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Home My WebLink AboutPlan, Tentative APPLICANT 12/2/2008 OW,,: ~ 3R 'JG ~ECYC~I 'lG C: 'IT: ~ 444G fRANKLIN BOULEVARD GLENWOOD, OREGON 97440 CONTACT: JULIE DANIEL PHONE: 74G-3023 A~C~ -:C- - 4446 OlLJ t-RANKlIN HI VLJ. Gll:t\WOOlJ, ORI:GON T 3G A ~C - TECTS & :> _A "J 'J :RS/ 'JC 132 EAST BROADWAY;SUITE 200 EUGENE, OREGON 9740 I PHONE (541) G87-1 0 10 fN< (541) G87-0G25 CONTACT: BEN RIPPE EMAIL: brlppe@tbg-arch.com co "5,-, _-A "--5 3A_Z- S:~ & ;-JU33A~J :\JG 'l::~S ELECTRICAL CONSULTANTS P.O. BOX 10347 EUGENE, OREGON 9740 I PHONE (541) G8G-8478 fN< (541) 345-5303 CONTACT: DON DAVEY EMAIL: ddavey@bhengrneers.com CIVIL CON5ULTANT5 P.O. BOX 10347 EUGENE, OREGON 9740 I PHONE (541) G8G-8478 fN< (541) 345-5303 CONTACT: MONICA ANDERSON EMAIL: manderson@bhengrneers.com ~ "'0 a:: en co o o N i:= ...,. ~ ~ o o ~ c:: o ii (.) c;::: '8 ::::'a 0:: en SCI- ~M -: ~ + ASSOC ~A T :S LAND5CAPE ARCHITECT 375 WEST 4TH 5TREET, SUITE 20 I EUGENE, OREGON 9740 I PHONE (541) G8G-4540fN< (541 )G8G-4577 CONTACT: CAROL 5CHIRMER EMAIL: carol@schlrmerassoclates.com ~ ~ co o o ~ 0> <I) 0:: .s Ci5 ~ i= o $ o ~ c;, CE ij~ o::t ...- ~:: 5(9) ~co 38 r;N L - ~N '-10 :D M =0 :tl = C :>>0 =16 ~ iG )W BM\TIAl 2, '~<-C~StJ8 M -rfkL ''0,117 Sili }/_od )f~~ ~f(f: WOg-DW 7Z ~ -.1--?01f A 3 3 ~ =-V A-a" 5 5YM30 _5 AC BFP CB CMU CONC DS DW (E) ELEC ELEV EQ EXIST or (E) HC MECH MIN (N) NIC OC OFCI OFOI OPP OWS 5 !tv t Te TYP UON VFY W/ ASPHALTIC CONCRETE BACK-FLOW PREVENTER CATCH BASIN CONCRETE MASONRY UNIT CONCRETE DOWN SPOUT DISHWASHER EXISTING ELECTRICAL ELEVATION EQUAL EXISTING HANDICAP ACCESSIBLE " MECHANICAL MINIMUM NEW ~!e:r IN CONTRACT ON CENTER OWNER FURNISHED/CONTRACTOR INSTALLED OWNER FURNISHED/OWNER INSTALLED OPPOSITE OIL-WATER SEPERATOR SIMILAR TOP OF CURB lYPlCAL UNLESS OTHERWISE NOTED VERIFY WITH BUILDING IDENTifiCATION" BUILDING # DESIGNA liON EXI5TING TREE TO REMAIN NEW TREE, 5EE LAND5CAPE PLAN5 r\ o ~ ADA PARKING 5TALLS COMPLETE WITH 51GN DE5IGNATION, PAINTED 5TRIPING, RAMP AND DETECTABLE WARNING, TYP. PROPERlY LINE . -- ....- - FIRE HYDRANT, 5EE CIVil DRAWlNG5 NEW $/OR EXI5TING SITE UTILITY POLE, 5EE ELEC. NEW $/OR EXI5TING 51TE LIGHTING, 5EE ELEC. q NOTE: THIS LIST 15 INCOMPLETE, VERIFY ABBREVIATIONS WITH f\RCHITECT --- n NEW IMPERVIOU5 A5PHALT DRIVEl PARKING NEWPERVIOU5 PAVERS H-m+ttifij tmffi!t8J LAND5CAPE BED5, 5EE LAND5CAPE PLAN5 FENCE CLEAN OUT CATCH BASIN UTILITY LINE, 5EE CIVIL - x ---- co o fff:I EXI5TING TREE OR BUILDING TO BE REMOVED / DEMOLl5HED r-, ..-- " I" /--- - --:::::-- ~ r J I / '" \\ L I rI (' " 1 I \\ Jl I \\ / LI ~_~/"" , J~W "G "J_:X ARCH ITECTU RA _ TI-SR AI.O-SR AI.I-SR A 1.2-5R TITLE SHEET SITE PLAN fLOOR PLANS EXTERIOR ELEVATIONS _A \J JSCA :> : L I PLANTING PLAN CV C I .0 EXISTING CONDITION5 C2.0 GRADING FLAN C3.0 STORM DRAIN PLAN C4.0 SANITARY SEWER, WATER~ fiRE $ GAS "PLAN C5.0 PAVING PLAN CG.O CIVIL DETAILS, LEGEND AND GENERAL NOTE5 : - :"C- - ~ CA _ E I SITE PLAN ~ POWER (EXI5T. AND DEMO) E2 SITE PLAN - POWER (NEW WORK) E3 SITE PLAN - LIGHTING (NEW WORK) . TBC~ ARCHITECTS & PLANNE~S / I~,'C 132 East Broad~l:lY Suite, 2:00 Eugene, Oregon 974(1J1 (541) 687-10' 0 Fax (541) 687-06::5 N -@- 0:::: CJ) u.J - / '/ 0 --- u.J - U 0 ~ - u... ./ - :J u.J ..~ 0 .~ .u >0$ o u.J O::::!:.> CL....Ju.J ~U~ >-u.J -~ o L.. U (' u.J - > C~ - --' u.J --~ CJ) CO ~~ .u z C) I 0 - 52 Cl ./ - I Z _J U-J <(~ u.J ~ -. u.. CL C) u.. Z' ......J~ >- c..o _: CLcc ~~: - ~ 0.... ~ V) v C _" Y MA:l NTS PROJECT LOCATION ~" EA5T 14th AVE -~ "'1".i i I EAST 18th A VEl :.!!~'::'~' ~'" kY" : !!!! i ~ i ri i U:i:f.J 'I i ~" /7033444 / 7 50UTH 3 EAST 34 I 500/ I GOO/2400 - :GA -- J :SC ~ :>- 0" MAP# TOWN5HIF RANGE SECTION LOT5 -5- PROJECT # DRAWN CHECKED DATE SHEET 200334 BR JEl 12/02/2008 r1 - 5 I{ @ Copyright 2008 by TBG Architects & Planners line , ABANDON (E) SEPTIC TANK. DRAIN FIELD (E) PUMP HOUSE )-AS:2 ~ - -, I ..... (E) > )-AS: 1 (COM:> _ :T :) ~ o a:: en co o o N a.. en ...,. ~ ~ o o N C o ~ c;::: '8 ::E 0:: en x~, x . - x . x _x ~ x x - ., I I .. .:;::::::. I .:;::::::. , I " ....~ co...d0'r. ...::::. ':;::::::'':;::::::'00 I ~\o ---~~ SEWAGE UF'L1FT ~~ BUILDING 2 r------ I FUIURE EDUCAIION BLIDG I I I I I L_______-------~~~ ----- ~ \E) RETENTION POND WITH AREA . . OVERFLOW DRAIN o 'r- I I I \, : I r----L-....I----, I I I I I I I .. I I--~~! '- I I I . I I I I I I J I I I I -r I I I : I I I I I I I I I I I I I REMOVE (E) UTILITY POLE EXISTING 6' CHAIN LINK FENCE ~x. ~ REMOVE (E) POWER n POLE W/ METER c: N DEMOLISH ~= EXISTING MOBILE HOME * PROVIDE ABATEMENT AS " REQUIRED . - ~~.~",' EXIST 61. . ~-~= HIGH FENCE 1'. r=- J I o o. ~ oS . ~ I 6' .6" I=::;:::::::; ~ r~ Xo ~~ (~\ (x o \ ~~'t o X-:J ~ . -AX _0- MA:> N @ ~ ~ S 89037'3011 E _:G : \J J ~ U (N) OR (E) -II- (N) OR (E) \ TL 1 500 (44G05.28 SF) \ ~. // /' ,- -- EXI5TING TREE TO REMAIN - . -- \ PROPERTY LINE 51TE LIGHTING 51TE UTI L1TY POLE FENCE CLEAN OUT DOWN 5POUT FIRE HYDRANT CATCH BA51N UTILITY LINE, 5EE CIVIL TL 2400 (5077.52 SF,_ , ,-- --------- r~ o XJ ~'/~~ \~ . , I I J -- -- TL 1600 (7G /45.5/ SF) -x - ~ ~ co o o ~ ~ 0> CP. .s Ci5 w > i= o ~ () 0) 02 E m83 ~~ ~...- 8(9) ~co (38 o::N a.. - ~N NO Q) M r EO co c::c C) 0 .516 ~ iG . Ow NEW TREE, 5EE LAND5CAPE A ~:A CA_C,-, _A- O"S f7\ 5 : ::>LA" ~ 111=201-011 G:":{A_ "O---:S co o D.So o 20" I TOTAL PHASE 1/ SITE AREA TOTAL IMPERVIOUS AREA BUILDING FOOTPRINT NEW AC PAVING SIDEWALK 4: PATIO AREA TOTAL IMPERVIOUS AREA TOTAL PERVIOUS AREA PERVIOUS PAVERS LANDSCAPE * GRAVEL PATHS TOTAL IMPERVIOUS AREA 68,124 SF (100%) I. IN COMPLIANCE WITH 5DC 4.3-120, UTILITY WORK WILL BE COORDINATED WITH 5.U.B. 2. IN COMPLIANCE WITH SDC 4.3-1 25, NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND. 3. A COPY Of 5ANITARIAN APPROVAL FOR THE PROP05ED ON-5ITE 5EPTIC 5Y5TEM TO BE PROVIDED PRIOR TO CON5TRUCTION. 4. REFERENCE SH~ET C I FOR EXISTING CONDITIONS. 5. REFERENCE LANDSCAPE PLAN, SHEET L I , FOR ALL LANDSCAPE REQUIREMENTS. 6. EXACT OUTDOOR LIGHTING SPECIFICATIONS WILL BE PROPOSED AT THE TIME OF BUILDING PERMIT SUBMITTAL. PROPOSED OUTDOOR LIGHTING WILL COMPLY WITH CITY CODE PER 5DC 4.5-1 10. I() Jt~~~=:' lID EXI5TING ADA PARKING 5TALL5 COMPLETE WITH 51GN DE51GNA TION, PAINTED 5TRIPING, RAMP AND DETECTABLE WARNING, TYP. 13,243 SF (19%) 1 2,850 SF ( I 9%) 550 SF ( 1 %) 26,643 SF (39%) NEW PERVIOU5 PAVERS ""'" ""'" r - ~ /""" -=- -::::- ~ r J I II \\ L I \ (' ,\ l I \ \ ii I ~ \", / L .J ~ ...:::- ..::::- ~/ . ' . :0. 13,255 SF (20%) 28,226 SF (41 %) 41,481 SF (61%) NEW IMPERVIOU5 A.C. PAVING PR 2-5U 3 \11 ITA '. 2 2008 EXI5TING TREE OR BUILDING TO BE REMOVED I DEMOLl5HED PLANTING BED T13(~ ARCHITEL I 5 & PLANNERS / I~,C 132 East Broadway Suite2JO Eugene, Oregon 974\)1 (541) 687-10 10 Fax (541) 687 -06_~5 ~ ~ /' o - / ...u U - - <( U .- - U- / ...u . :J ~ ~ >CJ~ Q. LJ.J ~/'- o..::::iGJ ~U~ ~>-LJ.J U_ LJ.J _ :U~(f) / CJ =7 /1 LJ.J <~c... ......J~.>- o..CC- - "7 o () > () .....J l,W CO (~ Z () .....J ( ) ~ Z .1-1 L.LJ ~ LL: u.. CJ -7 \.DAlE:: ~,~ ~ CL ~ t() I i S :> _A" PHt\SE - 2 SITE IREVIEW PROJECT # DRAWN CHECKED DATE SHEET 2003Jl B~~ JE- 11/06/200,3 A 1.0-S{ @ Copyright 2008 by TBG Architects & Planners line ....__..-__..;.~FENCE GATE ~__...._-__ ./'............. ........ .......... /// ......" ///... . ......" ~FENCE.G. AT.E-.."",,~... .... ... (', 1/ '~ ....-----..... ........-._-~..... " /," ...... ;... .... -t \ I oJ. // ......, / ......, , ' I ,.., / :> '- -t ' 1/"". \ / CROWN OF /' . r-......, O · ..,.~.,...-.-.-~~ V /" oJ. r.__.,__-,.-t" 'V"'PAVING /. oJ. . ~ r\---'-'-- '~. A 'r'~' -__ <5 lx' ~ "::> .:J x J ,~s~ \:.Y /k)... 1(J~_)t: -- --,-00 ,-- JL. u .-......-. lr. -;'!. ~ /~:: I ~.COVER~D D~MPSTERS -l L__,,-_J v /--:-- ~. I I I I // ~I I 1 I I /../ I ~I II I ~ r--l . / !: :: I I /,' . /' I I I I I / NEW AC PAVING ~ . I I I It II (GLASjf) I / G _________ CROWN Of x ~_q_~ I I I I 9 . lASS CUTTING .~ PAVING I I I I 1 0) I I , L (GARBAGE) J L ~OO J v y ~ J ( SLOPE . v / 'I . fD ~ fD / !: ' .' DEMOLISH (E) STUD WALlS - CMU WALL _ _______x { .^ SLOPE):: SALVAGE LUMBER, DOORS, r--------, ~ L / (/" /. :!.. SIDING, $ ROOFING , ,x t ._J.wp<tP / I'jp,'. . OIL-WATER I , SEPERATOR < :,' OWS [, I (Crl PER) I I " rj - ---'mmJ -~, I TO BIO-SWALE' , I 1;--] (SEECIVIl)~------' I l1J^ I I I I: I I D- I 11.. : I 9 L __,J.J x 1 0) I. 2' I :: ~I I (METAL BIN): ~ ~ (B~, S) x~1 / I' 1.1 I II / II~ II ::1 ! I Y I ~ H ::1 CHAIN L1NK- _________. .. .. . . ......... I /1 I ,L_-:+J FENCE, TYP ... .~ / I I ' , x L - -7~ J I ~ iSiENlESS EXTRUDED CURB ---- ~ ~ / i-I i-I I I I S ,;,~l) '\ x~, / I (AWM)I I (AWM)f I' ~ ':1 r--~ / I I I I r-~-~,~ L --iT '" q- r:t1f\,x . x -----.~ x '-:- x ~. x ~~~x: c.:Y : . x -----.-+1- x x . ,x -----."j x . !x, 0 ~ ' Wr' ' -,-:Jj ,-- L+- -- -j --' 'J:l='= ' ~P?J - - - ' L__'__J -----------------------t=~=: -- CD0 FIRE HYDRANT (SEE CIVIL)- BOLLARD, .1YP DUMPSTERS ----------- PRESSURE WASHING - STATION (PRESSURE WASHING EQUIPMENT SUSPENDED ABOVE) CONCRt I t SLAB - SLOPES TO CATCH BASINS CONNECT DOWNSPOUT TO STORMWATER - SYSTEM, 1YP (SEE CIVIL) (7'\ - ~S- :: "c _OS..., ~:: & 3 _ JG. L. .~ :MO ) ::- \cJ.Y 1/811=11-0" 0' 2' 4' 8' ,.........,. o CD CD o U:J (- / / I . "D5 CD KYLIGHT ~VE,\ 1":::-------:71 I......... ,,/' , .........// , I ....."............ , ,. ",,/ ..........." 1.:::__________::::.1 CD '. APEN T / BELOW / REMOVABLE ~ RAILING o C!) ~ 0::: en co o o N D- u.. J w ~ ~ o ~ c:: o == r3 c;::: '8 ::::'a 0:: en I / 1/ I o flIO;::"'----- ..... ,-~..... ,,'" , ..........// , I //............ , , /// ................. I 1..::_____..;..___::::.1 --,------- /.-"J I ................. ,,'" I ..........// I I /"............ I I /// ............... I 1.:::_________::::.1 STORAGE MEZZANINE <I) 0- f::: co o ~ ~ 0> /P. .s ~ w > i= ~ c ~ 0, '2 E m~ ~~ ~...- 8(9) ~co 38 o::N D- - ":"":N NO Q;~ EO as c:: .. c:: C) 0 .~~ eiG ~ ,^ {DUST COLLECTION (HOSE TO BELOW) XI - [)-5-' "DS CD (9 MEZZANINE PLAN Q1~";-o" -) "G 5 ~ ::MO)::- 0' 2' 4' 8' ,.........,. CD I I I I I( (PROJECT BOUNDARY) I I ~I I I I I I I I I MULTI-USE IlLAST CHANCE" I ~(E)WAlLS_ ~ : UNINSULATED I I I . 1 LI I 1 I 1 ~I 1 I INSULATE WALLS TO 1 MIN R-I 3 4: ADD WALL I PANELING I DEMOLISH (E) STUD WALLS- .1 (....SALVAGE DO. ORS. 4: WINDOWS I H~TED?~:OAAGE ~ _ ~ ,/:: !ff'.".'\IO' ==========j 't:=========== a.: /' -1"- / I .,,- \:rOIp'~T- " / .....- / CRC WN OF PAV NG ( 0 ) ~(E)AC PAVING.~ CD ( ) < ) ) < :i !r (E) DOOR5 (E) DOORS CD ~ ~(N)W:LL "-- ~(N) OVERHEAD DOOR CORRIDOR f:.-- _____ (N) OPENING $ HEADER 5E) SORTING & PROCESSING CD laolIliIi..i'..--" .....,-- .._.._.._~ ---. .- -,,- '~'1 (N) WALLS , : (N) D.w.-,..~ I (E) BREAK ROOM I. I 1-0-- I (N) SINKyl w______J R:@: ~ It :r~ U (2) AWNING WINDOWS DEEP BASIN HANDWA5H 51NK . (E) DOORS 3 ("OPERABLE . \. WINDOWS . ~r CD NOTE: . " (~) CONC. ~ATIO . I . REPAIR DAMAGED SIDING 4: FRAMING @ EXTERIOR WALLS 2. REMOVE CARDBOARD WALUCEILlNG COVERING 4: EXTRANEOUS INT. FINISHES TO EXPOSED FRAMING 3. NEW PLUMBING FIXTURES (TOILET, SINKS, $ DISHWASHER) TO ON-SITE Scr IIC SYSTEM, SEE CIVIL I I - - -i+ - - - - -'--+ - - c - - --+ - r- -- ---- ---,--:--' , , , I , , L__________"-__-' r-------------, , I I I , I L___________..;.._-' r-----..:..-----..;..-, I , , , , , L___-:-_________-' . . r-------------, I , , , I , L__________-'-...:..-' r-..,----:---------, I. I , , I , L_____..:.__..;..__"-_-' r-------------, , . I , , , , L-'-____________-' r-------------, I I I I I . I L_____________-' r--,.-..,---"--------, I I , , I ., L____________..;..-' r------------;...., I. . , : I , L_____________-' r -.- - -:- - -- -:--- ---, I , I I I , L_____________-' r-....:-----------, , , , , I , L-'-__ _ _-'-_ _ ___ __-' .wAREHOl iSE STORAGE (SrIELVING LAYOUT T.B.D. SHELVING WILL BE SEIS- MICALLY ENGINEERED 4: BRACED ASREQ'D.) ---------, I I I ----------' r------------..,-, I I , , I , L______"-______-' r-------------, , I , I , I L__-'-__________-' o u_ +u o CD - 05('\ (E) BARN",\. . DOORS J . . < ) CONC PAD W/- GII CURB ~ (" I) DS Ii (E) ELEC -." , " PANEL~- II . II' . :: (E) DOOR"---:~~..". II . . . II . · J r- ' . CD - - - e.+ - - I ! o r------..,----.---, I , , I I I L"-____________-' r-------:-------, I , , , , , L..:..____________-' ~ OF ROOF SKYLIGHT (ABOVE, TYP 1"-----....:---71 , ............... .....// , , ..........// , , "............... I '_"...:" ._.....~, I 12 _ _ _ _ _.-'- _ _ _:::.I (E). WI NDOW ---',= , \ : I': Q1~';-o" -) "G ~ 0 .J r,-------- : I.......... /. I ....... " ..... ;.,.- I //><........... ',,/ \--'--~- I.~---...:.. C__TOOL ROO/\,! r i I; :@: IL ~ STORAGE ~ II II " " " :: (E) WINDOW"" " l. " .I ~ " II II II " " " " " Ii'< " " " " " " " BARN DOORS"') < ) ""''''''''''''''J ------- .'" " , ,.onon...,,'Ji'n..mnnmnn~""l" 'n~ ~ , : S;g:l~E I I (E) WINDOW~I UNINSULATED SHOP ;. - - [)-5-' EXHAUSTfAN~ "i- .J~.~.-"""..J.DS ~WEATHER DAMPER W/ SCREEN GROUND FLOOR PLAN ~..c I o' N'. PA r----------~~- . I I I I I , L________-'____-' r---------.,...---, I , I I I I L_'-_...:.._______..:.._-' r----..,---"------, I , I I I I L__________--'-'__-' r-------------, , , , , I I L____"-________-' I -f-'- +;l +- T.~l~...~ .J ARCHITEL IS & PLANNERS Ilt\IC 132 East Broad""ay Suite 200 Eugene, Oregon 974'01 (541) 687-1010 Fax (541) 687-0625 ~EDGE OF SLAB ~ .J..J '/ - I 0 /. - L.U - U <( u - - I L..L.. /. - :) .J..J ~ 0 ~ .J..J > <..J $ 0 ./ L.U ~ - - > CL --I L.U U ~ ~ >- L.U OZ U - >0 L.U ....JV - - COW ~ tIJ ~ .J..J ZO /: <..J - ....JO - ~....J I Zw <( / L.U ~IU:: - CL. u...V ....J ~ >- \.O.Z CL ~~ CO - ~a.. ~lf) ,~DOWN5POUT, +- 1YP l:--DIAG. WALL BRACING - TRANSLUSCENT PANELS, ABOVE 0' 2' 4' 8' ~ +- +~ I 1 CD = _00 ~ ) _A 'J5 PHASE.. :2 51T13 REVIEW PROJECT # DRAWN CHECKED DATE SHEET . 'j 2003i~4 'rR r=L 12/02/2008 ? R E..5U B M ITAL ~~EC' D DEe 2 2008 A 1 .1 - S I~ @ Copyright 2008 by TBG Architects & Planners/lnc 23'-2" +/- ~ T.O. ROOF I 5'-G" +/- T.O. EAVE~ : 0) r---, I I I I I I L___J r---, I I I I I I L___J CD r---, I I I I I I L___J r---, cO I I . I I I I L___J " ./ , / , / , / , / '- / , / , / " // /'I _____ .,<- OPEN - ,r /~ - LC , / , / , / ,/ /, / , / , / , / '- / , / , / , / '- / '- / '- / , / , / '- / '- BUILDING 10 1 :A5- -= - -:VA --0" Q 1/8"=1'-0" EXISTING BUILDING TO~ REMAIN METAL ROOF TO ~ REMAIN SLIDING BARN DOORS ~ TO REMAIN, 1YP EXISTING LIGHT FIXTURES ~ TO BE REPLACED, TYP (SEE ELECTRICAL) II 11r---- ~ 0_~01 ..... . ..!: .. J) (E) BUILDING 4 & NEW TRASH ENCLOSER 3 "0 ~- - : - :VA- 0" @ 1/8"=1'-0' C!) 3: o 0:: en co o ~ 0. u.. J w ~ C") o o ~ o ~ !E "'0 o ::a: It: en ~ ~ co o o ~ ~ ~ S U5 W > i= o .~ ~ 0, o~ E tD~ ~~ ~- 8(9) ~oo 38 O::N 0. - r:::i'~ Q)~ EO co c:: C 0)0 05-"i ~ ~ ,..,. r,.. "9 r- L ~ . ~ ~ O,j (3) o (5) r---, I I I I cO L___J r---, I I I I I I L_.....:_J. r---' c:::::J I I I I I I L___J r---, I I I I I I L___J " , '- / , / " / '- / , / , / ~'-'-"''' -OPEN~ , / . '- / '- / '- / X / " / '- / '- / '- / '- / '- / '- / " / " / '- / ., / " / '- / " / '- CD 21'-9"~ T.O. ROOF t___.__ IG'-O"~ T. 0 . EAVE _I I r ~. r ' , I I I I , I I '-1 u l I I I I I I I I I I I I I I , I I I I I , I I I I I I I I I I J I I @ r---, I I I I c=> L~__J 1 I~ / r~-! ~ I I I I I I I...___J ---METAL ROOFING~ . TRANSLUSCENT PANELS, TYP (A) 8 TM(~ ARCHITECT~& & PLANNERS II~C I 132 East Broad\vay Suite 200 Eugene, Oregon 97'1~01 (541) 687-11)10 Fax (541) 687-0,.)25 LIGHT FIXTURE, TYP (SEE ELECTRICAL) ENGINEERED RIGID STEEL FRAME, ~PURLINS, $GIRT5~ -----METALGUTTER~ ~ AND DOWNSPOUr DIAGONAL BRACING 8' . .n' 111 IIIIII (1IILn_J t.., :J.I [,II biRni--I. . _ -q' I -- ---!-- ---.-i_ ~_lmlllllllllID!IIIIIIIII"lIIm~ - I .." ~--_.. -;1 .. .. ! I 11 ~ i ~ i CD (3) ~- r __0__' I I I I I I I.... __.__.J ,/ r--- -/,I I l:: I I I I I 1...______, r.--.--" I I I I I I L.__._;....J , I I I 11111....,l'11111111111 , I I I t I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! I I I I I I I I I I I I I I I I I I I I I I I I I , 191-0" "J" DEMOLISH PORTION OF (E) BLDG.. 4 ) (A) I ~ I _ 23'-10" +/-~ T.O. ROOF n I I '_/ EXISTING METAL ROOFING-------- TO BE REPLACED OR REPAIRED "'';J , I I I -- ..I:" EXISTING METAL SIDING ------- . TO REMAIN .......... I ~ I I I I -..1"-.... - " ?i/ ~ 7~~ EXISTING WINDOWS TO----- REMAIN, TYP I I r~ ______________~--- I r I 1--- I I : I I I I I ~ I I /' I : , , '/ I I. :- /:: :t{= ,- I '=/ t:...1 I .......... i"'l--- I~l 2' 4' ~ n I , '-,-./ n l_J ~/~I /~ ff / I I ~/~l ,/ ~ ff/! I EXISTING BUILDING g 5 :A5--: - :VA -- 0" @ 1/8"=1'-0" -- - BUILDING 10 2 SO J- - -: - :V A- 0" @ 1/8"=1'-0" 2' 4' 8' . ~ L.U /~ o - ~ '/ ...u U - cr - LIGHT FIXTURE, TYP (SEE ELECTRICAL) \ <( U - u... ./ :5 ...u 0 ~ ~ ...u > $ OlJu.J y!C.> CL--Iu.J ~~~ U_ u.J _ -~t.r) .u ./ lJ =7 <!C.~ ---J~.>- ~CO- z C) 0 >'lJ _I. u.J CCt~ 2;0 -10 ~:.....J 2:u.J <( - I u.. ~.. <..J u....Z \..C)- ~.~ ~.c.. ~. tf} -- METAL GUTTER $ DOWNSPOUT ------ -......... BOLLARD, TYP - ~GATE, TYP I NEW TRASH ENCLOSURE 4 W:5 ~ -= - :VA-- 0'" @ 1/8"=1'-0" 8' . 2' 4' 8' I ~ ~ cp -:-.. LIGHT FIXTURE (SEE ELECTRICAL) o iI> --------- LIGHT fiXTURE (SEE ELECTRICAL) ~ EXISTING METAL ROOFING TO BE REPLACED -- EXISTING ELECTRICAL METER AND PANEL (SEE ELECTRICAL) , , I I I I I I =~/~I ~/~ ~ ~ EXISTING METAL SIDING TO REMAIN -~ EXISTING BARN DOORS AND TRACK TO REAMIN :X-- : ~ 0 ~ : :VA- 0 '" I(~' - - -.. . ~...) , I I I I I _____ /'i-- ~ ( ) ________ EXISTING DOOR TO REMAIN ~ EXISTING WINDOWS TO REMAIN, TYP I EXISTING BUILDING 5 6 "0 ~-- - : - :VA - 0" @ 1/8"=1'-0" - 0' 2' 4' 8' ~ '0' 2' 4' 8' ~ . I PHASE - SITE REVIEW PROJECT # DRAWN CHECKED DATE SHEET 2002134 BR IEL 12/02/2008 PRE..SU3\111TTA-L REe'D 2 2008 A1 .2-SR @ Copyright 2008 ~y TBG Architects & Pla~ners/ hlc ':J - AS = 2 ~--..., I ':J - AS:: 1 (COv1':J_=T::) ) ~ ., \ \ , I , r-----------~--~ I I I I I I \ I I _----j L----------- -J. -~ )( ~ x_------~-~- ----- , SPRINGFIELD CODE SECTION 4.4-105(E): AT LEAST 65 PERCENT OF EACH REQUIRED PlANTING AREA SHALL BE COVERED WIlli LMNG PlANT MATERIALS WITHIN 5 YEARS OF THE DATE OF INSTALLATION. THE LMNG PLANT MATERIALS SHALL BE DISTRIBlITED THROUGHOUT THE REQUIRED PlANTING AREA. THE PLANllNG ACCEPTABLE PER 1,000 SQUARE FEET OF REQUIRED PlANTING AREA IS AS FOLLOWS: 1. AS A MINIMUM, lWO TREES NOT LESS THEN 6 FEET IN HEIGHT THAT MEAT lEAST 2 INCHES IN CALIPER (AT THE TIME.OF PlANTING, NOT INCLUDING ROOT BALL); AND 2. 10 SHRUBS, 5 GALLONS OR LARGER. 3. LAWN AND/OR GROUNDCOVER MAY BE SUlk>> III VTED FOR TREES OR SHRUBBERY, UNLESS REQUIRED FOR SCREENING WHEN .THERE ARE ADEQUATE PROVISIONS FOR ONGOING MAINTENANCE. LEGEND SPRINGFIELD CODE SECTION 4.4-105(F): . PARKING LOT PlANTING AREAS SHAlL INCLUDE ONE CANOPVTREEAT LEAST 2 INCHES IN CALIPER THAT MEETS CITY STREET TREE STANDARDS AS MAY BE PERM.. I t:D IN THE CITY'S ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL AND AT LEAST FOUR SHRUBS, 5 GALLON OR LARGER, FOR EACH 100 SQUARE FEET OF PlANTING AREA. SHRUBBERY THAT ABUTS PUBLIC RIGHT-oF-WAY OR THAT IS PLACED IN THE INTERIOR OF ANY PARKING LOTS SHAlL GENERALLY NOT EXCEED 2112 FEET IN HEIGHT AT MATURITY. PARKING tOT PlANTING AREAS SHALL INCLUDE": 1. PARKING AND DRIVEWAY ~t: I ttACK AREAS SPECIFIED IN THE APPLICABLE ZONING DISTRICT; AND o C0 2. FIVE PERCENT OF THE INTERIOR OF A PARKING LOT, EXCLUSIVE OF ANY REQUIRED PARKING St: IttACKS, IF 24 OR MORE PARKING SPACES ARE LOCATED BElWEEN THE STREET SIDE OF A BUILDING AND AN At<. I t:RIAL OR COLLECTOR STREET, AND ARE VISIBLE FROM ANY b I KEET. PROPOSED DECIDUOUS TREE SITE REVIEW APPLICATION NOTE: EXISTING TREE TO REMAIN SELECTION AND DESIGN OF PROPOSED PLANT MATERIAL PENDING CITY APPROVAL OF SITE LAYOUT. FULL PLANTING PLAN AND CHART WILL BE PROVIDED IN COMPLc Ie. APPLICATION SUBMITTAL x PLANTING NOTES: 1. MAKE MINOR ADJUSTMENTS IN TREE SPACING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SY~I ~ AS INSTALLED. 2. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. MANNER 3. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILmES PRIOR TO EXECUTION OF WORK. REPAlRANY DAMAGE TO EXISTING UTlLmES, PIPES OR RELATED FAClunES AT CONTRACTOR'S EXPENSE AND IN A APPROVED BY THE GENERAL CONTRACTOR. 4. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3wIN DlAMc I cR WITHOUT PRIOR APPROVAL OF LANDSCAPE ARCHITECT. 5. TREES AND SH. RUBS PLANTED TOO DEEPLY WILL NOT BE ACCEt" I t:D. SEE TREE PLANnN~... ~ \ JI rK:"'~lJVI R:C'D IRRIGATION SYSTEM: 22008 LANDSCAPING TO MEET REQUIREMENTS OF SPRINGFIELD CODE SECTION 4.4-105(E) LANDSCAPING STANDARDS (SEE NUl cS). - LANDSCAPING TO Mcc I REQUIREMENTS OF SPRlNGFIB..D CODE SECTION 4.4-105(F) LANDSCAPING STANDARDS (SEE NUl cS). --------- 1-. ------- PROPOSED PLANTING AREAS FOR FUTURE DEMON~ I nATION GARDEN HUE} PROPOSED PERVIOUS PAVING r~~~~J.~~r;;1 PROPOSED IMPERVIOUS AJC PAVING -x X X EXISTING FENCE IRRIGATION S't ~ I c:M TO BE INSTALLED IN AlL PLANT BED AREAS. IRRIGATION S't 0 I c:M TO BE AUTOMATIC ELE\.r I rdC SOLENOID CONTROLLED UNDERGROUND SPRINKLER SYo I eM WITH PVC PIPE AND F.I liNGS, BACKFLOW PREVENTION DEVICE, AUTOMATIC CONTROLLER (IRRITROl, RAlNBIRD OR APPROVED), ELE\.r I tdC REMOTE CONTROL VALVES (RAINBIRD PEB-PRS SERIES OR APPROVED), WITH pop-UP SPRAY SPRINKLERS (RAINBIRD 1800 SAM-PRS SERIES OR APPROVED). ALL VALVES TO BE LOCATED IN UNDERGROUND VALVE BOX (CARSON OR APPROVED). AUTOMATIC CONTROLLER TO BE LOCAl t:u 'N Wl=A TI.II=R DRtYlt: I ~ATIl'W -. LMDICAPE AlCllIECfI ..... ~...... S;...... a:~ om cD<q C-E ~~ 0 .n~q .. u... (I) o ~ N .- ~,~ en.e .. 15 CD ~ -e ... .- 1niZii CD .. (I) ~!. ~i~ ~ II! ~ ~!l!lt~ G~w9IOU)~1 a:zcz:w ~~~~ m flm!iicj!: ~~~~~~~ ~~8!S~ml Iffi~ZI] . ~6(!J1~~. ~~~ I:e: ~~lifffi!~1 ~~~z~~Q ~~Oi;~9 !3:I~~~i o~tI~oj!:;;t ~~~~~~$ ~8~~a:~1 I~!~II~ ~~o:;e F m~8~ w +a:m~i+~ ffi ~ j!: I~ fi! ffi i ~m~ ~~c ~~~ ~~~ " Z - ...I ~ U W It: " Z - It: m ScalI: 1"'2fr.(J" 1 10 I o ......... . D8te I I .a ~ I I L1 . 0:: o 9" w u: C) z zii: j~ ~ D. ~ !!! C) ~ [ij i!!: I D:: I- La. 29 W cr 0 .... ..J co ii5 D. i Ci) t- _J J 20 4) ~"liun I I I ~ I i i I J I I p- ~-ASE2 ~ -, > PHASE 1 (COM :J _ :T :) 1 ->------...~'~- .~-~.-.;;,;:o-~~.=-'"-.---o; - - _..--.:x-..=. == €)' l:'Y'GLONE FENCE __.N.-~~~_.:4-3Jt9J)':... -)f . _ - 1 .~ I .-'Y'CLnNE FENCE ....;:::-..::::-::;::-~. 'Y;b . ~ _~. . x_ _ -~',,- ~ . It---:;:-.--~~-=-=~ l, ~tg'J~[ \ L_.__ \ -.. 1 -- -. .- .- -- -1 o s--- . . \ - ~~--- ~,-:~ ., ~~ O I c ''r'CU)I~!:_.._.__.==._..;;3<.-;;.:._'';"';;;;'' - . ~ . -.....)E--. - ~---~-- ...!- - AJ I ~ 39.-16' o I ~ -- 19.34' -- 'I r- I I I I I I __J I -i 11.60' . -- EXIST. BLDG 6 I '~~~O ~.I M. OLlSHErl . I. I I I I r;..J o : J + ~ ....---- i I I I \ . \ \ ...:..:....:--.-r G .-'--- G -,--",,--"-"-'"-''' . G --- (GRAS~ " AREA--J " "';"'"'''''' \::t 56.83' '1 ~~--~~ ew" n ~~ fl ~'i ..r-- 'f~~J._L"{\'~!' 't ~ --..-; ::---.. , -., I I I I I I I I =-s ~"'''\ IT' \ \ : \ \ \ \ \ \ \ r \ '== \. \ \ \ \ \ \ \ f\..\i \ \ \ 1- -:1 ~\ ' ~ =d = \1 I I \ 1\ \ \ I I I I I Q 48"3L MAPLE ' '\.' \. I I ..;.:, . . I I \ \ \ \ \ I I I I I \ \ EXIST. BLDG 3 I F . \ \ \ \ \ \ \ \ ~~ \ \ \ \ \ \ ~. R~~~~:ti~RY ~I -~. == . I I I I \ I I "'-~ I I I I ~ I I I ';;;- \ I I I l I' ~ I I 1 I \ ...., 1 I I \ , I c.L \ \ \ \ \ \ \ w::~~~i~~~t \ I: I \ L" :fll'}" II I I II: \ \ \ (?,43aSFl \ \ \ \ \ ~O.OO' .\~. - .1 ,,1'" .... \, .1 \ \. \ I \ I I \ \ \ \ I I I I \ ~,j)' ~I I I \ I I I \ I I I 'I I I I V". c. \ I I I \ \ \ I I I \ \ \ \ EXIST. BLDG 3 ADDITION ~)< , I I I I I I : \ I I I I I I RETAIL I / 'X ;<. 'I \ \ \ I I I \ \ \ \ I I I (853 SFlJ ,/ , I, ~ I I \ \ : 1 I I \ : 11_---- __---.- \ II I \ \ I '\ I \ J" L- - - -- -\ )- - - ':":: . S_D _ --'" ~,t\\ ' I \ I I I -\. ----. I "-_I \ ! \ ~___-.J L_-- --' L_-- _, -~-~ 441 \~/ ____------------\--------------- Ct -"'\\ 38.73' \ n <~, EXIST. BLDG 7. - - ' . -, -IIi- \ \ JROP-OFF CANOPY " I \ \ (3,546 SF) _ GRASS '1 \ \ AREA--___j . ~/ \L" \J \ \ \ \ \ \ \ \ 0 \ \ \ \ \\ \ \\ EXISI BLDG 4 \ SORI/PROCESS \ \ \ ~~om \ PORIION F EXISI BLDG 4 \ SORT ROCESS \ \ (TO BE D OLlSHED) \ PLAN SCALE 20 . 0 ~. 1 INCH = 20 FT. 1t! I " ~'" /~"- GRASS ~ ( "R ''',4, ; "--. h, t. '-'-.../ -,. ,,~~\ ---- .~-- ~~/ .~ C-----A SP HAL T "'). . X'"X': ., PA VING ___ Y." '" 0:;' I ~..!~ c-.il 0\ (11 ..... ", " -44/-...... '-. '- ~" ..... " ", ". .-" ---P __ _. _.~ - - \ .\ i , I ,/ -- ....... ....... ./ /l -, ..... ./ ...., " l' I ...., / f ! ~; '\ f. \ 4M . r ' I ~I III u>l I --- u , ......... ,r~~ GRASS '\ ~ AREA --.J " ---,.-.... - 1'- \ ~ I \ \ '\ --- - /" ! ~ ,/ ~- '- ....... ,/ ,-" ......-- ---...--.... /' ./ ./ /"' ./ ~/ ,/ - ..... ---" -- --- ~ ~ ~ ./ ~- ./' ./ ,/ r \ \ \ \ \ \ \ \ \ \ \ \ \ \ t N /' ./ / ./ l r:>-~ I . 0 ~~ '- -- 16.53t Ii I ,.. / r \ \ \ \ \ \ \ \ i ~~\ ".. (------- ('RA S'S ''\ . \,..7. ,- l t" A REA. .........J "', / 10 20 i 40 / / REFER TO SHEET C6.0 FOR CIVIL GENERAL NOTES AND LEGEND ",," ./ ~,.." l----- /' ..... ~~\ r Ix I \ I EXISI. BLDG 5 SIORAGE (2,422 SF) (NO SCALE) VICINITY MAP I j". ...... o z a:: >- \AcKENZIE ~ ,~.' ~ ~ ~ ~b-- U !l5 14TH _if [:;2l {;-1 _ ~ ( _wl.. ~.~ (/). c.:> ~ Isn; ~ ~ ~ ~ r- .'~-i'-- 8 I :::z o u SITE PLAN REVl~W SUBMITT AL I , I ! " \ 5.00t '- 44/ ". , "n ,.'); \. S 89037'30" E ilB tIE .J. , . iB ...:..1.0_ ~b.;\ -~ w ::; --- a: w <:..> a: (/) PROJECT LOCATION =r:U <::::::= ~ Vl8TH IAVE~ r / 19TH AVE. ( THIS DRAWING NOT FOR CONSTRUCTION ci > ..J co SHEET NOTES THERE ARE NO WATERCOURSES OR RIPARIAt~ SETBACK lREAS ON THE PROJECT SITE. 2. THE SITE IS LOCA T~D ~R~~~DX:W~~E~~E~~gEo~E~~~ OF ~~~~Di-H~~E~.:Fg6T1~~ ~H DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. ME OF 3 . THE PROJECT SITE IS LOCATED OUTSIDE ANY TI rRA VEL ZONE ON THE SPRINGFIELD WELLHEAD PROTECTION AREAS MAP. WS THE 4 THE SOIL SURVEY OF LANE COUNTY AREA SHO . N THE -PRO 'ECTSITE. FOLLO~NgAt~~~UORBAN. LAND vCOMPLEX. IN APPROXIMA TEL Y 12% OF THE PROJECT SITE. HYDROLOGIC GROUP A AND A DEPTH TO GROUND WATER GREATER THAN 6.S-FEET. B. CHEHALlS-URBAN LAND COMPLEX IN APPROXIMA TEL Y 87% OF THE PROJECT SITE. ,HYDROLOGIC GROUP BAND A DEPTH TO GROUND WATER GREATER THAN 6.5-FEET. C NEWBERG-URBAN LAND COMPLEX IN APPROXIMATELY 1 % OF THE SITE. HYDROLOGIC GROUP B AND A DEPTH TO GROUND WATER GREATER THAN 6.5-FEET. ~ 17TH 11 GI enwoJd \ C ~ ....: (/) \- -- ----~-' 0..-- _....-r.. f _-'- I ..,,- .~----.- j...--'".- 18TH AVE. - BALZHISER & HUBBARD ENGINEERS --- \~ ~~ OTH AV~ ::::J .....i. ~ MECHANICAL . ELECTRICAL . CIVil . SURVEYORS 100 WEST 13TH AVENUE F.IW m~6~t-8~~~()1 f: S41.345-S:m3 200603C1.0.dwg 200603 J TBG ARCHITECTS & PLANNERS / I 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ~~ lNO~ ~\N~ :iil!I~ 113,624 ...~~~ ,) J~_ ~ ,,:~ _ . I~ . OREGON Ii ~>;ii 16,~ ~CA B1~~ .EXPIRES 12/31/09 200603ctO.dwg ~ ..u ./ o - /. ..u U - - <( U - - U- - /, ~ ~ ~ ..u >0$ O/:!:: ~,~~ ...... U ~ ~ >-u.J~ U-iiS u.J-Z - ~(f)- ..J..J _ d 9 I . ~lJ - z u.J /, '/ UJ ~ u: <( ~ Q.. L1- .......J ~ >- ~ ~ CO -~ Cl. :X 5-- "G CO,,) - 0'.5 PROJECT # DRAWN CHECKED DATE 200334 JAH MBA 12/02/08 SHEET C1.0 .E.SUB- '0 2 {g Copyright 2008 by TBG Architects & Planners line r-~----' I I I I 1.'1\. .J. .. : L _-, . I . . I I I I I I I r-.J +-hJ ;/ I (COM :J _ :-E) \ , , __NY.~39?~F.._~:l6fCLO.~ n.:~~-El~ . "-.. ._.. .. _ .. . . .. .. .. . ' .U32 , .. . .....-- ," ,..._ _ _ ,APL' ':l 6' /0 ./~, ... .. . .~.... ... . .. . .r.--\- . .-=-=-~ .~~.. - . .' - _4''1', , C~.'CL.ONEFENC.E C~~. ,,'\~.. ~ l, ~ttJ6.,.~E... (j.). =:~l\~ K-=::--r-~:==-=---=---.-.----.~.=--.--~: _: ZLL+ W> "~~G ," -=" ff- "- 1 (-<f~SS j 'ek >i I~' \ ~~""~,~ - \ <==--~ \---7-----::--~ "" f 0 ,~ 1\ \ In )439.26- \ ~_-~----- ,\ l~tiD- I --------~ 'lY _ I t\~~~ 0,' ~ ' I Q I , 0 \ 437,01 11> 7? V~ 1t:Y~ ~'?'- , I 'l-~ cO SWL FL . ~~'.. lc1~~~O~ ..x {s. ~ .o' ~aJ g:~ t~~~~~ 0" 4;(,-,- =::"1= .'~ ,)(439.34 .l, tilL \ \" ,\ \ ----.,\ ""\ SWL:- - ~441~67~-::-~~7FF.+tL80 c== TW!SWL /, ~439.84.&.. . .. .i.. I: riM, ~ 0 ~ ~~a~1.72 ~. ~ ~-a. . = ~ _ . . ~\:). <X.'v _~~'V - _' ,~.. / I '? 1\ - --r:-' ~ z;.:= '441.43 ~~~ k 1J \ i'l1 .:/SWL ~~D., i~2.07 >.. '0 :.. 'i"..t\ --- --- ---- - r-,-----..;.------------- ,- -\-. ,- . - , -----------~,~ I I '\ X I I \ ill'.- 441.59 I , ,1l' I ',;' i I '. ; I I I ~ I I ~(). I I ~ I I x 1 CO I I I I 0 I I I "" I I - ""- I I ( - GRASS ,,' , , ....... AREA ) I ' ' -' I I ,,-' ~()~ I ~ I I x I I I , Ii c .~rt~1:..-.:;~ = ~c 'f'."r-il. ~. - ' wJ f I . \ -'\?:> ~~. x/ ~ \ t \ L.. c' ~y ASPHAL ~ \( PA VING --J ;I?"~ r:44L37 . !:) -111--. EX TP .~. ~~ ~~. ~ x ~4'1.44 EX TP ~ ~441.37 EX. TP o .-<.: o )(j- ~() 0 ~(). Z ~ f11 m }!> ~ {.l) :.t:\:J ::E:t: )>)> r-- (A~ 'J v <oCO ~~.~ ~...l ' <<, v 440.90 EXTP ....... '-.. " " ~ ~ ...... ~y - ~ 441.84~.'. 441.64 1P .. . '~1P ~)~ " x~ :s: ('I') " ....... " ~ ~. % ' / ~ . .. ~ D.~. . .. . .. 'SD' "0.5. . .0 I . .~ k ..,- - - - f.\\.. C.O. t (3 ' ~ c.o: 442,41 ' , l~':;' ~442.29 !l.s. ~~'Y TC ., \ TC ~ . " \ 442.03 ,----, \ \ TP ~ \ , \ ~ ,L 441.46 r TP . r\GRAS~\ <Q \\ TP \..., AREA.c.J .;::.':3 ',.0 ~1.66 /' ~-<..c, 441.5~~ij- /'iit1.30 TP tb( '/oJ- '80 \ \ . N " :1i "O.s.- ~---- :z ~, i>'O o x Vt 00 '.... '\. ?: '\ ~ ~ () f' v8'~' I 0 ./ / // CO o l}, }:~ ~ ~~. o. ~~';3 x __......--- X /",-- ~ ",// ~ \ ~ ~, ~ ~ \ . <:><:> ~. n tJ) c={::> -u- ~ 2% ,/ r> '~p ///2% ///--.~-- C\..... . 1 G ;t'fJ " )r-\ -6'0 ~f1_64- - - ~ ~ - , '\ \ \ " 'r:J,t .-r-----,. ("GRASS) l~ =-v ~R~-' \ \ \ \ \ \ 441.64 1P \ \ \ \ \ \ \ \ \ \ \ \ \ ~~ ~ X // ,,' /" ./ ,/ \ \ \ \ \ \ \ \ - r---- ~L\ _441.4~ ~ RIM ,~ \ \ \ \ \ \ . ~ -II- 20 PLAN SCALE _ ? 10 20 ....__ _ _ I I 40 . . I 1 INCH = 20 FT. ~ r 8: 1 '441.64- - - -'::.>: - '- ~ 1l' l" ~ 03: 1 ~ x AA\ / / 3:11kr.'~'i3~A'1JK ./* ~ -II- ~<O ", ~~ <(,., CO~'\ x," ~ ' ' <?'0 "S REFER TO SHEET GENERAL NOTES C6.0 FOR CIVIL AND LEGEND 0.5% 'I" '---.... ."> -'\ ~(), ~ x '-/ ) " 438.38 ~ BANK -II- '0 "S <(,. 1- <( .\ ~ ~ SITE PLAN REVIEW SUBMITT AL THIS DRAWING NOT FOR CONSTRUCTION , \ C \~ - BALZHISER & HUBBARD ENGINEERS MF.CI1~NICAl EUCTRlCAl . CIVil. . SUR.VEYORS 100etrEST 13TH AVENUE 1~?!4i ~6R~~;1p1 200603C F: 541-345-5303 2.0.dwg -II- ~ ~~ \)~\\ o 200603 T~G ARCHITECTS & PLANNERS / INC 132 East Broadway Eu Suite 200 gene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 200603C2.0.dwg ~ L.U / o - / L.U U - - <( U - u.. - / L.U ~ ~ ~ >O~ 0, u.J -..~ /, - ....-> 0.. U....J u.J 5- ~ ,>- uu.J _u.J- L.U~V5 /0= <(ydJ --J-CL ,0.. ~ >- "_._-~- C;C - - .....J ~ Z ~ u.. \.D ~ ~ ~ G~) "G :> _A " PROJECT # DRAWN CHECKED DATE 200334 JAH MBA 12/02/08 SHEET r1 0 PRE-SUBMITtAL ~ t1 DEe 2 2008 @ Copyright 2008 by TBG Arch. ltects & Planners I tnc .2 ~ ~ r---' I I I I r-J I I -tl\... : .., I I I I I I :=) I _-f..J +L_rJJ Y o ! 1 ! I ~l 01" .1, gl' I ~I = i ~I N, ~. V)l~ ~ i I ~ i I l' , I FENCE v .~-;;;; --: > ~ - AS :2 ~ --, ~-AS:1 (COM :>L :T :) > \ , I -- _0 .':'.~-- '.~'."';--=~--;;;';';-;;'- ,..--.-""------_..,,- ~ .. I-----~----------------- I ------~ I I I I I I I I I I I s~ C~EANOUT ! , 8 FL= 439.61 , , I I I AI I I . ~\ I ?~ALE OUlf ALL. ----J~ I 8 FL = 438. 38 ./' ' \... 81 0 _ (f) ~~. . I~ I .________. 6 "SO t TYP / : S= 0.0050 FT/FT I - - :t S~ CLEAN OUT 8 FL= 439.23 r (1_~ B---~ ~:ia ......_.... =.6": S.o- .- -...-- ----.--. -r r--- --- + ~ 01 \5' "-,e 0 :0 cia . ~.o... ... A ...-- o ~= : a D r- ,~:. ~~. crD3_--n'-' 1 1 I I i~ ,-.1 1 \ · 1 I I 1 I I I I 1 1 · 1 I I I 1 1 I I I I 1 1 I I ,\ 'I 1 I , , 1 I 1 1 1 1 " , 1 I I I I 1 1 . 1 1 I I I I I I I I (~. ~ I 1 I I 1 1 \ 1 1 \ '-\ I I , 1 1 I' I \' ' 1 1 I I I i I I" I I , I I 1 I I ' I :t>:t> 1 , I I 1 \ I' \ 1 :tB ' I I I \ \ I \ \ \ $:r:: I I I , I' I I ' , ~F: 1 I I I 1 I I I ' I , iI-' 1 1 I I I 1 I 1 1 1 '. 1 I ! I 1 1 I 1 1 I, \ I I \ 1 \ \ I I \ I -" ) I , ~ ! I I I II I I J ;\ I I ,I ~ \A I I 1 \ i I "'" \~. \ 1 X /-,ATCH BASIN' I .1 " \ , 1 1 ,IMf 440.83 I \ I I. I' \ : 1 I G:X 6"FL E (Olin)!. I 1 1 I '\. : \ tlJEW 6"FL \ T 439.91 (PEkiO :' n 1 I \ ~Ew\ S"FL ~ ~~G1) 439.85 I I 1 \ : '~ ,I I 1=439.751 I I' II -- ~ .:.!. - -:1- \.- - - - ..J L - - -- - J ~ -- - . : DS. ' - '" -":0---- o. ViO'!' G' ~~ /0 \ C ' TYP . y \ = 0.0050 FT/FT ~=-l-- - u 8" _ _ _ _ _ . _... _ ,8"SD I . - - F - '-'_t!. // 1 ~ .. / \ ~/_//:;~; SD PIPE \ \ \ -(\ (\ o \) S r r71 I .. t I I \ I ! I I I I I I ~ . I \ l ! I I I I \ \ I I I EX PHASE 1 so SYSTEM TO REM AIN r- " t:;J { --ASPf-lAL T "- \.,"' PA VING ...J _ . TEM P OR.A.R 'y' II- povVER eOU~ --. .~ S~ CLEANOUT 8 FL= 439.54 ~ -.( \ \ " 'If'" \ S~ CLEANOUT \ 8 F _= 439.06 J . :J C" ...--'.. \ \. / J~_ -ri -L " / " ""l... " -II- \J \ \ \ \~ \ \ \ \ \ \ \ 00--~ __C-~~ \ \ \ DOUBLE, CHAMBER CATCH ijASIN R!~= 44;.79 6 FL= 4\9.25 \ 6ttSD \ , TYP\ S:= 0.005G\ FT 1FT 6 RD CONNfCTION. TYP \ -II- \ \ \ / ...J- \ \ \ \ \ \ Ii \ .ciJ \ ."....;[1-..R " ( ~.:> \ASS .. _6t~~\Rf.dwsr co \ ! I OIVWATER SEPER~ 8u 'l'TOR . ~ SD, TYP ; (~ . S= 0.0050 FT/FT \ \ ~x,'\~ \00~<( <('0 ),.Sx, '\ I l , 3 ~ v i i _ =- _ i co . . . - - g 8:..=--=-::-:----' --:::::::-::::.:-:- ---- :: ~GETA TED .~~t\LE - ...- ---'" -...-- ......-'" /' '--"'--=-~"'" _..._~_... ---~.. ( A _ _ . . . _ _ _ is - .../ _ _ . . . _ _ 9.0 . - INFIL TRA T10N P~~D - - . . . - - - .. . . '.) \ .a 1,094 SOFT ././ I .' // POND BTM= 437.71 .' A/7',./ ... _5/// /' / --- --- >..s X, 1- <('0 \ ?-v c. \f \ --- i2~ ~ \v'l (~ \\ \J ..-\ ? 200603C3.0.dwg ...,... 'II'; \.,,) ~ ':J' LJ.J z. - o I 0 /' - ...u - U <( u - - L..l- '1',.......1, EX OVERFLOW GUTF ALL TO STREET ..J -,"""- ...'" ...- .-- ..-:- ,..",. ..-" --- 0') \~~~ f\C \' \ , N - 20 \ FT. 40 SITE PLAN . REVIEW SUBMITTAL THIS DRAWING NOT FOR CONSTRUCTION - 3ALZHISER & ~-IUBBARD ...., :NGINEERS MECHANICAL . fl.E<..'TR1CAl . CIVil . SURVEYORS 100 WEST I . EUGENlfH AVENUE . ~: 541'6rl-8~~101 200603 F: 541.345.5303 C3.0.dwg 200603 TSU o ARCHITECTS PLANNERS / IN~ 132 East Broadway Eu Suite 200 gene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ,/ :s LJ.J 0 ~. ~ >O~ 0/::: ~-> CL d LJ...I ~ >-~ I ~. oZI U LJ...I > 0 LJ...I - -...J lJ Cl:)W - ~V3~a ...u -...J /. r i=~g.. '--' I Z w' ~ ~2t:~5;. ---' ~ >- '" :z; CLCC-~~ ~ Ujl fl s- I O~M )~ ~ :> _A" ~ PROJECT # DRAWN CHECKED DATE 200334 JAH 12/02/08 S ..H,EET C 3 C. plY. S · I r\ c. UBMITTAl R DEe 2 2008 @ Copyright 2008 b T . Y BG Architects & PI . anners line / SEPl1C DRAIN FIELD + . I I I I I .. . .._ _.. ..J _ M. ....--'""-~. -"- ,-.. .-- f -t- w *t SHED I co! q N o ('t") 3 b CV') N N o o V) " ;r--.... GRASS .~ (, AREA-.j 481' MAPLE "'. I f I I I --- . I I I I J ! J j ! I ! / J ! I ./ ./ co 0-- /' 6"s[f ... / /' ~ o !!> <0 .., 8" DEC. 4 S 89037'30" E i8" DEC. I I I J I I I r-l Cl !!> <0 122.28 ~.- L- > :>-AS: 1 P-IAS: 2 ~ D . (COM:> _ET:) . . . CONNECT NEW 6" GRAVITY TO EX I. PR.ES.S URE. S A.NITARY. SE..WE .R 6" GRAVITY l. FL= 439.0:f: TO BE VERIFIED _ 6" GRAVlT'( !~~::RY 3! APLE_ _,'~___~=:~-~~C:~;-~~~~=- ---l /SANITARY 7~. f- .:=:::.. _ . \ SEWER - - - - _ '.1.\0 . t : \ \ co _-=-l:!:.Si'.::----..J "c dl.q&YCLO~ FEN) A- . -~~~. ~- -'~~E ~~~~-_.- ~ . REMOVE EX f---- -- ~~!?q'~~~ ---'-. --=--: . . .. .... . .~ ... . -~. . l \ d.. _..' _~_. .. ... /.- . ..: L 4" SANITARY \ T /. .\ . . > L-\' ....... r REMOVE EX A SE~~_~:~---J r ;' 1;6"SS'. . . , I EX 4" SANITARY SEWER (-GRAS') '. . -< . . IFL~ MATCH EX I - '6(S- AWi;.' .\ .EX 4" GRAVITY... SANITARY ____ . ... . . ... II. . .~. ..... ~~~~ . '" SEWER PIPE TO REMAIN. ~CCO.' J-81'..SS-' . / , n ------ 00- .:J~ ~ -- - - ,/.. - lE . ___. /' _..... _ 2"W """""vOrl 1 o ~i r~~r~d:7~A ~ .. =~i ~"~:.;_~L~~~-" <="= ~~.. 'f I · '('" \f's, ~~~~~E~~~~Jf__ rf(... '. fr, ~b.A:...-.~. 1 ~\. I I I I I I I I 1 FL = 43;.1:1: I . /"~ I \ \ : \ \ \ ('\. \ \ \ \ r /1 I ==F4 = 1- 0" /_ 481t3L MAPLE "',.\ ,. ~l :\ \ \ \ \ \ \ \ ~ \ \ \ \ : \ ~ <I ~ I 1 I I I I I 1 I I 1 r 'N \ I \ 1 1 I I I "IJ)>. I I I I I I I!::=J; _ I, \ ill \ \ 1\ I, ;::'\{l I \ I I 1 I I) \ ~.. 1 I I I I :I:~ I I I I I, 1 Ul I I I I ::;:);: I 1 I 1 l' (jj ,\ I I 1 I I 1 1 >,... I 1 I I 1 I . __- I \ \ I 1. .~ .-\ I I I i I ..... _', 2''''r: _._ _ I I I 1 v, I 1 I I .... ',_' I 1 I. 1 I I I I"" \ I I I I I 1 \ I I j 1 I \ \ \ \ \ \, V \ : \ \ I I \ ~I 1-1.\ I I \ I I \ I I. 1 1 I 1 I : .\ SD ,II II 1 I I I I I I I I \ I . ~'o I 1 \ I I I I I I 1 1 I I I \ 1\ 11 \ \ 11 I \ II II I " """- \ \ \ \ \ \ CONNECT TO EX . I I I I k.. l.p. ~ / ........,\ 'f \ \ \ INSTALL ~AN\TARY \ \ . ;~~.PROlEC~ON.\\I. · 1\ ': \)- I:. __ ._..__-. _~,. _~,.. ..:..:0 I _.. ../;.. / \ I I SEWER CLEANOUT I I. I \ I L-\.--.l... L--~-"""\ - % -sE,-::.-. _< $. " _~/, I \ FL~ 436,7:1: I L__--j ...----( % ' lD.S. _ :-...,.. ':I. \ .. (t~. .~. I --1 ~ - 'DS <c: -.0. .:-=-... \ .-/__ ~~-. -". I Sl - _..J....)-'-- ~_, i---""-~ ~ D. . _SD ~. "".. ______ . .. +, -;-\ --- I / ~J , -'. . "SO? __~~~F._~_/- , "- . ':-~-'l'8 ju .,.....__ \ CO.!.- -_--~ I I - -III- - --- ~ ~GRASS ~O- --, I __ \ ,// - /" ....- ..- \\ I _ __ -- - -- 8" FIRE. \ , ./ ,../ ~~/- rl~~1EC110N L., \J. ..................[-.. ~.~..'.. J .... ~~1 NEW FIRE HYDRANT \ ~ .. d ;.- ASSEMBLY _ I -\.....-,;' ~... . \ \ -~ V .' __ , / ,.;~ \ - \ \ \ \ - EX 2" PRESSURE UNE TO REMAIN _ 36'JFlR ~f" ", U I~"" ..' ._- 7!/~~ - ----- (f ~u ~'~.~ . . T'" . ~ .( 1)fW ~\ I:<) ,Y ~ASPHALT'"\ PA V/NG-J .t~ ......- G ~- "" . .\) ~ ....- - -~ .r' -II- " EX 8" FIRE. ".. ...... '\. '\. \. \ \ I I / / "-. "" .(---GRASS .) AREA ',-.j '" (-4. ~ \ V C \ ....-' -- -- ..' .- -- -~ "- / ..''-. '-" .'.....,.,.,., .. // \ \ "- INSTALL SANITARY SEwER" GLEANOUT FL= 437.2:f:-~ - ~ INSTALL SANITARY SEWER CLEANOUT FL= 438.0:f: --- I..L- ~ to '\ ~ .~ }. ~j ~\\ -II- ~\) S 0 . N /' ~~ <0 '7 '7 /' ~~~ '7 '7 1iJ --- 7 PLAN SCALE 20 .. 0 ~. 1 INCH = 20 FT. 10 I 20 I 40 I I --=jj '.-'.~~- ~_. / ,///' ~\<O ~\:, O~ '\ ,-C ,S~ <('0 X .---------.-------. ~s~ ~ --- . . WATER SYSTEM DESIGN DATA --- . FLOW TEST INFORMATION , DA TE OF TEST: UNKOWN CENT TO PROPERTY 1. ~. TEST LOCATION: EX HYDR~N~N~D~~OW: 68/44 psi @ 1,237 gpm C STATIC/RESIDUAL PRESSUR '. 1 770 gpm D: CALCULA It.U FLOW AT 20 pSI . , .DOM~~~~S~;J.~~TIC WAlER DEMAND= 50 gpm 2. (DOES N'OT INCLUDE IRRIGATION DE~~~?~UM DEMAND OF: TBD gpm 3. IRRIGATION SHALL BE ZONEDE:2:E ~URING NO~J-PEAK DOMESTIC USE. 4. IRR!GA TION ASSUMED TO OP FIRE SYSTEM. REA' 10 000 sq. ft. (INCLUDES FUTURE BLDG ADDITION) 5 LARGEST BUILDING A . , D 6: BUILDING CONSTRUCTIONS~~~L1~WED. ~. ~~~~~0NJ :~Q31~loU~~E FLOW: 1,500 gpm . . NUMBER OF HYDRANTS: 1 ES BAND C 2007 OREGON FIRE CODE) (PER TABLE 8105.1, AND APPENDIC , - BALZHISER & HUBBARD ENGINEERS SITE PLAN 'REVIEW SUBMITT AL , THIS DRAWING NOT FOR CONSTRUCTION \c \~ ~C ~~ \\~ \)i MECI1ANICAI. . ElECTRICAl. . CIVIL . SURVEYORS 100 WEST 13TH AVENUE El{,?!,W6a~~~~01 F: 541-345-5303 200603C4.0.dwg 200603 Tl3 ARCHITECTS PLANNERS / I 200603C4.0.dwg ~ ...L.J /' - 0 / - - ...L.J <( U u - - u... - ./ ::) ~ ~ --LJ >LJ~ O ..LU '. L> ~ --l LU c... U ~ ~G~~ LU_ - ~(j)~ --1 ...L.J LJ = .~ ./ 'W~ <( ~ CL u.. --I~>-~ CLcc-~ SA \J --A-~Y S :W =- ~, W A -:. "{,="{ : & GAS :) _A-" .PHASE - 2 . SITE ~EVIEW PROJECT # DRAWN CHECKED DATE 200334 JAH 1 2/02/08 SHEET a~1c1.1 Ci 2 2008 @ Copyright 2008 by TBG Architects & Planners line r----, I I I I ~J : I I -.., I I I I I : r~ L__J , 1- ~t- CS 6-' CYCLONE FElJCE ---- --- - -- :>~AS: 2 L- ~~ ) :> -IAS: 1 (COM:> _ :TE) 32lAPLE 11l~ _ '- J6"FIR 6' CYCLONE FENCE .-- .: r~~~----~--~-==~=-----~--~---l ~_--- I 1\ I I \ co ~ ,~-A \~ <> \------------:::::.::'--- : I _~ II - - I r I II l\ ~ ~ I I 4----~-------~---~ I I I \ I I I 1..._:-.;....-- 'l"F'<l',n\ -~ --- ~ ~ ....r ....01 L C~;E~~ 1 ~ : \r-\ LI~r '\ ~ \ n~ o fiG 0' ~ ;'-1 D.S. r-: .. ~9Q{)'IJt --::( 8(~ ., f~ ~. ~ 4"i.)) · ~ ,It i · I I . I \ I I I I I I I t \ \ II \ \ \ \ \ \ \ r. ~ I I I I. I I I 1 I 1 I \ 11 I I (...~ll I I I I \ I I I I I I I I I I I I I 1 I .1. I 1 \ I I I I 1 I I I I I \ 1 \ "lJ> I \ I \ 'I \ I \ I :J>(J) I I \ I I I I I I \ ~-o I I I I I I I 1 1 I ~~ I I I 1 I \ I 1 \ I --(r- I I 1 I \ I I \ I I (f)-i I I \ I ,. \ I I I \ ) I I I I i I ! I I, Ii' 1 I I I I \ I I ,~ I I 1 I ! I I \ I I I I I I I I I I '1 I I I I I ; 1 I I 1 I I I I I 1 I I I i I \ I I! I I 1 I I I 1 I I I I I \ I I . I I I I I I I \ I I 1 I I 1 \ I I I I I \ I I I I I I i I I I I I I I I I I I I I 1 I J ~----l L---~~ L.._---1 L---- x ,x oD.5. -II- - --- --- ..:.--- -- -- - --- ~ b M N N o o o V"J - 3ALZHISER & HUBBARD ENGINEERS ~~~~'l ~ --- - --- - - -- ..---- r :=~~=: ~~ co o 1)2"W () Go =1L_~;-.~- I~,.~D1l' f~ "J'- I+=J - 1 !. I ., ~=~ .s:. I :;:.-- I I -i .1.-~~-d r. ,. '_I I L- \ c:: In r-rtL ~ I~ ~~-j 1" j. \ 1.." I C I I I I I \ I I I I I I, __--.J I ~ )-i---~--_._---- - - ~ ~ - --- .- -~ \ SD _ .:e:s. a~- D.S. . ., ...- -;:"- ~.c~ - ~ ~ ~ \ v ~ _------ ,..-_ ___ _ ,- _ _ _ _ _ - - - l : t ~ -- - - ~ ~- - -C>o - - -- -\?t ~ : \ ~ co o 'G.O. [~ I : ~=~=~=~= t- : I . - - ~ .. ~ - ..-- -... : t:=tt t~-~--~- I . :_~- ~-- - f - - :_- --_:: __~- '-1.' - t--- --- ---.- ..- 48"3L MAPLE . . ~.'.l I; .. l \ t ,~ i I 1 I \ I I I I I I I I I I I \ I I I I I I I I I I I \ \ I I I j j I I \ I I ! 1 I I I \ I ~--t..,.. .J -- r71 I I \ I I I I I I I I I I I I I \ I I \ I I I I \ I I I I \ I I I I \ l~'.::J TEMPORAR'( --,go-POWER POLE ,t;J ASPt-tALT ') PA VI N G ---.J. 't~ 0) (") -<. o \. o Z PI \ \ \ j ~ ~..r-' r" ~.... , \ ~. -- -" \) ~f> () t. ..... I CX)! q- N o M --- r~ r .-- .,..-Wr'" .- -- -- ~ \ \ \ \ Ll EXISTING ASPHALT PAVEMENT C~B. o ,1 ~ ,(\.~ o '-' <; \-"' -- --\ \ I I \ ....-~,- \-~r~ \ \ \ \ -M- -- ---- ~ ~~- - -:1 . r.;7 , - . I' -- t: J~~Jl. '=. -- I~:-ft, \:::- - ,i = '"' - - - .. - ..- - - -- --- -II- \ - -- - -- \ :c:- ~J \ \ \ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ .\ /';/ \ /' ~ /? /' \ \ \ :L':- -\"- t~ :_\- -II- . N - ~:\\) "" ~~\;v CO~~ . '\~ <?'0 ~SX- 40 PLAN SCALE 20 0 I ~~ 1 INCH = 20 FT. -II- PAVEMENT LEGEND S 89037'30" E 122.28 0- >..SX- 1- ~ . \ ~ ~ ~/\) o ~ \>~ SITE PLAN REVIEW SUBMITT AL PERMEABLE PAVERS PAVEMENT SECllON PERMEABLE PAVERS OVER 12" MIN DEPTH 1)2" OPEN GRADED CRUSHED ROCK BASE OVER GEOTEXTlLEOVER . APPROVED SUBGRADE 't ~I= ~ -I ~ -:t= m ~I= t.. t- -- ...-- -- - . :_.:-:- :_.:-:- t--- - - - --- - --- - i3-1 ~=~-I ~ -II- f8r; DEe. THIS DRAWING NOT FOR CONSTRUCTION ~ HEA VY VEHICUW ASPHAI. T PAVEMENT SECll0N 2tt LIFT ')2" DENSE' AC PAVEMENT OVER . 2" LIFT '~tt DENSE' AC PAVEMENT OVER 12" MIN DEPTH 1)2"-0 CRUSHED ROCK BASE OVER GEOTEXTlLE OVER APPROVED SUBGRADE . \ C C\~ ~~, -II- N ~~\ \\ \)1 ~A VY VEHICULAR CON CRt. I t. P A VfMENT SECllQ[ 5 LIFT 4000 PSI PCC PAVEMENT OVER 6" MIN DEPTH *"-0 CRUSHED ROCK BASE OVER GEOTEXTlLE OVER .APPROVED SUBGRADE I> . ..1>.. .1> 'J> . .. . . . . /> . 1><6.'. . ~ ~. ./> . 1>' '. 1>-1> MECIIANICAI . E tEeT RI CA l . CIVil . SURVEYOR'" 100 WEST 13TH AVENUE Etp?~Si~6g~~7i01 F: 541-345-5303 200603C5. O. dwg 200603 T130 ARCHITECTS & PLANNERS liNe 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 - ~~ )RO~ ~~\~~~ , ~r V~3,62{.~\~ )>1so~-$~ OREGON ~~;g 7CA B. ~\\~~~ EXPIRES 12/31/09 200603C5.0.dwg ~ .J..J L - 0 /' - - :..U <( U u - - L.J... - ./ :J .J..J 0 2= ~ .J..J >LJ~ o /'~ ~~> CL -J u.J ~U~ z ~ >-;u.J~O ~ ......J <J 111-Cl:)L.U ......... - ~ - ~CJ)~O .J..J r .. - 2. 0 ./ '-'IZ~ /' u.J ~ u.. <( _ 0... u.. <.J ---1 ~>-~~ ~ CO _..~B1 ~AV "G ~ _A" PROJECT # DRAWN CHECKED DATE 200334 JAH MBA 12/02/08 ~-o SHEET PRE.SUB .. L~C" DEe 2008 @ Copyright 2008 by TBG Architects & Planners / Inc SURVEY LEGEND PROPER TY LINE ="".::;;:=:=::::::===:;:;:;;"".;::::~=:,.-::=.'*':;::::::: GURBL/Nt: _ WA TER LiNE O'l-fD ELECTRIC LINE -WA TER- ELEG ~ PROPER T'( CORNER E1E1 AREA DRAIN OR CA TCH BASIN LiI WA 1ER METER ~ GAS VAL 'liE 1><1 WA fER VAL VE . B UTIUT( POLE c::c + ARM LIGHT POLE (;.---- GUY WIRE CONCRETE ._._ _'.' __ __ EDGE OF PA \lEMENI' CONIFEROUS TREE DECIDUOUS TREE DEe. =UNKNOWN SPOT ELEVA nON B~"NC~IIkfARK DA1-rU!f THE ELEVA no.f\JS HEREON WERE BASED ON SPRINGFIELD CITY BENCHMARK. A BRASS CAP STAMPED tJU-226" IN THE SIDEWALK' A T THE NORTHEAST CORNER or 7Uf 'W'ESTBOUND HWY /26 BRIDGE OVER Tl-{E WILLAMEm- RIVER. . == 455.35 (NGVD 29) B_Q_U1V.DARY DATA TNE PROPERTY BOUNDARY !NFORMA nON SI10Wlv HE.REON IS BASED UPON MUL 77PlE SURVEYS OF RECORD AND DOES Nor CONSTITUTE A BOUNDARY SURVEY. Jl:L.O (J JJ PIdlllY DA T A BASED UPON NA TlONAL FLOOD INSURANCE PROGRAM} FLOOD INSURANCE RA 7E A.IAP No.4.IOJ9C PANEL 1/42 F. DA TED JUNE 2. 1999 THE LANDS IN(''LUDED IN THIS SURVEY ARE WITHIN ZONE X, AREAS DETERMINED TO BE OUTSIDE.' 500- YfAR FL.OODPLAiN, THE LANDS INCLUDED iN THiS SUR~ifY ARE V{f7HIN FLOOD AREA ZONE X, AREl~S OF 500- rEAr? FLOOD; AREAS OF 100- YEAR. flOOD WI7H A ~'fRAGE DEPTliS Of LESS mAN I FOOT OR Yr1TH DRAINAGE AREAS u~ss 7HAN f SQUARE MILE; AND ARE.AS PROTECTED BY LEVEES FROM iOO-' YEAR FLOOD, tI1'1LJT1T .__ NO TIll UTlUflES. SHOWN HEREON ARE BASED ON 'vlSUAL OBSERVATlONS~ _(J)lVTBOL _DATA PO/NT !\fORTH//,..,fG LA:i.rJNG ELEVA nON ---12~S..cRIPTlON PT. #! 5000.00 5000.00 439.31 HUB &' TACK PT. #2 4947.22 4762.05 441.48 PK NAIL PT. #3 4909,32 45/5.74 441,09 PK NAIL ~ ~..... CD l..L. o a.. o I- 5' 2' SWALE BOTTOM WIDTH (ZERO LATERAL SLOPE) 5' ~..... ...... ..... EROSION CONTROL BLANKET PLACED OVER SEED MIX. EXTEND CLAY LINING TO TOP OF BANK -0 VEG-:: A :: ) C _A Y - _ \I::) SWA _E S=C NO SCALE CIVIL SYMBOLS AND ABBREVIATIONS LIST GENERAL NOTES: SYMBOL ABBR. DESCRIPTION ABBR. DESCRIPTION 12"SD SD STORM DRAIN W / SIZE BLDG BUILDING .. ,_._.____._m__.___.____ 8"SS -..---.-----.------- --- SS SANITARY SEWER w/ SIZE C/G CURB ANDGVI I tt< 6"W W DOMESTIC WAitt< LINE ELEV ELEVATION 0"".- _.___.____ ^___. 6"F -..-------....:-.-,--- F FIRE SPRINKLER SUPPLY LINE EX EXISTING 2"G .G NATURAL GAS LINE ttt FINISHED FLOOR ELEVATION . DIRECTION OF PIPE FLOW FL FLOWLINE C/G CURB / CURB /GU I I tK FS FINISHED SURFACE ELEVATION (LANDSCAPED AREAS) .....sc-~-sc.;...--sc-. PAVEMENT REMOVAL SAWCUT LINE LF LINEAR FEET --R~--R~--R---R-- R GRADING RIDGE LINE PUE PUBLIC UTILITY EASEMENT --v-~-v---v---v-- V GRADING V ALLEY LINE PVMT PAVEMENT @ MH MANHOLE STRUCTURE ",-_l SW SIDEWALK 0 CB SINGLE CHAMBER CATCH BASIN TC TOP OF CURB liD CB DOUBLE CHAMBER CATCH BASIN TP TOP OF PAVEMENT co CO CLEANOUT 0 TYP TYPICAL M GV GATE VALVE N CV CHECK VALVE & BOX rSFPI BFP BACKFLOW PREVENTER & VAULT ... FH FIRE HYDRANT <513' FOC FIRE DEP ARlMENT CONNECTION (SINGLE/DOUBLE) 9 CONSTRUCTION NOTE , ~ SECTION REFERENCE @ DETAil REt tKENCE 1. EXISTING TOPOGRAPHIC INFORMATION:. FROM SURVEY PREPARED. BY BALZHISER & HUBBARD ENGINEERS - SURVEYORS, TITLED "BRING RECYCLING TOPOGRAPHIC SURVEY". DATED 12/03/03. 2. .BASIS OF BEARING: EAST LINE OF THE PLAT OF BROOKLYN N 00"22'30" E (CSF 22927). 3. .BASIS OF ELEVATION: THE ELEVATIONS HEREON WERE BASED ON SPRINGFIELD CITY BENCHMARK, A BRASS CAP STAMPED "U- 226" IN THE SIDEWALK AT THE NORTHEAST CORNER OF THE WESTBOUND HWY 126 BRIDGE OVER THE WILLAMETTE RIVER. ELEVA TION= 455.35 FEET (NGVD'29) 4. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STREET MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. THE MONUMENTS SHALL BE REPLACED WITHIN A MAXIMUM OF 90 DAYS, AND THE COUNTY SURVEYOR SHALL BE NOTIFIED IN WRIllNG AS REQUIRED BY ORS 209.150. 5. LOCATIONS OF EXISTING UTILITIES ARE ASSUMED FROM INFORMATION AVAILABLE AND ARE NOT GUARANTEED TO BE COMPLt I ~ AND ACCURATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF EXISTING UTILITIES. 6. CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY PRIOR TO EXCA VA TlNG, BORING, OR POTHOLlNG. . A ffiNTlON: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES ARE SET FORTH IN O.A.R. 952~01"()010 - 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBERS FOR THE OREGON UTILITY NOTIFICATION CENTER ARE: 503-232-'-1987 OR 1-800-332~2344). 7. PRIOR TO CONSTRUCTION, POTHOLE AND VERIFY LOCATION AND ELEVATION OF EXISTING STORM, SANITARY, AND WATER. UTILITIES AT CONNECTION POINT(S) SHOWN ON PLANS. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS. POTHOLE AND VERIFY LOCATION AND ELEVATION OF ANY EXISTING ON-SITE UTILITIES PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS AND COMPLY WITH REQUIREMENTS AND SPECIFICATIONS OF ANY RESPECTIVE UTILITY COMPANY FOR UTILITIES TO BE CUT, MOVED, RELOCATED, OR RE -CONNECTED TO AN EXISTING FACILITY. 9. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ANY SERVING UTILITY COMPANY INSTALLING UTILITIES ON SITE. CONSTRUCTION OF OTHER UTILITIES MAY OCCUR AT SAME TIME ON SITE. 10. QUANTlTES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING LENGTHS. ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES NEEDED FOR LAYOUT OF SYSTEM. 11. . CONTRACTOR SHALL PROVIDE AND INSTALL FITTINGS AS REQUIRED TO COMPLt I t PIPE CONNECTIONS AND TRANSITIONS PER PLAN, AND TO CONFORM TO TRENCHING REQUIREMENTS AND SITE GRADES. 12. CURB QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING CURB TYPES. ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITES NEEDED FOR LAYOUT SHOWN. 13. MANHOLE AND CLEANOUT RIM ELEVATIONS ARE APPROXIMATE. FINAL ELEVATIONS MAY VARY AND SHALL MATCH FINISHED ELEVATIONS OF ADJACENT SURFACES. 15. COORDINATE FINAL ROOF DRAIN/DOWNSPOUT LOCATIONS AND ELEVATIONS WITH ARCHITECTURAL/MECHANICAL DRAWINGS. COORDINATE FOOTING DRAIN LOCATIONS AND ELEVATIONS WITH ARCHITECTURAL/STRUCTURAL DRAWINGS AND DETAILS. 16. TRACER WIRE SHALL ENTER ALL MANHOLE, CATCH BASIN, CLEANOUT, AND VALVE BOX STRUCTURES. EXTEND TRACER WIRE INTO STRUCTURE FAR ENOUGH TO PROVIDE ADEQUATE FREE WIRE TO EXTEND END OF WIRE 24" ABOVE/OUTSIDE OF STRUCTURE TO FACILITATE TESTING. COIL AND SECURE TRACER WIRE WITHIN EASY REACH OF STRUCTURE OPENING. VERIFY WIRE IS CLEAR OF ALL FILL MATERIAL IN CLEANOUT AND VALVE BOX STRUCTURES. 17. ALL SANITARY SEWER LATERAL CONNECTIONS TO BE CONSTRUCTED USING WYE FITTINGS OR MANHOLES. 18. PROVIDE THRUST BLOCKING ON DOMESTIC WATER AND/OR FIRE SERVICE LINES AS DIRECTED ON PLANS AND IN SPECIFICA TIONS. 19. ALL DOMESTIC WAitt< AND/OR FIRE SERVICE BOLTED JOINT ASSEMBLIES SHALL BE THOROUGHLY COATED FOR CORROSION PROTECTION. 20. REFER TO SHEET C2.0, SITE GRADING PLAN, FOR SITE GRADING. 21. CONTRACTOR SHALL INCLUDE DEMOLITION OF EXISTING PRIVATE STORM DRAIN, SANITARY SEWER, AND WA Itt< UTlLlTIES. REMOVE EXISTING STRUCTURES WHERE ENCOUNTERED. CUT AND CAP EXPOSED ENDS OF EXISTING PIPES ENCOUNTERED. (ABANDON. EXISTING PIPE IN PLACE IN ALL AREAS EXCEPT UNDER NEW BUILDINGS. REMOVE EXISTING PIPES BENEATH NEW BUILDINGS. ) FLEX~ TRANSIllON MANUFACTURED FlTnNG SOLID STEEL PLATE LID OIL AND GREASE .FlL TRA TlON SYSTEM WITH FILTER INSERT FLEX- TRAN Sill ON MANUFACTURED ~ : ?;;:;C:::;~ STRUCTURE GRATE ~ ".1 -..........}~ REFER TO NOTE 3 ~~ RIM SET TO 4 1 ~L;;j~ ~FINISHED GRADE ~" MAXIMUM ~~ ~ <3 3 ~C:::; SW&.E.. BOTTOM ..." STRUCTURE GRATE REFER TO NOTE 3 RIM SET TO "/ FINISHED GRADE ~~///& ~ ~ ~\~-_. ; ~. ; y , II , /I Y /I :z - a.. :::;E:::;E ~ :::::> (()U') FINISHED GRADE ~////////////////~~:~ ~~ 4' : HINGED ACCESS. ~ . COVER 45" BEND : OUTLET PIPE. . . ~R .~ REFER TO PE X PE EXTENSION ,-.- - - - - - -I-Ii _~ - NOTE No.4 LENGHT AS REQ'D III~ ~ ~ III ::E -fU-1I : " :~ GREASE TRAP ~ HINGED .......R. . _ ACCESS '. COVER - 'I I II ~~ I I ::E ~ 4, . <3 .. 45" BEND .- 4" :: <l . ! ," . pE X PE EXTENSION LENGTH AS REQ'D ~ III II :J .45- PVC BEND PROJECTED .. ... FLOWLINE AS (J - - - ~ .4. " INDICA TED O~ ( _ ... PLAN I ~X:TRANsmON, i'd; ". &.~ ~ ." MANUFACTURED .'."4 . Fl~:~~~<~<<<<<<~,y / /~ Y'>>y)' />:->>;S-/');>>">y>- / PVC PIPE DUCTlLE IRON, SCHEDULE ..... --..... 40, OR C900 PVC PIPE .... AND FlTnNGS : : i J ". . "~ 24" SQUARE .:J " CHAMBER WITH ... 0 ~,SUMP 4" ////. MINI .,,~ 1." <1<<. ~'~. , ~~ :;/>::/ . // / ." '(~,\y "". d >>>~ : ,,' </:::!/ 4" . y;;v; MIN , ~~ ~/<-<<<~<~<~<<"'~~ ~ MIN ~'~~~~~~~~:COMPACTED /" " /" " /". " CRUSHED ROCK t II :; PROJECTED FLOWLINE AS .- INDICATED ON PLAN .-1 ..... ~ ~" ~. 'MIN:: - ~ ~~ ~ , : y~ ~' "'~'" .... '.., ,.. '~~ 'I'" ....t..'..' ',' ~~ . / A;.0';:0:~(/'<~~<(/(~~' / U"" /' 1 '01//-~;<:X ~~ ";/~/>>/)0/~7/>>/X"..7/A >>7 /// /~~%')~, ~'V /.'/ / / / /.{ / // / " /-<M"(/.('0<.~ v /' ......PVC PiPE........ DUCTlLE IRON, SCHEDULE ..... (2) 24" SQUARE " /,," """ 7'-"-.: " 4" MIN 40, OR C900 PVC PIPE CHAMBERS WITH SUMP COMP ACTED AND FlTnNGS ~"-o CRUSHED NOTES ROCK 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON-CORROSIVE FASTENER 2" UNDER FRAME. · 2. LOCA TlON SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN OR FACE OF CURB AT CENTER OF GRA TED SECTION. 3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BICYCLE BARS EXCEPT STRUCTURES INDICA TED ON PLANS REQUIRING ADA-APPROVED GRATE. 4. OUTLET LOCATlON SHALL BE IN ACCORDANCE WITH CATCH BASIN ORIENTATlON AS SHOWN ON PLANS. NOTES 1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTlNG. COIL WIRE AND SECURE WITH NON-CORROSIVE FASTENER 2" UNDER FRAME. 2. LOCA TlON SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN OR FACE OF CURB AT CENTER OF GRATED SECTlON. 3. 28" X 3D" HEAVY DUTY FLAT BAR GRATE. II a.. ..q-::E N:::::> U') r~- --- L.;- FLEX- TRANSIT10N MANUFACTURED FITTING O\J CD -~A 0\ SYS =v1 & )0 ~ 3 _= CJ- A V 3= ~ CA C - 3AS \ \.1 =- ~-- (?) '-..,..../ CA-C-i 3AS \J W --j ) ~C- NO SCALE NO SCALE SITE PLAN REVIEW SUBMITTAL THIS DRAWING NOT FOR CONSTRUCTION - .)ALZHISER & -_-IUBBARD ENGINEERS MF.CIIANICAI. . HECflUCAl . CIVIl. . SURVEYORS 100 WEST 13TH AVENUE Elf,?!.N~6~~8~~~01 F: 541-345'5303 200603C6.0.dwg 200603 T13G ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene,.Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ~~ )RO~ ~~\N~ . ~ v ~13,624 -7 ~~ ~?>~ OREGON ~~'8~ I'CA B~~~~~ EXPIRES 12/31/09 200603C6.0.dwg ~ u..J /' - 0 /, - - ...u <( U u - - u.. - /~ 0 ~ ~ ..u >0$ O/:::! ~~> :L -l u..J U~ ,Zi ~>- 001 ~ U u..J ~ oj u..J - CO ~~ - ~ tr) ~ 01 ..u ...J 0 ~ I .. 0 = Z~ -I~.I ./ . I Wi' J · ~ u..J ~ LL::i <( ~ CL u. ~: --.J ~ >- ~ ~1 CL CO - ~ B11 :1 II I I Ii i [I ~ [I il II , ~ I c V ) :-A _S) _:G:" ), A '\J)j G:":~_ "0- :S PHASE - 21 SITE ~EVIEW PROJECT # DRA'tVN CHECKED DATE 200334 JAH MBA 12/02/08 SHEET C6 0 . p~ :-SIIRMITTAt REC' 0 c ? (g Copyright 2008 by TBG Architects & Planners line . ~ (RL) NO. 93126 (RL) ~ . T l x o . X' ~ ........... / ................./. /j~' ............./ ./...../ // </"%/ ' ......~aL.DG.. / )0. 6..' / .... ,If . ,...." ../ ,(R)P /? R // M FUlURE BLOG X .../ . ,/ . ........ /"" .......(E) ",SHED' ./ .t'" ...... .:,'~' ,X(R) P-;,~::~~/ ~\ --.. . ) .; R P ......... \ (R) T (R) T ,'// \, . 1/ / Mk:1 / .~ /~(\)\ (E)/~oust //~ E \ . / ..7 '~)p ..' // / . (" / / ,/ '-(E) NO. 4305 ," .r!' _. ..../..... /w,r,l" ~. ,// / /~ ......... ~//../.......... ./'/ ,--",(E) PANEL NO. 5 .J"""? ............... .,,// ..... ,M ,;.",,, ..... / .r'.... ..... ....<I" ..... .:"". ......... /~ ......... J,/ ..........(Ev'BLDG /"". WO..5 /" / -/ ./ ./ / / /..... ,/ /' ./ /'" ,/ / /./ /' ~ ~' ----------- ~ ~~~ ~ ~ ~ ~ - Ii c /. .~ ~-Tl,L - OI~J. .. ~ ~ (R) BLOG NO. 2. (3) 2"C. ~.~~ o 0 K .~. · @ -ft---rt -rr- -rr ~...--1t' ......--t+ -H--~ h ..OXO ., , J: 1: :t fUlURE COVERED STORAGE_ (5) .2"C. J: J: J: :t ::t (R)P a~<V ~~-{!. 6<'C <(~ ~<{,~~ c.,a\) ELECTRICAL SYMBOLS LIST SYMBOL ABBR. DESCRIPllON NOTE REFERENCE. (R)P <D (E) (R) (RL) (NL) (N) INDICATES EXISllNG DEVICE, POLE OR WIRING TO REMAIN. INDICATES EXISllNG DEVICE, POLE OR WIRING TO BE REMOVED. INDICATES EXISllNG DEVICE TO BE RELOCATED. INDICATES EXISllNG DEVICE AT NEW LOCATION. INDICATES NEW DEVICE, POLE OR WIRING. SPRINGFIELD UTlLlTY BOARD CONNECT AS REQUIRED. TELEPHONE UTlUTY (QWEST) WIRING OVERHEAD OR UNDERGROUND AS NO flU. POWER WIRING UTlLlTY (SUB) OVERHEAD OR UNDERGROUND AS NOTED. TFI FVlSION UllUTY (COMCAST) WIRING OVERHEAD OR UNDERGROUND AS NOTED. UNDERGROUND SECONDARY POWER SERVICE BY OWNERS CONlRACTOR UNDERGROUND RACEWAY Willi WIRE AS NOTED. SUB C.A.R. CHECK SET 1118 DRAW1i8 . PRELIMINARY MID I\JCOMPLI:: Ie II' . NOT TO . ___ POR IIIIIUA.... OR 00NIIRJCm0N 12/02/08 , ~T~ ~P,~ ~TV~ ,.-5-....... ;I" " S E ?_A\ :lOWER ()EMO J ION)S ,.--....... ;I" " SCAlE: 1"=20' ~TO~ I>IMJ 000 TELEPHONE WIRING FOR OWNER USE AS NOTED. SUB. Ml: II:.K AND SERVICE MAST. UllUTY POLE Willi "SUB" AREA UGHT. AND lRANSFORMER WHERE SO SHOWN. MECHANICAL . ELECTRICAL . CML . SURVEYORS 100 WEST 13TH AVENUE Et~?~!i~liA~101 F: 541.345-5303 200603e1 ph2.dwg Tt3G ARCHITECTS & PLANNERS liNe' 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ~ LJ..I r- ./ LU U I- / LU 2- LU ~ >lJ~ O/:::! ~.~> CL ;-4 u.J ~~O 5>:u.J~z ~_zO I- u.J.- :::J LJ . ~ LLJ LU ~U') z C1 '. r-=~o /~ .LJ..-J 'u.J 0 ~ <( !:o.. 0 0 --I ~ >- '" ~ CL 00- ~ ~ / o - - <( U - u.... - ~ o SI::>.A~ ~OW : ~ ( ) :MO _ --- 0 PHASE - 2 SITE RIEVIEW PROJECT # DRAWN CHECKED DATE 200334 ODD KMW 12/02/08 ~rg13\I1TrAl REC'E .". DEe 2 2008 ~ x - ( x (E) HOUSE. x 0 ~ x (! (.E) SHED )P \,(E) NO. 4305 (N) P & T (E:) SLOG NO.5 r-r ~ ~ ~ y /-- ~ ~ s\ RJlURE SLOG ~ ~ --.... -- ..."-- .-~ _....~, ~~,f. @..L)..... 11 0 . . - = . . ~=--"" r t(~:. ~ (R) SLOG NO. 2 @ o :t 1'I---rt .....--tt- +I---H- ~--* H o .. OXO . i J: 1: x :t i i :t (3) 2"C:- fUTURE COVERED STORAGE (5) 2"e~ J: :c J: (N) (2) 2"C).. . . --- --- --- ------ ------ ",.. ';"'- ;",- ;",- . ;",-;",- J " J (E) (E) PANEL NO. 4: NOlES : <D RE-t-tt:.lJ EXISTING BUILDING S 400 AMP PANEL IN BUILDING ~~?E UNDERGROUND FROM EXISTING S E O_A\J - ::lOWER (\JEWWO:)K) ~~ SCALE: 1"=20' ' · <::: ') MECHANICAL . . ELECTRICAL . CML . SURVEYORS 100 WEST 13TH AVENUE El~?J.w&rAnf1 f; 541.345-5303 200603e2 ph2.dwg . TBG ARCHITEL IS & PLANNERS / INC ~ u..J. I- / u..J U <( U I- -. u.. ~ :5 ~ ~ > ~ o SJw. . ~/,- CL ::i ~ ~u.~o ~ >-w ~ U_Z. I- w - ::.i u..J ~U) ~ /. 0=7 ~ /WO <( ~C-.O -J ~>- \-0 CL 'CO - ~ .q- :/ o - - SI::l_A" :lOW: ~ ( " :W WO ~ <) PHASE - 2 SITE REVIEW PROJECT # DRAWN CHECKED DATE 200334 DDD KMW 12/02/08 SHEET .E.SUBWJAL REC'D E 2 2 2008 x -x 0 +0.0 +0.0 +0.1 ~... -=- +0.0 +0.1 +0.1 +0.0 +0.1 +0.2 +0.0 +0.1 +0.2 +0.0 +0.1 +0.2 +0.0 +0.1 +0.2 +0.0 +0.1 +0.2 +0.0 +0.1 +0.2 +0.0 +0.1 +0.2 +0.0 -='t. i -4-0:2 (E) SHED , X 0+0.0 (' +0.1 +0.2 , l X (E) HOUS.E. ~ ~ ~ ~ +0.0 +0. +0.1 +0.1 +0.1 +0.0 +0. +0.0 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.1 +0.4 +0.6 +0.2 +0.4 +'0 "'" .J +0.6 +0.6 +0.5 +0.5 +0.5 +0.5 +0.4 +0.4 +0.3 +0.2 +0.1 +0.0 +0.0 +0.0 +0.1 +0.1 +0.1 +0.2 +0.3 +1.0 +2.1 +0.2 +0.8 1.1 +1.1 +1.1 1.0 +1.0 1.0 1.0 1.0 1.0 +0.9 +0.6 +0.3 +1.8 -i1et@ 3,2 +40 "S,OI@ +4.4 of: 3.9@ ftSIO +. FUruRE BLDG 3.' . +'2 I .i" ... ID "510- +2.4 +. 1.9 ..... @ "s ,()4 +2.0 +. 1.6 ..@ ns~ 1.2 1.7 1.8 0l-S2- +4.3 .. '0 +3.0 "52" +0.7 +2.8 +~ +4.6 1.2 +0.5 +0.2 +0.2 +0.2 +0.3 @ . . i (E) PANEL NO. 5~ ~ ~(NU NO. 93126 \ , 7 / +0.0 +0. +0.0 +0.\0 +0.0 +. 0.1') '0.0 +0.0 TO. 0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.0 +0.' +0.0 +O.:~ +0.0 +O.~ +0.2 . +0.4 +0.6 +1.0 +3.1 +3.9 +2.2 +0.1 +0.1 +0.3 +0.5 +1.5 1.8 1.2 ~o ~O ~1 ~2 ~3 ~3 ~2 +0.0 +0.0 +0.1 +0.2 +0.2 +0.2 +0.2 +0;1 +0.1 +0.1 +0.1 +0.2 +0.2 +0.1 ~2 ~2 ~1 ~1 ~1 ~2 ~1 +0.2 +0.2 +0.1 +0.1 +0.1 +0.1 +0.1 +0.3 +0.2 +0.2 +0.1 +0.1 +0.1 +0.1 +0.4 +0.3 +0.3 +0.1 +0.1 +0.1 +0.1 1.8 1.5 +0.6 . +0.3 +0.1 +0.1 +0.2 +3.7 +3.1 1.1 +0.5 +0.2 +0.2 +0.2 (0 BLDG NO.5 ----- ~ c:::J - ------------ +0.7 +0.5 +0.4 +0.1 +0.1 +0.1 +0.1 +0.1 +0.1 +0.3 +0.4 +1.9 S E P _A \I - L GH I \lG (NEW WOR <) ~ SCALE: 1"=20' '- .,/ +0.4 +2.2 +1.4 .= &.- .-" \ f ~~ ~~~~o~r~.. L/.... . /7 c - ,-~ @ ~ o -n---rt ~-rr .....--t1" -a---H- -u---l+ t-J+r- ..00 ., , -. J: :t i= k~. J- - -t- . F-; tory _0 ~. ~ -' ~ .--J----L---~ ;~~ci~~~ NO.3 .--- \ .... r~'~- I L. 1\ /0 \ \. \, i 'X :t J l~-~J \r~ \.. " " " \ ~ FUruRE COVERED STORAGE. \, '\ \ '< 'f\ \ '. '\ '\ \. \, +0.2 +0.1 +0.0 +0.0 +0..0 +0.1 +0.0 +0.0 +0,0 '\ " '\\,. \ +0.2 +0.0 \\ +0.0 +0.3 +0.0 "\ +0.2 J: '0.0 TO.O X +0.0 +0.1 ::t :t, " \'\ '. \ +0.0 +0.0 +. O.!Jx +0.0 \ '" J: '\ ';, '. '=\ \'\. \" +0.1 +0.0 \ '. '\ ';, \ ... ~o ~O ~1 ~1 ~1 ~2 +0.2 +0.3 +0.0 +0.0 +0.0 +0.0 \\ '\~\ \.. '\. \\ \... +0.0 +0.0 +0.1 +0.1 +0.1 ~1 ~2 ~3 ~3 ~4 ~5 1.0 +0.9 +0.1 +0.1 +2.7 \. "\ ." \\ \\. "t. \, \. '\: +0.2 +0.2 +0.3 +0.3 +0.4 1.1 1.5 1.2 1.9 1.7 +0.2 +0.3 +0.7 1.0 +0.4 +0.3 +0.3 +0.7 +2.2 SHt.t.1 NOTES : <D LUMINAIRE TYPE "S1" SURFACE MOUNTED TO EXIST1NG BUILDING AT 9'--0" ABOVE FINISH GRADE. SEE ARCIHITECTURAL BUILDING ELEVAT10NS. <D LUMINAIRE TYPE "S1" SURFACE MOUNTED TO PRE-ENGINt.tKED S IttL STRUCTURE PER ARCHITECTURAL DETAILS AT 9'-0" ABOVE FINISH GRADE. ~I:l:. ARCHITECTURAL BUILDING illV A T10NS. Q) LUMINAIRETYPE "S2" SURFACE MOUN II:.U AT PEAK OF PRE -ENGINt.t.Kt.u ~ I t.I:.L ~ I KUCTURE PER ARCHITECTURAL DETAILS AT + /-20'-0" ABOVE FINISH GRADE. SEE ARCHITECTURAL BUILDING ELEVA T10NS. ill LUMINAIRE TYPE "S2ft SURFACE MOUNTED TO EXIST1NG BUILDING AT + /-20'-0" ABOVE FINISH GRADE. (NEW LUMINAIRE IN EXIST1NG LOCA T10N). @ LUMINAIRE TYPE "sf' SURFACE MOUNTED TO PRE-ENGINt.t.t<ED ~ I tEL STRUClURE PER ARCHITECTURAL DETAIL AT +/-15'-0" ABOVE FINISH GRADE.::,t.t. ARCHITECruRAL BUILDING ELEV A T10NS. , CHECKSIET ~ DflAW1118 . PRELIMINARY ... f<<)OMPLI: I': II' . NOT TO . ~ Pal 1l8IIIIA.... OR 00NI'IRJ0110N 12/02/08 LUMINAIRE SCHEDULE 1YPE DESCRIPll0N MANUFAClURER LAMP I BALLAST VOLT MOUNllNG FINISH S1 FLUORESCENT TWO LAMP EXTERJOR FULL CUT-OFF AREA LIGHT. NOMINAL 14 in. X 9 in. X 11 in. DEEP DIE CAST ALUMINUM TRAPEZOID HOUSING WnH SPECULAR ALUMINUM FORWARD 1HROW REFLECTOR, TEMPERED GLASS LENS AND CAST ALUMINUM BACKPLATE. U.L. WET LOCA 110N LABEL. SURFACE EXTERIOR WALL OR SlRUClURE MOUNlED, HEIGHTS ABOVE FINISH GRADE AS INDICATED ON L1GHllNG DRAWINGS. SURFACE EXTERIOR WALL OR SlRUClURE MOUNTED, HEIGHTS ABOVE FINISH GRADE AS INDICATED ON L1GHllNG DRAWINGS. POWDER COAT FINISH. COLOR AS SELEClED BY ARCHITECT MECHANICAL . ELECTRICAL . CML . SURVEYORS 100 WEST 13TH AVENUE El~?m~rtY\~fl F: 541-345-5303 42 WATT IK( 4100k W I ELEClRONIC BALLAST 120 POWDER COAT FINISH. COLOR AS SELEClED BY ARCHItECT ECLIPSE 'MUNICH' SERIES S2 FLUORESCENT ONE LAMP EXTERIOR FULL.CUT-OFF AREA LIGHT. NOMINAL 14 in. X 9 in. X 11 in. DEEP DIE CAST ALUMINUM TRAPEZOID HOUSING WITH SPECULAR ALUMINUM WIDE DISTRIBUTION REFLECTOR AND TEMPERED GLASS LENS. U.L. WET LOCA llON LABEL. 120 250 WATT METAL HALIDE W I MAGNEllC ENERGY EFFICIENT BALLAST ECLIPSE 'MUNICH' SERIES 200603e3 ph2.dwg TBG ARCHITECTS & PLANNERS / INC 132 East Broadway Suite 200 Eugene, Oregon 97401 (541) 687-1010 Fax (541) 687-0625 ~ u.J I- / u.J U I- /' u.J ~ ~ ~ 6c~ ~~> ~c... O~ 0 >- ~ . 'u.. L.U ccZ _ zO I- u.J- ~ &3 u.J ~tI) z C5 / lJ=;:~9 'u.J 0 ~ -<( !::c.. 0 tJ --I ~>- ~~ c... c::c - : B1 /' o - - <( u - u.... .- S T: :> _A" ...:G - ~ ."G ( ,,=-W WO ~ <) PHASE - 2 SITE R~VIEW PROJECT # DRAWN CHECKED DATE 200334 DDD KMW 12/02/08 SHEET E3 ..SU 8\11 JTrA L R Ee' D nfr .:! ?QOR