)1 (E)ST (E} { ( ( { } {) } (E)1z^- - (E)STM- ---- -- j 8 28 7J0 (rr }1 --..._  51NltI. ltAll., 2I LI.( \ DIVISION 02000 SITE WORK j._ ___. ss-- LG  w, nnn .wn m. nmm m ...u. .n.m .mw ED y_ \ (E ss E, m ....w..m .n.n..,ww.n,.wn,...Y - T D -:...- E s ) Eir ucH CpNC . C p -•r.,, - CC1/V R- , ,,0 02200 EARTHWORK: REFER TO SITE PLAN SHOULD DOUBT EXIST AS TO BEARING CAPACITY OF EXISTING SOIL, TESTS F I. & 0RNER, . XISTING 2 ( C Ir) I.SCp C} 2 ,1 IS C .._ PAST -`- -..,- eRET SIpE BUR a'' FD 5/8" AT OWNER'S EXPENSE MAY BE ORDERED BY ENGINEER, u t i .  aLYrl3re sT.  11NG I %' XI511NG Vt?'A4fNGt STWJ / - n;IR - n.. „.,- R.v I.K ..... _.._ _._. _ _..... ._._ _;... _...._._..: ____ .._.  ,.,. .. ---- -- ----  GATE    ...'. `4j,4- G R °` - Wq '` '1b IRON REBA - r, GATE I " w ITT S$4'E, {9.07 02201 GRADING: REFER TO SITE PLAN - ALL SITE IMPROVEMENTS EXCEPT FOR STRIPPING AT NEW ARE EXISTING, ? BX1I7 POST / i X , SITEWORK CONTRACTOR SHALL VERIFY GRADES BRF{JRE COMMENCING WORK• ENSURE MAX 2% SLOPES P v   >,A` D  -- _ _ '-   _ -, ,  nleg rl v AT ACCESSIBLE ROUTE, I I PIP;  CONW ?UIT , ' / pdV i `"- ` `" -`"` ` 02720 STORM SEWER SYSTEM: THIS SECTION INCLUDES STORM SEWERAGE SYSTEM PIPING, REFER TO SITE PLAN, I6 .- ' 17 I8 19 20 21 22 25 24 25 26 27 28 29 30 31 32 •),es x IAN -  - `~w  CONFORM TO REQUIREMENTS OF TH£ STATE OF OREGON PLUMBING SPECIALTY CODE. PIPING WITHIN 5FT OF -12 157 14 15 %  ., , N STORM SEWER I ,W' r / •- "¢ / •` ' . pN VE C } A5PNAL1~ 51"OkMWA"f_ - '- , a MANHOLE BUILDINGS TO BE ABS OR PVC SHC 40 DWV, PIPING OVER 5FT FROM BUILDING TO BE PVC (ASTM D3040). { s J "' ..._ .._...... --..; = -- .._ ..,.. ,,,,, .,  1#ik 1 115' A & 4IOW t2B1MN1'iC1N SWAL -, ; l RIM: a73, as` ALL PIPE SLOPES 1 % UNLESS NOTED. _. _.. _. .- l -.. N I SUI'pl.Y C N) 1,11W NGi E}2 Z'O 2/ C I .i F tI y i3" AgS PIPE -- " ! -- ' °- -- -°- ~- ---- --- -~ `-- ""- " " E•,, 02730 SANITARY SEWER SYSTEM: CONFORM TO REQUIREMENTS OF THE STATE OF OREGON PLUMBING SPECIALTY .. ,.. .,...... .1.....,.,. .......... ... 470.23' TAX LOT'S ,..-' 125' --, CODE, PIPING WITHIN 5FT OF BUILDINGS TO BE ABS OR PVC SHC 40 DWV. PIPING OVER 5FT FROM BUILDING --' ASPHALT • f LGTIG G 0 2103 AREA  - J `QTR PASS 1 1 47 ys  -. TO BE PVC (ASTM D3040). ALL PIPE 'SLOPES 1% UNLESS NOTED, SANITARY SEWERAGE PIPING EXISTS WITHIN ti To WALL a INTERIOR OF STRUCTURE AND EXTENDS TO CITY SEWER CONNECTION, i i !` XI5rf1NG WANING 5MIP a GA1"GN AS1N I / I END `-- - X ,1 / '( / x / C F ) G13 LOGATW, I'CMOI. -5 & „ 1 X4511NG 6' NIGH / V iz1I =Y I PIN OOP C ) SVVEI2 PVG nVUV / (E)SS -- (E)4 -- (E)SS (E)4 (E)SS (E)4 . x G/ L IBNGE ,.,  '`^ .,, A/C tit{ -w  J I  --. 03010 GENERAL REQUIREMENTS: CONFORM TO AMERICAN. CONCRETE INSTITUTE RECOMMENDATIONS FOR CONCRETE    .    1 ' , ' `,  I  " °-- - •- ..,,  WORK. IF DOUBT SHOULD EXIST AS TO THESE REQUIREMENTS, REFER QUESTIONS TO THE ENGINEER, uj ,o -- -.... ATCH IN ASPHALT -..„, - r t C3) 10,000 GALLON .: CONCRETE SLABS AND FOOTINGS SHALT 8E PLACED ONLY ON UNDISTURBED SOIL OR ENGINEERED FILL PoSSr P_j1[ F ' 'Acl -) NGf. >c 5r(C NIWA( I; 51~ 1"ANKS I CONCRETE M1}(, DESIGN, AND TESTING: COMPLY WITH REQUIREMENTS BELOW. EMPLOY CERTIFIED TESTING II d f 12BI2 Td 51 fi LI.I F 1 _ Y TESTS T FORA CONCRETE FLATWORK, NIGH QUALITY WORK !S , , / AGENC FOR ALL SLUMP ES S AND TES S LL CO 1 INTENDED, DESIGN MIX TO PRODUCE NORMAL- WEIGHT CONCRETE CONSISTING OF PORTLAND CEMENT, Li ! I ,.. . _  , AGGREGATE, WATER - REDUCING OR HIGH- RANGE WATER- REDUCING ADMIXTURE {SUPERPLAST(CIZER), 10 'm_m .nn«nm... m.n..µ.... n „a. AIR- ENTRAINING ADMIXTURE AND WATER TO PRODUCE THE FOLLOWING PROPERTIES: WATER-CEMENT RATIO C B) 51X _IVRN PI E r NG 51' S STRENGTH: P MINIMUM AT 8 DAY ASSUME 2500 PSI FOR DESIGN). SLUMP LIMIT: 8 X 9 ,  CONCRETE ,. I COMPRESSIVE S £ GTH, 3500 PSI, I 2 S, { } l NG Al j SPACB NO, 5 - YJ% ____ - -'`` C L SIC J  A%NG 6A5 AtSI? `DDS 1 fAX LOO INCHES MINIMUM FOR CONCRETE CONTAINING HIGH -RANGE WATER - REDUCING ADMIXTURE (SUPERPLASTICIZER); --- x x x x ) G Q x-- x-= R- -=-;z -x ---x -x ---x ---x -x-x--=- --- x- ---••x -- ---- x x --- #x 11,30 5C7 T =-,  ti ° -'' i VIM -1150. W 2105. 3 INCHES FOR OTHER: CONCRETE. AIR CONTENT:  T4 8 PERCENT. w X 8 YJXING ?Na  a 1 4 I DIVISION 05000 METAL , 7 L i .- x  `r 5 2 ` I 050 1 a M E T AL MATERIALS Ls ( S T EEL ) . CONFORM T o AS TM A 36 O RA 325 7 i i i  30 7 0 R AS RECOMMENDED N, C  B Y M E T A L BUILDING G MANURFACT RER 05050 BOLTS. CONFO R M T O A S T M A 5W'AG ND.1 51'AGB NO.2 51'A NC7. ' 1 0) 50 FT 1 I 05080 MISCELLANEOUS SHEET METAL, GALVANIZED 26 GAUGE STEEL, EXTERIOR OPENINGS EXPOSED TO THE WEATHER 8,000 50 Ff 2,000 5Q I%i" WI-I - W:SC)0 I f SHALL BE FLASHED IN CONFORMANCE WITH STANDARD INDUSTRY PRACTICE AND THE CODE. -SITE ADDRESS W VVH 1.500 VVN I , 500 < 2) LONG 1 KM WC AMA  X "  r -  i3IGYCLE pAfi2KING ACAS ( - 3661 OLYMPIC ST. 5 16,0 ,CC7 l8,0 i I DIVISION 06000 CARPENTRY SPRINGFIELD OR 06010 LUMBER: DOUGLAS FIR LARCH 2 OR BETTER, ALL DJOR AND WINDOW HEADERS SHALL BE 4X6 UNLESS NOTED 97477 x r  I ; " t  I / U 55 )CI51IN6 PUILPINI I  I OTHERWISE. POSTS: DOUGLAS FIR/LARCH SELECT STRUCTURAL F.O,H.C, SOLE PLATES: PRESSURE TREATED X / 19,000 50,r-Cl/ / / 51 _  1 DOUGLAS FIR /LARCH. OR HEM /FIR. STUDS:: DOUGLAS F:R%LARCH STANDARD OR BETTER WITH SIZE AND SPACING -- 5-I OCC, fW610 GON5?;. /  AN FRAMING ELEMENTS IN F 0 AN LOW ARE T BE ,PRESERVATIVE RVATIVE TREAT D WITH f19AtLItVGADDRESS { L  AS SHOWN ON PLANS. ALL MINE £lE E S FL (IM AND 0 £ E " 56 NON- 5PkINKLa PLIILnlNG ' MIN .040 ACZA OR EQ TO FRAMING AND .060 ACZA OR EQ TO POSTS 366 C9LYMPIC ST. I 3 BXJ511W pAl/i AfA E)   1  x SPRINGFIELD OR x I I 4 $. 06060 CONNECTORS: SIMPSON STRONG TIE, OR APPROVED EQUAL, NAILING: ALL NAILING SHALL BE AS NOTED IN 97477 X~ C)G XI I r DiLnIN - R[ TABLE NO, 25 -0 UNLESS OTHERWISE NOTED OR REQUIRED BY ENGINEER. METAL CONNECTORS SHALL BE 51 10,000 501 f, ; I INSTALLED WITH ALL NAILS, BOLTS OR OTHER FASTENERS AS REQUIRED BY MANUFACTURER, NOTCHING- X9 w e 1  NOTCHING, CUTTING AND DRILLING OF STUDS, JOISTS AND RAFTERS SHALL BE AVOIDED WHERE POSSIBLE, ol X 58 8.3 ' F 7, I , v DIVISION 07000 - THERMAL AND MOISTURE PROTECTION DRAWING TITLE x? P I ASPHALT i-r C >d If IIt 1 • Gl'l SQ (' i i I p AREA x 59 ! I i I 07200 INSULATION WALL INSULATION: (R -19) VINYL FACED (1 PERM MAXIMUM) HIGH DENSITY FIBERGLASS GATT 1rVM _ 1:5C}a , • , I ( I INSULATION SHALL BE SECURED TO INSIDE (WARM) SURFACE OF GIRTS IN ALL EXTERIOR WALLS PER METAL j I I LDAiJINC , 1 1 BUILDING MANUFACTURER'S DETAILS. c t l OGK I i ROOF INSULATION: (R -19) VINYL FACED (1,5 PERM MAX SMOKE DENSITY 200 FLAME SPREAD 25) FIBERGLASS 60 I' , 51'AC NQ,6 I INSTALLED PER METAL BUILDING MANUFACTURER'S DETAILS. L D I 47 VV11 I'S ! ' 'ssp 07920 CAULKING (EXTERIOR JOINTS): JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALL CAVITIES AND 61 , X . aG C PAVING I F 9 I 5,5 ( WINDOW AND DOOR FRAMES, BETWEEN WALL AND FOUNDATION, BETWEEN WALL AND ROOF, BETWEEN WALL Zi 4 Q I I PANELS, AT PENETRATIONS OR UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS AND All OTHER --x --x x=-x x-- x- x-- x- x-- x ---x- I 1 OPENINGS IN THE EXTERIOR ENVELOPES SHALL BE SEALED WITH CLEAR, PAINTAE, SILICONE -BASED 30-YR I IDs2' .1 I RATED CAULKING, MUD SILL: BOTTOM OF PERIMETER WOOD SILL PLATE SHALL BE CAULKED AND GA5KETED, x. 1 X4511NG 6' :HIGH -1 --f I 1 CONCRETE V,I, - ! DIVISION 08000 - DOORS, WINDOWS AND GLASS X G/ L FBNCB x I u 100 -62 "  °  08200 DOORS STYLE: INTERIOR DOORS TO BE AS NOTED IN SCHEDULE, SIZES: DOOR SIZES SHALL BE AS NOTED ON GRAVEL W 5110M A/ C W5 -y'' 1 1 AREA PLANS, ' X ! I o WITH TYPE FINISHES AND HARDWARE A5 APPROVED BY OWNER FROM CONTRACTOR'S SUBMITTAL. ALL S OF MMOWP PGACON5fiETION , rn EXTERIOR DOORS TO HAVE AN AIR LEAKAGE RATING OF 0,37 CFM MAXIMUM PER SQUARE FOOT OF DOOR AREA, PARKING: ORIGINAL PARKING REMAINS FROM PREVIOUS AND CURRENT USE. THE PROPOSED USE CONSIST I - - DOOR TOLERANCES: FITTING CLEARANCES: 1/$" - 3/16" AT ,IAMBS AND HEAD, 1/$" - 3/8" BOTTOM, 1,000 SQ. FT. OF OFFICE AT 1:300 OR 1000 /300 = 3.34 STALLS, USE (4). THERE WILL ALSO BE 4,000 SO. ; T. I HARDWARE: SEE DOOR SCHEDULE ON DRAWINGS. X OF MANUFACTURING AT 1:500 OR 4000/500 = 8, USE (8). THE R! MAINDER 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). I 1 0 08950 TRANSLUCIENT WALL AND ROOF PANELS: ENSURE THAT SELECTED PANELS, THE AMOUNT OF AND LOCATION THERE ARE CURRENTLY (61) PARKING SPACES WITH (3) BEING ACCESSIBLE. NO CHANGES ARE PROPOSED i OF CONFORM To 2010 ossc REQUIREMENTS, TO ACCOMODATE THE PROPOSED ADDITION. ' ! I I EXISTING BUILDING X CATCH PANN 15G ' 1 n DIVISION 09000 - FINISHES I ZC) _0 « 41, rvc 12" I f l 09250 WALL COVERING: 'THE INSTALLATION OF GYPSUM WALLBOARD SHALL ` BE DONE IN A MANNER AND WITH ' I MATERIALS AS SPECIFIED .BY CODE, ALL GYPSUM WALLBOARD JOINTS AND IMPERFECTIONS SHALL BE FILLED AND x  _ R 1 TAPED, USING A BEDDING COAT ONLY, ACCORDING TO STANDARD INDUSTRY PRACTICE, ALL EXPOSED INTERIOR 25, -0„ I ,.,.;... G /C2 I  ( GYPSUM WALLBOARD CORNERS SHALL BE REINFORCED WITH METAL EDGE. TRIM PRIOR TO TAPING., x f>VIfi1IZ TOLOGAf GONCt1 j MOCK WAIL OLW1'SfW OF +CJ, - ~--- -- `= GW?AtrLrtVAINAGI SWAL -_ X cp iDiZIW- AK01,1#11? AAA Q _ • CO 1 09900 PAINTING: BY OWNER C 0 5110WWATk CATCH PA51 W/ DIVISION 10000 - SPECIALTIES t1 (E)c CH ease o N ,..,... 3W plplzG N01 A1fi 4 PVG HAM RIM: J7 s ._... .. 10520 FIRE EXTINGUISHERS: CONTRACTOR WILL PROVIDE 2A1OBC DRY :CHEMICAL EXTINGUISHERS MOUNTED AS - m _ ( INDICATED x  I - I F'MOw ( ASW'W TALI' f DIVISION 15000 - MECHANICAL (DESIGN - BUILD BY VENDOR) w ti X a 11-115 AAA & I3Bl.OtN I o C N) t3ULIAW1 GRAVEL C 1 x CJ Q AREA (E) 1 ( ) a DIVISION 1600 - ELECTRICAL DESIGN - BUILD BY VENDOR x C 0 WASH PAri ASPHALT AREA(E) P x I REVISION NO. DATE BY x CONCRET /2012 RZ I " X f'lf21 pW'AWWMN1"G11 j Q 4/24/2012 RZ VNZ rim COl7B Af'PBNIAX G,` `'` ---. C B) GK'AVL iC? MVB I'1200P tZOLI.. 51S INFORWAON• I3UIk -DING C;C VD 5UMMAtY: I (E)cATCH eAsIN = pp # I 3661 OLYMPIC STWET DIJILPING U5 AN12 OCCUPANCY CLA.551FICATION: X f1Nl. 1H103,l, PAINTSr1AZ & `RI 411,54' CJ _ FIRE LANE IN BNGIMNZ5 ,NCE8,0UCJ T12UGK, I MAr # 17 -02 0 -00 C5) 13UWN6 'f3', 5PACr #57 & 4; 5-1 OCC,,1)'M 1IP3 CON5T. NO P,5,) N ON ASPNALI't0 i [;IW Al & . - I LOf # 021U '13', I '`.. VW5EW A5 OPBN/' 474.18' tV •. h h I C N) PUfLnING 5PACt # 5 6, 5--1 OCC,, W/ 2,000 5.I=. F -! OGG., 1W1 IIP GON5f. W/ NFPA TYPE 13 PIM 5PRINKI, 1k 5Y5SM ToR WALL a'  CON , , 474.85' TOP WALL SITS AAA; 135,817 SQ f1 100% PCT (EK 1'O PLANS PC?W2 OGGI,'ANT LOAbS 1 SM7'00"E, 445,00' 4 0 END () UN01 r, f;09: 19,000 5Q FT 14/ PCr a1s.5s' w.....,....w. n...n....,....,. C ) AITA 9 PAVMNf: 80,210 5Q FT 59% rcf nn....m.w.n...mn n, . . 5 _() 1 1- 1 FD 5/8" - NEW AMA UNMP, X001`: 24 953 50 FT 18% PCT f ffi 1, a E DATE 22 fEf 2012 Ca 70 C? IRON REPAR 28,44' nw.. • SCALE ( 20 0 S89'27'E, 1,00` < D> PAVEMTNf TO P3 MM009; 5,184 5Q Fr 4% PCT j' DRAWN BY PIZ FROM TRUE COP, l P I (Z- (IJOI 1  CHECKED BY 5K 'FAX LOT 1'AX LOf (REF, MON) PROJECT E X 15 TI N G TAX LOT Cam.. U (-Y11 N l2 -G5 6400 64t I BUILDING 6700 i) ni Q, ,O' K\qcy- D 2, Original Submiftal '1 O O.Y '  T T 60 20 40 a`h •.   e .-  2 4,19' `'..,, L [,._ V f V V WM FDC IRR,V WF UP MONUMENTS FOUND AS NOTED STORM SEWER LINE WATER LINE UNDERGROUND ELEGTRtG LINE OVERHEAC} UTILITY LINE FENCE WATER METER FIRE DEPARTMENT CONNECTION IRRIGATION VALVE WATER FACUET UTILITY PL7LE - W  `' °`'  8 °'G °' ,``' Ch —12 3.  2' `` LP n n  r v (E)5T (E) "1 ---- -- STtvf ----- (E} (E }S M -•--- (E)12 -•-- -- (E)S7 {E)1 (E M- (E 12-- ---- -• ST (E)1 (E }5T (E)12--- --=^,s ( TFA-- -- -; E 1 {E 5Tt}- --- -- 12 ---- -- (EjST (E)12 ---- T E 1g..... 37, WI  ,R C T A MANHQLE  O  c•, , '` -.,,, LIGHT POLE  ,, E SS E $ - - ( }STMt ---- -- ( j1 (E)ST {E)1 AN S}t ---  SLB lT F21M. 47j.0i 30  um,..n,..,..,.. „....... ._.._.._ w,,,w..._,.....,. .,,... »v.. M..,m... ,...,............. SS-- ----•_ (E)S7M--- ....... iE} 1 i'_,__ -__ p11y  —P012T F.H. COF2N , I C ) 1.5Gp V XI111V I y” C  p O pTEa "`--- r_ 8 WOOD '` Q ` ED 2  1.5G W,, 42 1 {  C  STREET L1GNT BOX g 35th 5T. &OLYMPIC T. "i. WA   ATE ..,V, ^ ''"'' N£'R'7 d TP TELEPHONE PEDESTAL I i   wM XICII WARNING 5121  PST ,,.,, ^  - `''~- --... . C(JRg .`h• C ) 6" X1.7 G N XYl ,. X-  &  ._`  cATE ..,....., GATE AB  crOVNa ..µ  ,..._._.~,: _ .v ".,.'r---- -.,. ..-._.  o , Ir D 5/8 DS x  x   X1'K(,p   '` Abp IRON R BAR -' '  POST WAT vAULT .,.  1 .,....'......'. .`, C/T S$4'E (?. 7' TC DOWNSPOUT (x  X  % , ;  as ate' " - ;   ^""""~^,,,._  ., TES T ©P OF CURB   4 ..  X ''   Y ' I v b' OC ... "- -... Q (/`y `""^ 1`'` NLE' ,5`.tiry I 12 I'S i 15 Ib ,  I /   I 18 19 20 2i 22 2?5 2 25 26 27 23 29 O 31 2   x sixty - w.,,  -..  - - . "_,"^.- ..., °'G x  ..-    A a,, a' CORN  ; `'`".... `. `` `- ,..  M  M NHOLSEYYEt2  R= 373.013 "- ....,,. -- RIM; 473,4$' I w  ,.. ...   = 1 .4 39" ^- '- .,,.,..,^  ..8 "...A85 PIpE x TAX L 0 T , ' I . _  ,_ .E.: TAX I I ASPHALT c.,   E- 124.19 47o.z• x  ti YF 03 i    AREA   a ''` Ch=  23.62' ELEC t 47 6''`'^,, L..O T     . v XiSiING WANING II . c > GI3 b,,. i  ,,  v  € N 80p 8' s,W oUTLT t wALL "'-- ,...., ('"} . ---- XI"ING 6 Nlt -I ;, x ''   - 2 30 a ENa . `-./  '< G/ L i"NG (E }SS-- --- -- (E }4 {E)5S ----•— {Ej4 {E }Sr ---- -- (E)4 x  x ' .i q GATE """'"`"""."" ',.,.. I ~ ><      POST 5, .`^ -...  v V  .q I -  I I  ppTCH IN wAPHALT l ,.   ct  fj  R A V E  I , ^„ti I v r^ 55 BLE ER LINE w - z W - I w `   . d I UP ICED' _2,  W   - t7 6 a 4 3 2 4I.m...... ...   3f3 7   .. , ....u. .,......... ,r 3a  33 ,y I . ,.  ,  >k   ( 52  _ ti t Pat' -9" a• ` I v !   x b• fl xISING GA`t  I i i `  j- •-- XISfiING GiA Mfif2 CONCRETE ., -'`' b  x I ._._.. _.._... —x —x ---x --x --x --x --x = x--- X._._. X.. -,-x x -- ?s `' as ,,.'" - w ....... ..,,..._,...... 'GATE I  4 A /\  V 1  XI11NG NG w ,,tig i   ,,, } P{1sT I tl   1 x ,  7 , a  . 210 5 W 474.8$. '  a2  . , TaP wAIL  .s x .  I  i ,---   E  LEVAT 0 ! T > I DA UM X  . w a r - _ x 1     i     # x x I ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF , f. -C_hU 5{,? r'1" 2.CC70'SQ t  90007 5Q ' o' I  SPRINGFIELD VERTICAL DATUM, 'STATION NO. 151, STATION X  r YV(I '.• li':.lV W ' IiVIJ Tai 111 t1.. , I , 5  ,. I  NAME 3TH %OEYMPIC, A CHISLED SQl1ARE 1N TOP- OF CURB  x . ,,,  , I6.C? 4,0 . IS,C7 I LOCATED AT THE WEST SLDE OF THE CURB INLET- AS `SHOWN srrEADarESs ON DRAWING. X _..._ ... W I - cATE ! 3661 OLYMPIC ST. ELE VA T {ON — 47, 7 SPRINGFIELD, OR I  POST i  FEET 9 xi -il uL '` 1 7477 a5 `' x  - n / ./9,07 5C,1.1'A /  _  ( .... ,.' S6  5 -I GAG., i'Yp H(3 c4N51',  I  I  XIfiNG pAVp A  ...E NtN- 5t'KINKI.   X ) , p i3I,III.pING   w I  a,• MawN,flr3RESs .  I I x 366"! OLYMPIC S7'. Y  SPRINGFIELD OR  Cc a }Ci511 GUlf.p!! `A'  ..  I ? IC7,Ot30 5Q.1'i',, r. I ', b ,,  97477 IC7 I a 6 .  X ON ..-  .. ,   osT ,,,: STORA i  m QRawrN r1rc.F  5  GE BUILDING I I  AREAALT /'C+'AlP x b0   •' 475.6 +''   tY .,...,..,. .. ..,. .,Nw...„,......,......_....... ,_ TOP ALL i I .y I (-- . ` .  pG C I'AV1NGi i --X--X X --'-X --- X°'-- X.X_x-  -x--X= : x. , . '  ' ' X111NG 6' i- IIC -I j • G i. ING I x   IC?3' -b" iu X ' ' x i X x i " ASPNAL.T I X AREA x _i" x .. I  x I I x i x { X I x fx { X X f 1 i S89'27'00 "y 445.00' 416.56' TAX LOT X400 a\\\\\\\\\\ \\\\\rrl .,, , a \\ \ \ \ t \ \ \   : :   : .  \ \\ \ \ \\ \ \ \  `   t \\ \ \\ \ \\ \ \ \ \ \ \ \  \ Ct  \ \' 1`  \' a\\\. t\\\\\\\\ \\\\\\\\ \\ \ \ \\ \\\\. " \\\ \ \ \ \\\\1  av. ' i !! i f  f: f. » %` ,> r r CATCH BASIN Y I FiiMt; 471.25' C C ) Gt3  - w U z 0 v  0` Q b. CON CRETE C)GC3 CATCH BASIN u, f?IM: 471.54` '. , 414.1 s` `L' ,dry' TOP wALL ,M °  4 _.. . - ASPHALT AREA .1;  s R''' I •'• x s I A' , } GRAVEL I a  , AREA la,. • I o i° I ' °z   EXISTING I  BUILDING Lo  D ( r I h I - '` CRA1E i  4Q 30 2Q 10 Q 20 40 ` AREA {E} Q I -, _ I - SCALE: 1 •= 2Q trt  Q I t.., I © I w I _ g I  TOPOAPNI R/ Y I I i i I . h  i 1 I h   g  <j 415.12' try  . '1`l' ,{° 0`' 474.85' 475.68' A  CONCRE .E BLOCK WALL 1 ` Tt?P TQP WALL ....,... ,. ,.,,...,....M,.............  ENa IRON REBAR 25.44' ' "` TAX LOT FRC7M TRUE COR. I-- - ---- (REF. MON} EXISTING SE1 /- SECTI01 30, T17S, R2W, W. N1. CITY OF SRRIfOFIELD, LANE CO. OR. CLIENT: KEATiNG EN.GINEERLNO DRAWN BY: TB DATE: 2 -22 -12 , .>rS >,iUe .  '.. REV1SiON DATE: P.O. BOX 7155 Eugene, Oregon 97401 .oB No. 12— TOPO —OD8 .SHEET  o   B s. (541} 345 -1112 . X541 }.345 -3464 REVISION NO. DATE B DATE ''2 >3 20l2 SCALE ! 2 0 DRAWN BY I' CHECKED BY SK N 12- 5 7-0 BuILDIN TAiC LCT .  X00  Y     ...t c ®,fl O.Y '  T T HYn12ANT i -1249 3 —PQf2T F.H. & NOF2TH 510E OF tTL.YMPiC (E)WTR ---- -- {E)8 {E }Wt1? --- (E)8 (E)  -- {Ej8 { {E)WiR ---7- {E }S ( (E)INfR ---- (E }8 (E }WiR-- --- -- {E }8 (E)'NTR —,- {E }8 (E)W7 {E }8 (E }WTR- ---•- (E }8 { {E)WTR -- (E }8 (E)WTR ----- (E }S {E }wTl --• {E)a (>r }wT ---- (E }$-- - BENCHMARK --- -- ..,_. C > 8" pIA pi31.IG WAi f HIS C LED `SQUARE - --- -_..__  i i N TOP CURB 1 1' - -._,_` ,-. A#'C"IG?X. 292' o o ` ``, C ) 12" pIA pL3L -IG i"tM   1  ` G GI., GUS  C C ) E" pIA tl.I..IG 5V12 a L [,._ V f V V WM FDC IRR,V WF UP MONUMENTS FOUND AS NOTED STORM SEWER LINE WATER LINE UNDERGROUND ELEGTRtG LINE OVERHEAC} UTILITY LINE FENCE WATER METER FIRE DEPARTMENT CONNECTION IRRIGATION VALVE WATER FACUET UTILITY PL7LE - W  `' °`'  8 °'G °' ,``' Ch —12 3.  2' `` LP n n  r v (E)5T (E) "1 ---- -- STtvf ----- (E} (E }S M -•--- (E)12 -•-- -- (E)S7 {E)1 (E M- (E 12-- ---- -• ST (E)1 (E }5T (E)12--- --=^,s ( TFA-- -- -; E 1 {E 5Tt}- --- -- 12 ---- -- (EjST (E)12 ---- T E 1g..... 37, WI  ,R C T A MANHQLE  O  c•, , '` -.,,, LIGHT POLE  ,, E SS E $ - - ( }STMt ---- -- ( j1 (E)ST {E)1 AN S}t ---  SLB lT F21M. 47j.0i 30  um,..n,..,..,.. „....... ._.._.._ w,,,w..._,.....,. .,,... »v.. M..,m... ,...,............. SS-- ----•_ (E)S7M--- ....... iE} 1 i'_,__ -__ p11y  —P012T F.H. COF2N , I C ) 1.5Gp V XI111V I y” C  p O pTEa "`--- r_ 8 WOOD '` Q ` ED 2  1.5G W,, 42 1 {  C  STREET L1GNT BOX g 35th 5T. &OLYMPIC T. "i. WA   ATE ..,V, ^ ''"'' N£'R'7 d TP TELEPHONE PEDESTAL I i   wM XICII WARNING 5121  PST ,,.,, ^  - `''~- --... . C(JRg .`h• C ) 6" X1.7 G N XYl ,. X-  &  ._`  cATE ..,....., GATE AB  crOVNa ..µ  ,..._._.~,: _ .v ".,.'r---- -.,. ..-._.  o , Ir D 5/8 DS x  x   X1'K(,p   '` Abp IRON R BAR -' '  POST WAT vAULT .,.  1 .,....'......'. .`, C/T S$4'E (?. 7' TC DOWNSPOUT (x  X  % , ;  as ate' " - ;   ^""""~^,,,._  ., TES T ©P OF CURB   4 ..  X ''   Y ' I v b' OC ... "- -... Q (/`y `""^ 1`'` NLE' ,5`.tiry I 12 I'S i 15 Ib ,  I /   I 18 19 20 2i 22 2?5 2 25 26 27 23 29 O 31 2   x sixty - w.,,  -..  - - . "_,"^.- ..., °'G x  ..-    A a,, a' CORN  ; `'`".... `. `` `- ,..  M  M NHOLSEYYEt2  R= 373.013 "- ....,,. -- RIM; 473,4$' I w  ,.. ...   = 1 .4 39" ^- '- .,,.,..,^  ..8 "...A85 PIpE x TAX L 0 T , ' I . _  ,_ .E.: TAX I I ASPHALT c.,   E- 124.19 47o.z• x  ti YF 03 i    AREA   a ''` Ch=  23.62' ELEC t 47 6''`'^,, L..O T     . v XiSiING WANING II . c > GI3 b,,. i  ,,  v  € N 80p 8' s,W oUTLT t wALL "'-- ,...., ('"} . ---- XI"ING 6 Nlt -I ;, x ''   - 2 30 a ENa . `-./  '< G/ L i"NG (E }SS-- --- -- (E }4 {E)5S ----•— {Ej4 {E }Sr ---- -- (E)4 x  x ' .i q GATE """'"`"""."" ',.,.. I ~ ><      POST 5, .`^ -...  v V  .q I -  I I  ppTCH IN wAPHALT l ,.   ct  fj  R A V E  I , ^„ti I v r^ 55 BLE ER LINE w - z W - I w `   . d I UP ICED' _2,  W   - t7 6 a 4 3 2 4I.m...... ...   3f3 7   .. , ....u. .,......... ,r 3a  33 ,y I . ,.  ,  >k   ( 52  _ ti t Pat' -9" a• ` I v !   x b• fl xISING GA`t  I i i `  j- •-- XISfiING GiA Mfif2 CONCRETE ., -'`' b  x I ._._.. _.._... —x —x ---x --x --x --x --x = x--- X._._. X.. -,-x x -- ?s `' as ,,.'" - w ....... ..,,..._,...... 'GATE I  4 A /\  V 1  XI11NG NG w ,,tig i   ,,, } P{1sT I tl   1 x ,  7 , a  . 210 5 W 474.8$. '  a2  . , TaP wAIL  .s x .  I  i ,---   E  LEVAT 0 ! T > I DA UM X  . w a r - _ x 1     i     # x x I ELEVATIONS FOR THIS SURVEY ARE BASED UPON CITY OF , f. -C_hU 5{,? r'1" 2.CC70'SQ t  90007 5Q ' o' I  SPRINGFIELD VERTICAL DATUM, 'STATION NO. 151, STATION X  r YV(I '.• li':.lV W ' IiVIJ Tai 111 t1.. , I , 5  ,. I  NAME 3TH %OEYMPIC, A CHISLED SQl1ARE 1N TOP- OF CURB  x . ,,,  , I6.C? 4,0 . IS,C7 I LOCATED AT THE WEST SLDE OF THE CURB INLET- AS `SHOWN srrEADarESs ON DRAWING. X _..._ ... W I - cATE ! 3661 OLYMPIC ST. ELE VA T {ON — 47, 7 SPRINGFIELD, OR I  POST i  FEET 9 xi -il uL '` 1 7477 a5 `' x  - n / ./9,07 5C,1.1'A /  _  ( .... ,.' S6  5 -I GAG., i'Yp H(3 c4N51',  I  I  XIfiNG pAVp A  ...E NtN- 5t'KINKI.   X ) , p i3I,III.pING   w I  a,• MawN,flr3RESs .  I I x 366"! OLYMPIC S7'. Y  SPRINGFIELD OR  Cc a }Ci511 GUlf.p!! `A'  ..  I ? IC7,Ot30 5Q.1'i',, r. I ', b ,,  97477 IC7 I a 6 .  X ON ..-  .. ,   osT ,,,: STORA i  m QRawrN r1rc.F  5  GE BUILDING I I  AREAALT /'C+'AlP x b0   •' 475.6 +''   tY .,...,..,. .. ..,. .,Nw...„,......,......_....... ,_ TOP ALL i I .y I (-- . ` .  pG C I'AV1NGi i --X--X X --'-X --- X°'-- X.X_x-  -x--X= : x. , . '  ' ' X111NG 6' i- IIC -I j • G i. ING I x   IC?3' -b" iu X ' ' x i X x i " ASPNAL.T I X AREA x _i" x .. I  x I I x i x { X I x fx { X X f 1 i S89'27'00 "y 445.00' 416.56' TAX LOT X400 a\\\\\\\\\\ \\\\\rrl .,, , a \\ \ \ \ t \ \ \   : :   : .  \ \\ \ \ \\ \ \ \  `   t \\ \ \\ \ \\ \ \ \ \ \ \ \  \ Ct  \ \' 1`  \' a\\\. t\\\\\\\\ \\\\\\\\ \\ \ \ \\ \\\\. " \\\ \ \ \ \\\\1  av. ' i !! i f  f: f. » %` ,> r r CATCH BASIN Y I FiiMt; 471.25' C C ) Gt3  - w U z 0 v  0` Q b. CON CRETE C)GC3 CATCH BASIN u, f?IM: 471.54` '. , 414.1 s` `L' ,dry' TOP wALL ,M °  4 _.. . - ASPHALT AREA .1;  s R''' I •'• x s I A' , } GRAVEL I a  , AREA la,. • I o i° I ' °z   EXISTING I  BUILDING Lo  D ( r I h I - '` CRA1E i  4Q 30 2Q 10 Q 20 40 ` AREA {E} Q I -, _ I - SCALE: 1 •= 2Q trt  Q I t.., I © I w I _ g I  TOPOAPNI R/ Y I I i i I . h  i 1 I h   g  <j 415.12' try  . '1`l' ,{° 0`' 474.85' 475.68' A  CONCRE .E BLOCK WALL 1 ` Tt?P TQP WALL ....,... ,. ,.,,...,....M,.............  ENa IRON REBAR 25.44' ' "` TAX LOT FRC7M TRUE COR. I-- - ---- (REF. MON} EXISTING SE1 /- SECTI01 30, T17S, R2W, W. N1. CITY OF SRRIfOFIELD, LANE CO. OR. CLIENT: KEATiNG EN.GINEERLNO DRAWN BY: TB DATE: 2 -22 -12 , .>rS >,iUe .  '.. REV1SiON DATE: P.O. BOX 7155 Eugene, Oregon 97401 .oB No. 12— TOPO —OD8 .SHEET  o   B s. (541} 345 -1112 . X541 }.345 -3464 REVISION NO. DATE B DATE ''2 >3 20l2 SCALE ! 2 0 DRAWN BY I' CHECKED BY SK N 12- 5 7-0 BuILDIN TAiC LCT .  X00  Y     ...t c ®,fl I i i I . h  i 1 I h   g  <j 415.12' try  . '1`l' ,{° 0`' 474.85' 475.68' A  CONCRE .E BLOCK WALL 1 ` Tt?P TQP WALL ....,... ,. ,.,,...,....M,.............  ENa IRON REBAR 25.44' ' "` TAX LOT FRC7M TRUE COR. I-- - ---- (REF. MON} EXISTING SE1 /- SECTI01 30, T17S, R2W, W. N1. CITY OF SRRIfOFIELD, LANE CO. OR. CLIENT: KEATiNG EN.GINEERLNO DRAWN BY: TB DATE: 2 -22 -12 , .>rS >,iUe .  '.. REV1SiON DATE: P.O. BOX 7155 Eugene, Oregon 97401 .oB No. 12— TOPO —OD8 .SHEET  o   B s. (541} 345 -1112 . X541 }.345 -3464 REVISION NO. DATE B DATE ''2 >3 20l2 SCALE ! 2 0 DRAWN BY I' CHECKED BY SK N 12- 5 7-0 BuILDIN TAiC LCT .  X00  Y     ...t c ®,fl REVISION NO. DATE B DATE ''2 >3 20l2 SCALE ! 2 0 DRAWN BY I' CHECKED BY SK N 12- 5 7-0 BuILDIN TAiC LCT .  X00  Y     ...t c ®,fl ti/` W, ON K-1 10-0011111111 C mcm Z rj M r4! 5:vl" 0 NO NOM5! 1) MWAOON TO IX M516N-PULP PY IN5T&MR. LANV5GM 5MIFICA11ON5., 50L PW%I?VA110Nt FIN151-M7 MWAMON OF "-OA51r 110 IX 1211 (MIN,) KLOW FIN15MV 6M. TILL, "C"E IIHOP0112V fO,A MrfH OF 8" (MIW PIZIM TO fLAaWNf OF f0r50IL. IPLAC 1211 (MIN,) TOP50L OVVIZ 1UP 510aZAM. AM 411 Or- ORGANIC MAMRK (FENLOGK PARK CHIP5 OR W) . App 15-50-10 F=LOR TO foF501L. Ar RAfe OF 20 L05 FM 1000 50 Ff. fILL. TO A VeM OF 611 MWIX 2115=1XV BARK OWIZ MA4r 1XV5 "K IN5rrA.LA110NPR0VIIX N76IN6 TO WAMS PLAN IXI:75 FROM LAWN AMA5, PLAN'!" MAfeM.- PWVIM 0NLYHM1HYML, MN4 MATeRK ArLOCATION5 51TCIFE12, 11MICA110N 5Y51W WILL Vc FULLY fiWOMAMV ANP WILL P"M WtV-i0-WPV COW0aVial' WrAMWN WILL m U%p FOR 5HW *V fW,- LOGAWN5. ALL LAIM& LIW5 WILL. KAW AUfMAfIC MN VALW5.5Y5VM 15 TO M M516N/ VULL9 PY IN5f&LXR. PWVIIX'r0 fLW AV6 NOf aM55Y 59W& . 5LV%fW0N5.- OWMIZ MAY 905Ma PLANT MASM&5 TO Miff CITY Gr- 51VINOFIW LAN5CAM %ANI2AtV!5 A5 WTV ON MAN, L mvaw OUL12NO OIZ WIZ CT PLANT KV 211 CMU CAP W, POW [3AM WON (2) #4 CONY. 1811 O.C. 15.611 Fm 6iRotj\v COWR \_PVNVMAM :P&' O.G. 101011 FOR 5"5 ------------- ---------------- ---------- E30NI2 tXAM —8oxj6,cmu (2) #4 COW. 1 %A=i 11011 T PLANT SPACING DIAGRAM SCAM WS 01 & 61TA-51 PlLiVAWN a 481, O.C. Mi MR T r j 5YnM \MTH 6"0 OMf CAWA5efRAp 11AVN-r KNOW 24" 50LIAM W1 4"0 OR 6 OUTLf WITH HIKMt2 LIE2 STATE APPkOWL9 ASPHALT 12lPrW IV OIL & CMA% FILTWION 5Y5TM 51Lf AN12 MM5 5fAff. APPROW12 A-cPftf L71PMP FLO-6AW'm 15 A WV WRK CONfAJNM5NTMA5 OF M12 MANUFACTMt2 PY ti/` W, ON K-1 10-0011111111 C mcm Z rj M r4! 5:vl" 0 NO NOM5! 1) MWAOON TO IX M516N-PULP PY IN5T&MR. LANV5GM 5MIFICA11ON5., 50L PW%I?VA110Nt FIN151-M7 MWAMON OF "-OA51r 110 IX 1211 (MIN,) KLOW FIN15MV 6M. TILL, "C"E IIHOP0112V fO,A MrfH OF 8" (MIW PIZIM TO fLAaWNf OF f0r50IL. IPLAC 1211 (MIN,) TOP50L OVVIZ 1UP 510aZAM. AM 411 Or- ORGANIC MAMRK (FENLOGK PARK CHIP5 OR W) . App 15-50-10 F=LOR TO foF501L. Ar RAfe OF 20 L05 FM 1000 50 Ff. fILL. TO A VeM OF 611 MWIX 2115=1XV BARK OWIZ MA4r 1XV5 "K IN5rrA.LA110NPR0VIIX N76IN6 TO WAMS PLAN IXI:75 FROM LAWN AMA5, PLAN'!" MAfeM.- PWVIM 0NLYHM1HYML, MN4 MATeRK ArLOCATION5 51TCIFE12, 11MICA110N 5Y51W WILL Vc FULLY fiWOMAMV ANP WILL P"M WtV-i0-WPV COW0aVial' WrAMWN WILL m U%p FOR 5HW *V fW,- LOGAWN5. ALL LAIM& LIW5 WILL. KAW AUfMAfIC MN VALW5.5Y5VM 15 TO M M516N/ VULL9 PY IN5f&LXR. PWVIIX'r0 fLW AV6 NOf aM55Y 59W& . 5LV%fW0N5.- OWMIZ MAY 905Ma PLANT MASM&5 TO Miff CITY Gr- 51VINOFIW LAN5CAM %ANI2AtV!5 A5 WTV ON MAN, L mvaw OUL12NO OIZ WIZ CT PLANT KV 21, CMU CAP 8XB46 CMU 51T PAVING O m 4-48AEN6 CMU PmL a 461, O.C. TRASH ENCLOSURE PLAN VIEW iC-A—Le.­SCALE.---1/4r V-0* f pd TRASH ENCLOSURE EAST ELEVATION SCALE: SCALE: JIV =1'-0° 461, O.C. FOUNDATION PLAN SCALE: SCALE, 1/4" =1W 0OW MAM (2) #4 CON' PONOMAM (2) #4 CON, # 5 W-M AT 481, O.C. wkf L30NP PAM (2) #4 CONS I L (-13-- NORTH ELEVATION -i SCALE,. SCALE: 1/4, = F-w VOICE (541) 242-0613 FAX (541) 242-0614 ROOF PLAN 114-Y SCALE: SCALE: IM =1'-0" 2" Cmu GAP- -\ I a0xib GMU GRADING PLAN SCALE: 1 "= 10'-0* PON12 PF-AM 211 CMU CAP W, POW [3AM (2) #4 CONY. 1811 O.C. 15.611 Fm 6iRotj\v COWR \_PVNVMAM :P&' O.G. 101011 FOR 5"5 ------------- ---------------- ---------- E30NI2 tXAM —8oxj6,cmu (2) #4 COW. 1 %A=i 11011 T PLANT SPACING DIAGRAM SCAM WS 01 & 61TA-51 PlLiVAWN a 481, O.C. 5YnM \MTH 6"0 OMf CAWA5efRAp 11AVN-r KNOW 24" 50LIAM W1 4"0 OR 6 OUTLf WITH HIKMt2 LIE2 STATE APPkOWL9 ASPHALT 12lPrW IV OIL & CMA% FILTWION 5Y5TM 51Lf AN12 MM5 5fAff. APPROW12 A-cPftf L71PMP FLO-6AW'm 15 A WV WRK CONfAJNM5NTMA5 OF M12 MANUFACTMt2 PY 51 OWA WMAaAPL AL35OMNf 1. 130X PA131ZICATP FROM 10 6A, KJZ15'rAg rNSWRI%5, INC, it — 41 VOUC[f5 MASRIAL PA-MW P6WINCi 2.1311' KOM, WAVY 01Y CN TRAFFIC 61?All 5LPI?0Rr5 AA5HO H20-516-44 LOAVIN6 FLO-CiAW"M FVVIZ IN51ff ( MOML FF2412) NOMN 1.131M WOOF, HEAVY 12LITY SILK mp t2=5 (IWO 5M5) VANC OkAfe 5WPOkY5 AA5HO CONfANWW MA5 ':r A5 H20-516-44 LOAVINCA POLM5 fW 0 2. PLO -6Aw1m mirm iN%kr 61135ON 5M, t3A51N5 p W1 HINCArV W19 HUH FLOW PYPA55 (MOML Fr2412) WTH H161-1 -24-1 WA5HNOON 5r FLOW PYVA55 PIJ12w, OR 91401 F0, 51FFF-N velz tvvy 5MI17 PMONL9 MAZ LIV (541) 667-e612 541) 6BI-00" ATTACHMENT MAPS 4.130X rMMCA-V2 FROM 10 t4m N GA. MkUl& M55H FIL0Z POVY CdIM-N 15L- L3_651IN5 SINGLE COMPARTMENT CATCH BASIN DOUBLE COMPARTMENT CATCH BASIN SCALE: MTS $CALE; N. 9'-4" CHAIN LINK 16 CAM 1007- 54E M5CIXIN6, WITH MA6NrflC LATCH El  fMH AW W-Cya ANCHOR MAN W/ 5L 2y. %om E' El fwpklwR -1V CONCMS 51-AP MR 61, COMIVACT12 Cr1u19ft2 ROO I I El EJIN, 17-011 I. 21, CMU CAP 8XB46 CMU 51T PAVING O m 4-48AEN6 CMU PmL a 461, O.C. TRASH ENCLOSURE PLAN VIEW iC-A—Le.­SCALE.---1/4r V-0* f pd TRASH ENCLOSURE EAST ELEVATION SCALE: SCALE: JIV =1'-0° 461, O.C. FOUNDATION PLAN SCALE: SCALE, 1/4" =1W 0OW MAM (2) #4 CON' PONOMAM (2) #4 CON, # 5 W-M AT 481, O.C. wkf L30NP PAM (2) #4 CONS I L (-13-- NORTH ELEVATION -i SCALE,. SCALE: 1/4, = F-w VOICE (541) 242-0613 FAX (541) 242-0614 ROOF PLAN 114-Y SCALE: SCALE: IM =1'-0" 2" Cmu GAP- -\ I a0xib GMU GRADING PLAN SCALE: 1 "= 10'-0* PON12 PF-AM 211 CMU CAP W, POW [3AM (2) #4 CONY. 51 \_PVNVMAM (2) #4 1GOw1r. ------------- ---------------- ---------- E30NI2 tXAM —8oxj6,cmu (2) #4 COW. T a 481, O.C. TRASH ENCLOSURE EAST ELEVATION SCALE: SCALE: JIV =1'-0° 461, O.C. FOUNDATION PLAN SCALE: SCALE, 1/4" =1W 0OW MAM (2) #4 CON' PONOMAM (2) #4 CON, # 5 W-M AT 481, O.C. wkf L30NP PAM (2) #4 CONS I L (-13-- NORTH ELEVATION -i SCALE,. SCALE: 1/4, = F-w VOICE (541) 242-0613 FAX (541) 242-0614 ROOF PLAN 114-Y SCALE: SCALE: IM =1'-0" 2" Cmu GAP- -\ I a0xib GMU GRADING PLAN SCALE: 1 "= 10'-0* PON12 PF-AM TRASH ENCLOSURE WEST ELEVATION SCALE: SCALE: 1/411 = 1W 13ONP 1:3 (2) #4 51 ML314 fall O.C. PO NP K (2) #4 PAVINC # 51 ro ,= Ar-Zllr 15 SOUTH ELEVATION 1-1.1 SCALE-- SCALE: 1/4"= 1W 211 CMU CAP W, POW [3AM (2) #4 CONY. 51 \_PVNVMAM (2) #4 1GOw1r. ------------- ---------------- ---------- E30NI2 tXAM —8oxj6,cmu TRASH ENCLOSURE WEST ELEVATION SCALE: SCALE: 1/411 = 1W 13ONP 1:3 (2) #4 51 ML314 fall O.C. PO NP K (2) #4 PAVINC # 51 ro ,= Ar-Zllr 15 SOUTH ELEVATION 1-1.1 SCALE-- SCALE: 1/4"= 1W SECTION SCALE: SCALE: 1/4"= F-V a.'all PYONP 26 GA HI-OL3 POOL=ING PMN W/ W? KIWR 12l?AN TO 55 --#-4 WAR a 181, O.C. —6" COMPACTW CIZU51-1512 ROCK 13A% —TO PLOLIC 5ANIfAI2Y %MR cr 211 CMU CAP W, POW [3AM (2) #4 CONY. \_PVNVMAM (2) #4 1GOw1r. # 5 MEW Af 48" O.C. VW r, E30NI2 tXAM —8oxj6,cmu (2) #4 COW. T a 481, O.C. 4- SECTION SCALE: SCALE: 1/4"= F-V a.'all PYONP 26 GA HI-OL3 POOL=ING PMN W/ W? KIWR 12l?AN TO 55 --#-4 WAR a 181, O.C. —6" COMPACTW CIZU51-1512 ROCK 13A% —TO PLOLIC 5ANIfAI2Y %MR cr