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HomeMy WebLinkAboutPlan, Tentative APPLICANT 3/29/2007 2 . . ea ource aCI IC 3 ans . 4 . eVlew o 110 International Way - Springfield, Oregon o DESIGN TEAM ARCHITECT: ~OBERTSON SHERWOOD ARCHITECTS pc 132 ::. 3ROA)WAY - SUIT:: 540 ::UG ::NE, OREGON 97401 :>-541-342-8077 F-541-345-4302 OWNER: PACIFICSOURCE H =AL TH PLANS 250COU 'JT ~Y C _U 3 ~OA) EUGE \jE, OREGO \j 97401 P- 541-686-1242 =- 541-485-0915 c CIV- _ -= ~GIN :: :: ~: 3A _ZHSER& t- U 33AR) ENG 'J:::: ~S PO BOX 10347 ::UG:: .'4::, 0 ~ ::GO \I 97401 P-541-686-8478 F-541-345-5303 GO.VERNMENT AGENCIES: C I Y 0 = S:> ~ \lG:=-:: _) C I Y VlANAGER'S OFFICE 225 5TH STREET S:>~ \JG = = _), OR ::GO \I 97477 P-541-726-7300 SURVEYO ~: 3ALZ -ciS:: ~ & -U 3 3A-~):: \lG \I:::: ~S PO 30X 10347 ::UG =N =, 0 ~EGON 97401 P-541-686-8478 F-541-345-5303 Ci I Y 0 = S :> ~ NGFIELD DEV =LOPMENT S = ~VIC ::S 225 5T- ST~=.=.T S:> ~ 'JGF= _), OR =.GO\l 97477 P-541-726-3759 ell Y OF SP ~INGF ELD - ::NGIN =.ERING DIVISION, PUBLIC WORKS 225 5TH STREET SP~ \lG= ::L), OREGON 97477 ::>-541-726-3753 ACOUSTICAL CONSULTANT: -A _ 3ERT G. DUBL =, P.P., INC. 16905 c\j:: <I \lGS G ~ )E \I =.WB=RG, OR 97132 P-503-538-8077 F-503-537 -8044 II I: CRESCENT ~ ~.. o ~ ~ c ~ ::;) m o (,) I @ ~T~;INITY MAP GENERAL NOTE-S: 1. CA ~E SI-ALL BE TA <EN TO E \lSURE Tt- AT Ct- =\AICALS US::) DU ~ NG CO \1ST ~UCT 0 \j W LL \lOT:: \IT =. ~ T - = SO - 0 ~ B:: WAS -lED INTO T- E STORM WAT:: ~ SYST::v1. i\jOPAINT WAST:: 0 ~ CLEANING VlAT=. ~ A_S 0 ~ WASTES S-A...- 3E A__OW=.) TO =.\IT=.~ T- :: SO- _S O.~ STO~v1 WAT=~SYST=vl. 8 2. CO \lTRACTO ~S/)EVL =0 :> =. ~S/OW \I :: ~S S -IA _ _ \B =. ~ES:>O \IS 3 _:: =0 ~ THE SAFE - A " ) - \lG AND STORAG = OF CI- =.M CALS, :>::T ~OLEUVI :> ~O )UCTS, F:: ~T _IZ =. ~S A \I ) TH = :> ~ =.V:: \IT 0 \I 0 = G ~OU \I )WAT =. ~ AND S-O~ VI WA T:: ~ RUNOFF. 3. \10 = _ _ MAT:: ~ A _S CO \jTA \II \lG I- AZARDOUS VlATERIALS IS PE ~M I I =) ON THIS S T =. 4. NO DNALP CHEMICALS ARE PERMITTE ) TO B = USED 0 ~ STO~ED ON TI- IS SIT::. 5. NO MO~= T-IAN 20 GALLONS AGGREGATE OF MAT=RALS-IAZARDOUS TO GROUNDWATE~ MAY 3= STO~ED 0\1 S T=. ::E a. ('i) o it) '<l" T-= 6. U \jDEVE _0 :>E) .A \I ) SHA _ _ 3 =. v1A NTA ,,=) N A\j U \jCLUTTE ~E), JUS. -- =R = =, vlOW =) A-" ) A TT ~C- V = MA" \lER. SUCt- LAND S-ALL NOT B-:: USE) FO~ :>A~<ING. (SDC 21.120(3). - 8 ~ ~ Oi ~ a; Q) .c Cf) ~ ~ ~ u:: (j) Q) .c ~ :E ~ Q) os; Q) a: g ~ o (j) 15 c: <D C> @ :::1 o Cf) o ~ o al a. u Co V) +-t U OJ +-t :c A u '- <( 7. EXT= ~IOR PAINT CO _ORS BUlL) _\lGS, SIGNS, F= \ICES AND STRUC-U ~_ SIGNS SHA__ B= SU 3)U =.) 0 ~ =.A~T--I TO \lES. - "a o o ~ &. ell .c en 8. I \j ACCORDA \lCEW T - SDC 21.015(f), vlAXLvlUM NOISE LEV =LS (MEASUR =.D AT T -IE PROP =. ~TY L NE) G =. 'JERA TED BY THE )EVELOPMENT SHALL COMPLY W TH OAR 340-035-0035, NOISE CONTROL STANDARDS FOR INDUSTRY AN) CO vlME ~CE. - C o en .... &. ell ..a o a= I'- o o N @ 2 N o 8 ~ o ~ ti al O[ 9-: .:..; 3 >- ~ ~ ~ MAR 2 9 2001 5 . . DRAWING INDEX: A 1.0 - T TL:: S -fEET A2.0 -SITE PLAN C1.0 - S - = ASS =.SS vl-:: \IT PLAN C2.0 - MPROV = vlEN-- AND GRA )ING P ..AN E1 - SITE LIGHTING/ELECTRICAL :>LAN E2 - ~ISE~ D AGRAM SITE \ ~ ._-.~.. INll:J\NAnONAL WAY _ ---- ~ '\ a:: , ~ G) ~ I'll ~ C I NORTH s SITE DATA: TAX LOT: 100 TAXvlAP No.: 17-03-15-40-00100 ZO \I \JG: C1-CAM :>US "JUST ~ A _ ) ST ~ CT US =.: CO ~ :>0 ~ T=. OFFICE t- EA )QUA ~T =.RS ?l6E- ~'V 6 m l~ IvttT-q "' . ~? 5~L 1vocl ./ ~O-Ot$ t - Y, ,"< ....,q (, ?~P--OOr/uOO"' vl :> =: ~V OUS A ~ =:A =>-AS=. O\lE :>-AS=. TWO P=.RC=:\JTAG=. 3UILDING AREA WALKS, DRIVES, PA ~K NG AR =.A TOTAL IMPERVIOUS AREA 30,720 SF 1 05,8~0 SF 136,610 SF Ie :> =:RVIOUS AR =:A MPROVED LAN DSCA :>E AREA 119,543 SF OPEN SPACE/UN M :> ~OV =.D LAN DSCA :>E ~45,818S = TOTAL :>ERVIOUS A~=A 465,361 S= . I Ica Ion 61,440 s= 180,897 SF _ 242,337 SF 23% / 40% 196,218 SF .163,416 SF 359,634 S = 77% / 60% TOT A _ S T =. A ~EA 601 ,971 S = (13.82 ACRES) 100% /100% BUILDINGDA TA: PHAS :: 0 \j'.=. PI- AS =. TWO 61,440 s= 122,880 S = 1,000 SF 1,000 SF 62,440 SF 123,880 SF 3UI_DI \lG AREA CANOPIES / B < = PA ~KING --OTAL BU LDI \jG A~=A 4 5 .~ o >- to C 3:0 - 0' to QJ C r... .20 .... .. to "0 c- ~~ .... 0' C C o'~ ;::(/) E o u -d o o ~ r.... (]) U ~ c.. c: o en V') 1:: , ~, ~ u ~ CIJ ~ d' ~ c o -- .... <<a -- -- <<a .... lit C .- - c ... o .... <<a ... ell C ell C) ell U ... ::J o en u -- .... -- u <<a f1. 8 z o - I- <C S () ~ - > u.. w - a::: Cl w o f- ~ ~ s ~ w 0 _ a::: >Cl.N WCl.O <( 0 """-IN u..<(w wzz I-C)=> - ..., -a:::oo WON A <:(x I-LLI 1-0..<(0 W<(OL LLI~ I>-I-C) u,I-UL , LLI > LLI~-,;::> ...J '0 <:( I-Uc:::c::: 1->0..0 m 0- J . ...... .... o I " ~ )...... \0 ~ 0 ('t) >- co c 3: ro '- o -0 <1> .:::s::. u <1> .J:::. U ~ U <1> .~ 10 ' e o 0. Al.()' :E a. O'l 10 ~ ~ ~ C') t (j) (I) .r:: Cf) ~ g '" 2 u: (j) Q) .c (/) '8 :E ~ (I) .S; Q) a: g i:i) -0 e (I) c: (I) C> Q) e :::1 o Cf) .g .0 al a. , ~ 8 ~ o ~ ti (I) 0- ! .:..; u Co V) +-t U OJ :: ..c u '- <( "a o o ~ &. ell .c en c o en .... loa ell ..a o a= I'- o o N @ ~ r 424 ~ o ~ ~.~ ~ ,~, ~ (";;\...... -I ~ ~ ~ \'2-"'~. .. I~.i:;q I I "~R"'_''''N \\\~.. .~"'-- .- ENLAR~F'n . .~~ AREA \\ ~ ~~~E~~r~(!1. I:.~ I~~O;R~ lion ~. 1 '.' . fB\ - .~\~o - L~. -' / ~ ~/.-. - - " I~~ ]1'/ . I~-- .. -l~ ,r - ~ l~0'~17/~ '-~f!J~ ~ ( ( ~ I ;-:;t ~ .. ~ I l ),!,~. [.) '1~'. I '7_"~- ~.. ,~ .~ =--: . . ~ ~ I') ~"~ ---J ~I ~ '<8 ~i ~ CD-........... I I i ~~} c I l"J ~~ ,~~~ J · -- ~ :) - :- 2 ~ ~~;;y - -<r-- ===== ---W _;;;>>~ "~~ ~ ~. - A3~~O~' ~I:::..'" ~ . ~-: .......' o ~ . ------==- ~. ~. .-:-=;;: ~ ( 426 __ @ .. .. ~~_ _0 ~ '7' @ .~ 1~S c N I N f'l) LO I ~ -' /' I l/~ }I ~.~. I (; 1 ':8{ \ 8 r-A'\. OVERA - - S T ~ PLA " ~ 1"=50'-0" A ~ - -- --- ---- - - ~t\ ----- ~ ,-'" ~ . - o r / 2 ~ - - 425 .r / , , , ~ ,",0 ~ , 0' t>,'l-'" ~ . - . ~~ --~ r~ ",0 ~ , , ~'" ~ ~ ~ 3 :11 ~--- /' ---/ / / ---- ( --------- 428 /' --- --- ---- ---------- ---- --- --- -- --- ~ o ~ """" "'~~ ~ ~~ ~ ~ ~~ .~ . n.l ...... ~l~ ".~ I o o 1<S "'\ ~ o ~ ~ r :-- o ~ / o "' "' v o C' y ~6' ~ v o o o ~\() C' ~~ v / 7 o o '- , o~ o . ~o @ . / ~~'tt~ / '~ "" ~"'" I ~ Ji;'.." t. )"'->'0 ~~jz) v / / / " NORTH ~3 KEY =D :JLAN \to ES: CD - TRENCH AND BACKFILL AS REQUIRED TO INSTALL 4" DIAMETER CONDUIT - TYP. REMOVE AND REPLACE EXISTING PORUS PAVEMENT SYSTEM AS REQUIRED SAWCUT EXISTING PAVEMENT AS REQUIRED, REPAIR TO MATCH EXISTING VERIFY TERMINATION POINTS WITH OWNER o - EXTEND GRAVEL ROAD TO PROVIDE FUEL TRUCK ACCESS 2 ( ~.) 0\ c~ / ,V/ I' 7'( ~ 3 ( 4 .. .. , , ~ ACCESS STAIR --.....'x~_ I.. ................ ACCESS STAIR~ '\ \t Co I Co C\J II I ..J 4' - J" , , '.. .-J \ @ ~:l~~RA TOR :) _AN 1i ' I ! I I c, I ~ ~ ' I I ; oJ 0, ;h~:f~ "j" ~ cr ~ ~ co.. WEST I ~ AccEss. STAIR rJ L, L___________________~ ACCESS DOOR ~ I E ~ A 431.0 -y T.O. SLAB , .. c, ~ I 0, A 431.0 -y T.O. SLAB / METAL SCREEN ~.. rMETAL SCREEN -- ........-.: STORM DRAIN OUTLET J @ ~':1~"~ ':J.A 0 ':J. ELEVATIONS ACCESS DOOR - '~ ~ .~ ..,,~ ~ tI~~ .~.~~~ '~l'\."~~ ~"'-'" .....~ ~~ ~~~ ,'-ll.-"'" -^'(" ~ ,~ ~~~ ~~ ~ ACCESS STAIR fD'\ GEN ~RA TOR MAG ~ ~ NO SCALE 4 , , ~. 15t-2" 7' - '2" GENERATOR C, I ;.. 'I'> , .. n I ;.. ~ ,. .. .. Co I 00 ~ , .' 5 'l-J ~~D~ -", . ~ fP~ I~ 'M. fto~"J . r-"'- ...~~ ~ I ,,-.' \. j'/. '1~{~ ~ ~ \ ~r .,,~)-r '-v"- ,.., \ u ~ . EUGENE. CIlEGON ~ V ?fO.~~~ o =J >- to C 3:0 - 0\ to cv C r... .20 - ... fU"O c- r....~ GJ- - 0\ C C o~ ;::CJ) 4' -0" , , , , u 0- (/) ~ J U OJ ~ . E o u -ci o o 3: I.- Cl) .c: (/) c.: o (/) -+J I.- Cl) ..c o I.- 3i 3: ;: c o .- ..... fa -- -- fa ..... en c . jJ r- - U , <::( ~ o o c ~ ... ell ..c U) - C o en ...., ... ell .c o ~ t- t-N 00 co(\") .~ N . ~LO P)~ NORTH - s .... o ..... fa .... ell C ell C) ell U ... ::s o en u .- ..... .- U fa a. .,... .,... ~~ LOLO 0..1&. ;- METAL SCREE~ - I o ~ LO Cl) -+J '5 .,... (/)0 ..~ >1"- co()\ 3: c.: "00 coO' o Cl) I.- I.- COo ACCESS STAIR~! 11\ 'l 111 1 I r;;,~. I c, ~ I 0, A 431.0 -y T.O. SLAB . 431.0 , T. O. SLAB t- 11 "1 ~ .. ~ I NORlH -'~NCRE~~ - - -- - ~ - ..l RETAININ~~ WALL -+J .. (/)Cl) co c.: WCl) NO' (\"):::J .,... W SOUTH 1 b 1- -~. ~". rJ ~ L _ _ _ _ _ _ _ _ _ _ _ _.J CONCRETE RETAINING WALL z o - ~ S; U w u:: a:i - 0=: o w o I- ~ 6 S ~ w ~ >8:~ W<(O ~<f~ wzz I-CJ;;; -0::<<> cnoN /METAL SCREEN ....:1 b ~ I 0, , .. I c, I ro 8 , ~~--~---~---------~~ ' CONCRETE RETAINING WALL EAST. GENERATOR ~ /-; FINI METAL SCREEN ~ <:(~ Z.....I <co..W -lOW Q.<e5 WQ..U') !::c::c::U') U')OOL .....11-1-0 -1<:(<:(1- <Cc::e:::<:( e:::WW> W~tII!:..l.L.I >WI.LI-I OC)C>I.LI - CONCRETE RETAINING WALL GRADE A >- co c: 3= co l.- e en ....... 9; ~, ~ /" M 4 (l) ~ U (l) (l) ....., .c. co u e ....., U (l) '0 I.- 0.. ..... I N o \0 o A2.0 5 " ~ " " EXISllNG RETENTION ~ I I, POND SPlLLWA~ ' PROPOSt:IJ EMt:t1GENCY GENt:HATOR AND ENCLOSURE .... ~~ I I . 10' PUE .. ! I , , " " " 424 - ~ :-:---- N 89.59'50" E 737.88 ~~ IRO~~ ~~IN~ . _ ~1"<;"13,624 .....y~~ ~G~- ~16,n 7eA B. ~~~~ EXPIRES 12/31/07 1OO-YEAR R.OODPLAIN BOUNDARY , ~ --- - CITY REVIEW SET /0\ A- --- -------- PLAN SCALE THIS DRAWING NOT FOR . CONSTRUCTION 03-26-07 - 40 0 20 40 ~I! 1 INCH = 40 FT. 80 \ 0 00 1/, .. ~I(~-- la ! 1.--- ':: ; 1 , I ~- ~ 0 0 , ~/ i ! \~ I ~"W 'f I ~ , I ..--9A I 1/ -- -~\ - ~7 I " <' I V '\ I _) ~ ~"--- .(' I \ '-i-zo / ) i}/D \ ~- \ I ~<. ~ : ~~ ~, ~ ) " I ) I I RJTURE BUILDING ~: rr-c 431.00 1~~ ') I ~ +jl ~ WE !O~~. ED M~\1. 19~. wpnON No. 94-49199 LJlI/E COUNTY ZFFICIA, R-CORDS. - \:/0\ X 1 \ L_________...J rr 4: _ 426 - t>.i' "'--- CONTROL POINT INDEX ~" " / / / ~ POINT /I 1 2 3 4 5 U 0... Vl I J U (]) I J NORTHING 10000.00 10005.09 10803.89 10676.74 10803.92 EASTlNG 10000.00 9262.20 9269.38 9925.69 10007.25 -- ELEVATION DESCRIPTION 428.36 FOUND ~n IRON ROD W /CAP 428.86 FOUND ~n IRON ROD W/CAP 421.06 FOUND~" IRON ROD W/CAP 428.63 SET HUB & TACK 425.16 FOUND~. IRON ROD W ICAP , 1_ ----- EXIS lING Ht: I t:HTION POND ---------- NOTES: 1. REFER TO ATTACHED FEMA MAPPING FOR BASIS OF FLOODPLAIN ELEVATION DETERMINATION. FIRM PANEL 1134 F, DA It.U JUNE 2, 1999. 2. SURVEY INFORMATION IS BASED UPON A CITY OF SPRINGFIELD BENCHMARK, A RAILROAD SPIKE AT BEND IN ROADWAY ALONG DEADMOND FERRY ROAD. ELEVATION = 429.20 (NGVD 27). TO ADJUST TO FEMA BENCHMARK ELEVATIONS, 0.03' IS TO BE ADDED TO THE CITY OF SPRINGFIELD'S BENCHMARK. BEARINGS OF THIS SURVEY ARE BASED UP LAND PARTITION PLAN No. 94-p0502 FILED ON MAY 6, 1994, BY JAMES. A BRANCH, LANE COUNTY SURVEYOR'S FILE No. 31950. e_ r- U L.. <( ~ o o ~ .... ell ..c en c o en ..... .... ell .ca o a:: 426 ."'._~-"_.....,-.,".._."'",......~ 3. THE PROJECT SITE IS LOCATED BETWEEN THE TWO-YEAR AND FIVE-YEAR TIME OF TRAVEL ZONES (TOTZ) PER THE CITY OF SPRINGFIELD'S WELLHEAD PROTECTION AREA MAP. REFER TO DRINKING WA I t.t< PROTECTION OVER LA Y PERMIT DOCUMENTS FOR REFERENCE. I I I I I I I ii- II I~ I 4. THE SOILS SURVEY OF LANE COUNTY, AS PROVIDED BY THE NATURAL RESOURCES CONSERVATION SERVICE, USTS TWO SOIL TYPES BEING PRESENT ON THE PROJECT SITE. THE FIRST IS CHEHAUS SILTY CLAY LOAM AND THE SECOND IS NEWBERG FINE SANDY LOAM. ~~ ~ ~ 5. ALL EXISTING IMPROVEMENTS ARE. TO REMAIN. THE ONLY NEW IMPROVEMENTS PROPOSED ARE THOSE ASSOCIATED WITH THE CONSTRUCTION AND lOR INSTALLATION OF THE EMERGENCY GENERATOR ASSEMBLY, ENCLOSURE, SUPPORT STRUCTURE AND UTlUTY INFRASTRUCTURE BETWEEN THE NEW ASSEMBLY AND BOTH THE EXISTING AND PROPOSED FUTURE BUILDINGS. REFER TO OVERALL SITE PLAN, A2.0, FOR MORE EMERGENCY GENERATOR/ENCLOSURE DETAILS. r--~<s "- ~ 0\ )! ') \' :s:: o a ,a B a a C/) < E o u -d o o 3: "- 0) .r:::. CI) c: o CI) ... "- 0) .c o "- :i 3: 3: I"- I"-N 00 CX)("I') .""" N . vI.(') P)~ ~~ LOLO D.I.L. o """ LO 0) ... "5 r- enO ..""" >.t- co()\ 3: c: "Co COO' 00) "- "- mO ... .. CI) 0) co c: WO) NO' ("I'):::J ..- W >- roc 3:0 - C' ro cu C I- .20 ..... .. ro-o c- I-.! cu- ..... C' C C o.~ ;:(1) c o -- ..... <<a ~ ~ <<a ..... en c - I- o ..... <<a I- CII C CII C) CII U ... :::I o en u -- .... -- u <<a 0. -- PROJECT 5 TE MECHANICAL . ELECTRICAL . CIVIL . TRANSPORTATION . SURVEYORS tOO WEST 13TH AVENUE EUGENE. OR 97401 P: 541-686-8478 F: 541-345-5303 I\) ,.J1 I' i:-J -l.. / ~ 0' r: 9- o ~ 0 \ I /'-/ t::-/! ----- i \ " r ~ 111.1, I ~, l l~ ! MAPLE ISLAND DR , ~ ~ ~ vj- \)- CJ ;;0 -i (I) . WAY. ,~ ~ N - ___ INTERNATIONAL >- ~ EX BUILDING I-t-t:: 431.50 lO ~ ~ en ~ ~ ~ . GAME FARM EAST \\~""YRD \\ ,\ 11 ~ PI '" r- J> z t:l ~ , ~ \7 : .---.".. V 1 .r'~\ . ---"1f-----~~..l;;;;;;;lI....--~-O'7-c. c;-=:~ ( +11 . _ to __ ~_ ... " 0 0 0 0 j~! ~ "~ , ----. - ...--' /\'1 I 0) 0 ,.' , ~ + ~ ~I '7 '~ BLlG UTILITY EASEMENT AN + I SLO E EA~EMENT PER LAND PARTlTlO I I +1 PLA No. .J4-P0502 RECORDED MA Y 6, IN .E LAI JE COUNTY PLA T RECORDS, . LANI COU1!TY. ~. . ~" rJ C--;:--~ - ~~ i: 0~~ ~ - .... /__,_~1 t ~ A=T~- ',"--"-~ "~-.\.. . . ,': ~- ,BELTLINE ROAD Go?::I: ~c ~ ::1 COLONIAL DRIVE MCJ ~z KRUSE 'vIAY ~ l:I:J i/ tI.) o ,~ r GATE'vIAY LP ~ POST AL 'vi A Y >- <:t ~I f;j 13 >< ~ ~ ;5- FLAMINGO AVE . i:;> zoi >- a:l c: := co L- a ---'--...~ -- u.,:",:':~"...;i .... ;.::_ -- 429 lilJ~; ~~" :,7',''4\ \~"""'. "1 ''';'. -, ',,', ':' \ . 0_' .,Af" .' . ',':'-'1 ". '. VICINI I Y MAP NOSCAI F - ~10 ____ ., ::f :J,,~'...~,~..,., '.: ~~ '..~' ~.-, .,~ ..,: '4';, 0," ;:....~} ~ ~:'" .~, .::.~. :\~. .11":'4": " .#., ~.~" ..,. ::~..:. '),. ~v La.. V) OZ 1-2 ZI- w- ~o V)Z V)O wU V)C) v)'L <CI- wv) 1-' -x V)W a. <( ..J m .., ~ -0 OJ ~ U OJ .r:::. U ~ W >L W 0::0 LI- <c<C ..JU Q.La.. we 1-0 V)~ ....... \0 o 0 ........ I \0 CX) N 0 ........ 0 M I o 0 o t....... OJ .~....... ..... 0 co L- a a.. ~ " Cl.0 ~-~ I I I . I I 1"'- I I ------j -""" I 100' SPA EASBENT . , CQN,lnVCT GRAVB.. ACCESS ROAD 8. .... Ot:r Irl11/Z-o CRUStED ROCK y --- \I - CITY REVIEW SET REMAINDER OF EXCAVATION AREA TO MATCH EX SURFACE ELEVATIONS EXCAVATION/Fill VOLUME: 23,000 CUBIC ....t:t: I" (852 CUBIC YARDS) PLAN SCALE 80 THIS DRAWING NOT FOR CONST.t(UCTION 03-26-07 40 0 ~ 1 INCH = 40 FT. 20 I 40 I " ~ ~ " . ~\ ,/y' " ) ':rt, - ). \ Q ) Iv ;j OUTFALL I. \ .~{o) Z" REMAN- I . \\ u 0 -" ('-" .-/ I ~.. ::. ) / '10" -1. ~'\ ~ \- n '\~_" ----- I ~/ -, ~} FOR GEN:RATOR ___ . . ~ '" "\ /" ./ / --~ " AN) 8ICL0su:E I /? ~..I / ~./ [Q 1 nC:M::n TO OVERALL I I / / /':,./ -- ... I otiC PLAN, A2.0 I I ~ '/ /': /' ' '---/ "-. ~ :.~ //~ / ~. //~ _. teN _____ . ~ ~/': ij a&"IJdCAL ROlJ'1'Nl I I <J~ (; ~ ~ _ '-~ TO~IC 1 f~~///////////: :/~ - - - - - - - - -, ALPLAN ~ ~~/////////)/////_ . EXCO ~ ;/~ TO REMAN ;/': : f~~ ~ ~ ~ GENERAL NOTES: 1. Eml]NG TOPOGRAPHIC INFORMAllON: EXISTING TOPOGRAPHIC INFORMATION IS FROM SURVEY PROVIDED BY BALZHISER & HUBBARD ENGINEERS, DATED 02/28/02, AND BY SKINNER & ASSOCIATES, INC., DATED 07/18/01. 2. BAlZHISER &: HUBBARD SURVEY BASIS QF EARING; BASED UPON LAND PARTITION PLAT NUMBER 94-P0502 FILED ON MAY 6, 1994, LANE COUNTY SURVEYOR'S FILE No. 31950. SKINNER ASSOCIA1ES. INC. SURVEY BASIS OF BEARING: BASED ON SURVEY TIES TO FOUND CORNERS AS SET IN LAND PARTITION PLAT NUMBER 94-P0502 AND 99-P1236. 3. BAlZHISER &: HUBBARD SURVEY BASIS OF ElB'AllQtj; BASED ON A SPRINGFIELD CITY BENCHMARK, A RAILROAD SPIKE AT BEND IN ROADWAY ALONG DEADMOND FERRY ROAD. ELEV A TlON= 429.20 (NGVD 27) SKINNER ASSOCIAII:.~ INC. SURVEY BASIS OF ELEVAllQH; BASED ON CITY OF SPRINGFIELD BENCH MARK DATA. 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 DA YS, AND THE COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY ORS 209.150. 5. LOCATIONS OF EXISTING UTILITIES ARE ASSUMED FROM INFORMATION AVAILABLE AND ARE NOT GUARANTEED TO BE COMPLETE 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.It.NllON: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN O.A.R. 952-001-0010 THROUGH O.A.R. 952-001-0090. YOU 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. POTHOLE AND VERIFY LOCATION AND ELEVATION OF EXISTING 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 THE SITE. 10. QUANTITIES 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 COMPLETE PIPE CONNECTIONS AND TRANSIllONS PER PLAN, AND TO CONFORM TO TRENCHING REQUIREMENTS AND SITE GRADES. 12. REFER TO SHEET C1.0. EROSION CONTROL PLAN & DETAILS FROM THE PACIFICSOURCE' PHASE 2 PARKING CONSTRUCTION DOCUMENTS, FOR EROSION CONTROL MEASURES AND ADDIllONAL CONSTRUCTION REQUIREMENTS. THE RECENTLY ISSUED LAND AND DRAINAGE ALTERATION PERMIT (LDAP) FOR THE PHASE 2 PARKING EXPANSION PROJECT IS APPLICABLE TO THIS PROPOSED PROJECT. I T I I C) I I~ ! tQ 21 22 J TOP OF SLAB o \} EJ F=V A TlON= 431.00 (\ 0 J I EX FS= 423.00 \\ 0 \\\ \ TOP OF SLAB ElEV A TlON= 411.06 EX FS= 424.00 :::- '-.) J I I 1-. Vl I . U OJ I, J \ TOP OF SLAB . ELEV A T10N= 431.19 ! EX FS= 424.5C . r- - U L.. <:( --C o o ~ ... CU .c en c o en .... ... CU .a o Ct: 30' o. urIM DRAH .. I EASBIB::I" I I o ~ /~ ~,v~ ~/~ EX 12"SD. I I ~ : TO~ /~ ~~ ~~ ~~, 1 I /~ ~ ~~ ~~ ~~ //': JY0 1/ /, I )....~ /~~r /' ,,~~/ I // .c/~' l" J/ //~, II .4'/./ /:y /,:, 1[/"'7""7r/ /' / / / / ~ /'" / / / / / / / / / ~j/ / ' '1.J.,J' / ./ ,/ ,/ ",/ "'// ~.., ~/ // .' ~/// //~' I~/ /l//'/;/,/I': .~ h ./1 / '//. 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I ------ 25 FUTURE BUILDING FFE 431.00 .1 I 426 ---".,.._.""".,_.""""_._-,.,~, .~ --------- I'll' LI '" ~ GO () ....------- 10' PUE... .........- A i\ ~ I I I. co ~ if; o I I I I G ={A) \lG :) _A.\J c 00 o 1"=20' L_________...J ;---. h I- i ! i EXMi TO~ CIVIL SYMBOLS AND ABBREVIATIONS LIST SYMBOL ABBR. DESCRIPTION ABBR. DESCRIPTION , 12"SD SD STORM DRAIN WI SIZE BLDG BUILDING ELECTRICAL CONDUIT BPA BONNEVILLE POWER ADMINISTRA 11 ON 0) ~. MH MANHOLE STRUCTURE ELEV ELEVA 11 ON CB DOUBLE CHAMBER CATCH BASIN EX EXIS11NG AD 0 AD AREA DRAIN ttt FINISHED FLOOR ELEV A 110N co 0 CO CLEAN OUT FS FINISHED SURFACE ELEV A l10N ... FH FIRE HYDRANT (LANDSCAPED AREAS) LF UNEAR t-t:.t.1 ~ CON~ I KUC110N NOTE PUE PUBUC U11UTY EASEMENT 0-. R-O-W RIGHT OF WAY SEC110N Rt:.tt.KENCE TYP TYPICAL ~ U11UTY TRENCHING /DISTURBANCE AREA 13. REFER TO THE ARCHITECTURAL PLAN' FOR EMERGENCY GENERATOR ENCLOSURE LAYOUT. 14. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF PIPES INSTALLED UNDER PREVIOUS PACKAGES. NOTIFY ENGINEER OF DISCREPANCIES TO PLANS. EX Ai / TO REMAN . (I) 0:::< ~~ PAVING AND BASE C < fa SEE NOTE- 3 ~=:i~ ~ ROCK SECTIONS AS\ c ~ ~ (I) SPECIFIED ~ lLI C L5 ~tt. NOTE 3 ~ ~ ~ ~ FINISHED GRADE ~. rtif<~ ~ . ~~~ <<~~ ~Il 11111I1I1~~ ~ ~=1I1 III ,~"/ ~ ~ Jmlllmlll0' ~ -0 CRUSHED ROCK IN, PAVED. ~ -C -'--111--1111 /'" SIDEWALK, OR TRAFFIC AREAS, )7)) =111 III~ ~ OR NATIVE MATERIALS IN LAND- T III III: SCAPED AREAS. SEE NOTE 2 I~~~III~~~III -'" = f ,~~ 5'" ') 0- SEE NOTE 2 ~~ \ ~ >~" ,1 y)- / ^:<!< ' <<' ~~~~~ $-X <Z~~ ~~ <<V<<'/ Y/ 'Y<<Y/ Y,-j(-<<<Y/ ,~) >~~~"<< ~~~ 'Y~,,<<~~UNDISTURBED EARll-! /W,ij~'~~0-<<<-V;~ , ,,~ " " . "'" ,'\ 7"""""'.:;' ' 6" PIPE OD 6" .......-.... ..... .... .............. EX 11SD TO~ :to'PUE eX BUILDING FFE 431.50 y MECHANICAL - ELECTRICAL - CIVIL - TRANSPORTATION - SURVEYORS 100 WEST 13TH AVENUE EUGENE, OR 97401 P: 541-686-8478 F: 541-345-5303 m~ ifi (J) m~ I'./j (I) (j')z w_ 0::::::2: ~:: IO~ (j')1"") ~I~ :::i(j')O wZ oZw (j'):::iw Oa::::(j') Zw <(r- (j')<( (j')3= 4 = ~ *" -0 CRUSHED ROCK to I o o w CL 0: , T " -6"~ ;r 7' PUE AN) SLOPE EASEMENT 1 ! I . ' co ! ~(~~- . J::- ~'.~~...l/~__. .~. .....,..,. .. .l!.. .-ill-' AT . .' .' ' . " !iI!f! - '1. INTBRNA TIONAL ;a :i NOTES 1. WATER UNES THAT PARALLEL SANITARY SEWER UNES SHALL BE LOCATED A MINIMUM OF 12" ABOVE SEWER UNES, WHERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 10'. 2. WITHIN 5' OF A BUILDING ~IKUCTURE, BUILDING CODE APPROVED PIPE MAltt-<IAL AND *" -0 CRUSHED ROCK BACKFILL SHALL BE USED. 3. SAWCUT, REMOVE AND REPAIR EXIS11NG SURFACES TO MATCH EXIS11NG ASPHALT, CON CRt I t, OR LANDSCAPING IN AREAS WHICH DO NOT RECEIVE NEW~ IMPROVEMENTS. PROVIDE 4" MINIMUM DEPTH ASPHALT OR CONCRt.It. PAVEMENT, OR MATCH EXIS11NG PAVEMENT THICKNESS, WHICHEVER IS GREA I tK. 4. 36" MINIMUM FOR FIRE SERVICE PIPES UNDER AREAS TRAFFICKED BY VEHICLES. (NFP A 24, 10-4) 5. INSTALL TRACER WIRE ON ANY PIPELlNE(S) CONSTRUCIt.1J OF NON-METALLIC PIPE MA TERIAL. - J \", J . .~.,.... J. ",' ,...~.::;: . ~., .-,,-... -. .," i. .'. ", , ..... " . '. ,. '. .. ..,. oZ.,: .. ',' .' ~", .. "! _. ... .;." '. . '. :' ....... . Jl. . ~ . of' , ... >CONSTRUCTION NOTES 1 IN AREAS OF NEW TRENCH DISTURBANCE, CONTRACTOR SHALL PROTECT EX PRIVATE UTlUTlES AT ALL CROSSINGS. .,. A Y ~.... .:. ., . ~ . ," . . . ~ *',. \- ~~'1' $, ,." '''' .....0: ~ '". ~ '"': 11:' . ".z..~'. , I> . . .ol!~.~' "~'.:'_ It', :~:,.. .: :~tI' . ..;1 ..'!...., ........ c.... ". ~~~ . .... 'lI ...... ..........~.,(..:.:~.-~,...... ~ '."1 - 'Il' ~, . ~ . .."' '. .. ':T .88" IKHV f CD Y:) CA_ -={::\C- \JG & 3AC{= __ S::C- 0\1 1>- lCO c: 3: CO s- a o :) _A \I v1:)={OV::v1::\I 1 n = 40' NO SCALE u c.. E o u -d o o 3: L- OJ .c. tI) c: o tI) ...... L- OJ .c o L- ~ 3: 3: >- to c: 3:0 - C' to cu c: L. .20 ..... - to '"0 c:- L. ,~ cu- ..... C' C C o'~ ;::(/) c o -- ,.., <<a .... .... <<a ,.., en c - L. o ,.., <<a L. GI C GI " GI U .... :J o en u -- .... e_ U ftJ 0.. ~ W >ttI!:.. ~O ttl!:..1- <(<C ....JU 0....... we 1-0 (/)~ ..... \0 o 0 "'" I \0 en N 0 "'" 0 M I o 0 o t)..... Q) .~ ..... +.> 0 co s- a 0.. C2.0 r- r-N 00 COM .~ N . ~LO P)~ ~~ LOLO a...... o ~ LO OJ ...... '::; ,- (/)0 -~ >-t- ro()\ 3: c: "00 roO' OOJ L- L- mO ...... . tI) OJ ro c: WOJ NO' ("f)::J ...-W z <( ....J 1-0- zC> wZ ~O w<c >0::: Oc> O:::e O-z ~<C a. ..J ..., <( m :E "0 Q) ~ U Q) .r. U ~ 3 5 ~ ~ D~ ~ I RETENTION AREA (+/- 11,000 sf) @ o Bottom of Retention 420' Limits of Disturbance c J ./ r\O \ 0) G -- <0 ----------- I c ) -/ L r~ \/ '; _.~- LDCA TIDN OF NEVI GEN SET \' SEE ARCHITECTURAL PLANS '" --- ----- i ! ;. ! Il'L! PHASE 2 BUILDING /' / \ ~l;~ r:-~ v >='---t(y ~_ ___ 00 ; .~ #'->- \' 0 . \ ,"uo, I .~::; ~--- ~ ::/~ -E (:, .~ ~ I I l'f ,?-~ o _01~ 1- I I "- IJ-[l 30~ \ ~ El \\~ <( -I W ~ >>- -=:J LL t.0l /-M- . ~(f? ~~)v.. ) I- :1 _1'-=_<] U) .~~l--j ('j 0 ~=c_ X '~~~"x~~<1 w \~~!----T .[ . l ~ (I,~~.) ,',., r - j I J /8',\/8') 0---0- 0 (1 "-~/"'--~-1 . 0 - - :> - AS:'" If: j~~"~J- (~ 11'- -hI _{ \~( ",= (---:'-: (jj -~:"-1-Y --\-~[=; ~ ,:lli=-~~.6 " ~-: .. Sill:. LIGHTING POLE # MANUF. #16 RUUD #17 RUUD #18 RUUD #19 RUUD #20 RUUD #21 RUUD #22 RUUD #23 RUUD #24 RUUD #25 RUUD #26 RUUD #27 RUUD #28 RUUD #29 RUUD #30 RUUD #31 RUUD PHASE 2 Construction Limits POLL #~1 D~ EXISTING BUILDING -::J- AS - ~ '~ ~....,- o Q-""'-) o ..,-.-r.-----li.--.-.---<-"', 0.. // \ - ,-, ~ ! '--~ D'lIl f~+ \ :' (-y-~ ~U /'1 -- (:0 ~) I 800.1808 2 If ~ 4 POLE & FIXTURE SCHEDULE - PACIFIC SOURCE - phase 2 CATALOG NO. JE01640-M JE01640-M JE01640-M JE01640-M JE01640-M JE01640-M JE01640-M JE01640-M JE01640-M JE01640-M JEE2640-M JEE2640-M JE01640-M JEE2640-M JE01640-M JE01640-M JE01640-M 1-400W PSMH METAL HAUDE FORWARD THROW 4" SQ. 22FT POLE NO. LAMPS 1:400 PSMH 1:400 PSMH 1:400 PSMH 1: 400 PSMH 1: 400 PSMH 1: 400 PSMH 1:400 PSMH 1: 400 PSMH 1:400 PSMH 2: 400 PSMH 2: 400 PSMH 1: 400 PSMH 2: 400 PSMH 1:400 PSMH 1: 400 PSMH 1: 400 PSMH ~ '\ MOUNTING HARDWARE ~ BY MANUFACTURER \ A' A / " FINISH GRADE \ ~~~]j .._._oe 24" SONOTUBE .-l\r:;~li~=W~, ~ 1 .// BASLETS. NO.2 BAR-~ NO.4 BAR (4) EACH -=1J1 --.)7 1ill .J 'Tfl=III=' ' UNDISTURBED EARTH.- / 1_ -~FL ~r s' ITr ~:llit - , n~ '~n6 /I J PARKING AREA POLES NOT TO SCALE POLES 17-24, 27, 29-31 ~- 4 REMARKS VOLTS BLACK 480V POLE HEIGHT 25 FT. POLE 12"BASE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE 25 FT. POLE BACK SHIELD BACK SHIELD r\~ 26' 1-400W PSMH METAL HALIDE FORWARD THROW' 26' 4" SQ. 22FT POLE '\ 12- MOUNTING HARDWARE ~ BY MANUFACTURER \ /A{"A, FINISH GRADE. \ " " .. . ~~, .. 24" SONOTUBE ~r HI: 1 1 ~ BASLETS. NO. 2 BAR ---l-e NO. 4 BAR (4) EACH _ ::=L.u '-:' . 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I r!!l .y ~~"P ~()~ ~()~ ~~~f. ~S:il.M ~ ~SV:il - ([7il ~S t . z L:J J.lnaNO:J..l . /'-:::; I <~ '- J 7Y JIH.L N:Jlf 098/ JI e:J" 8 <~'1V ~H.L W:JW 009/~ ':J..8 o ~ ~~ ,/ 9!J'K660;8# lla.LHJf J o ~~ )ROftJ~ ~~IN~, ~I ""-'13,624 .....y~~ ~~'"' ~~t 16.~ 7CA B. ~~~~ EXPIRES 12/31/07 , CITY REVIEW SET ~ - THIS DRAWING NOT FOR CONSTRUCTION 03-26-07 PLAN SCALE 40 0 ~ 1 INCH = 40 FT. 40 I 20 I 80 t - -- --- CONTROL POINT INDEX EASTlNG 10000.00 9262.20 9269.38 9925.69 10007.25 ELEVATION DESCRIPTION 428.36 FOUND~" IRON ROD W/CAP 428.86 FOUND~" IRON ROD W ICAP 421.06 FOUND ~" IRON ROD W ICAP 428.63 SET HUB & TACK 425.16 FOUND~" IRON ROD W/CAP NORTHING 10000.00 10005.09 10803.89 10676.74 10803.92 POINT /I 1 2 3 4 5 U 0.. Vl I I I U OJ ....... e_ r U L.. <( ~ o o ~ ... CU ,c en c o en ..... ... CU .c o ~ ----L- 1 1 "-- i . 1 I ~- t-r'~ :\J I~! IvO - 1 I 0 r------- NOTES: 1. REFER TO ATTACHED FEMA MAPPI,NG FOR BASIS OF FLOODPLAIN ELEVATION DETERMINATION. FIRM PANEL 1134 F,OA TED JUNE 2, 1999. 2. SURVEY INFORMATION IS BASED UPON A CITY OF SPRINGFIELD BENCHMARK, A RAILROAD SPIKE AT BEND IN ROADWAY ALONG DEADMOND FERRY ROAD. ELEVATION = 429.20. (NGVD 27). TO ADJUST TO FEMA BENCHMARK ELEVATIONS, 0.03' IS TO BE ADDED TO THE CITY OF SPRINGAELD'S BENCHMARK. BEARINGS OF THIS SURVEY ARE BASED UP LAND PARTITION PLAN No. 94-p0502 FILED ON MAY 6, 1994, BY JAMES. A BRANCH, LANE COUNTY SURVEYOR'S FILE No. 31950. --:-:- \ "I A_l " -I I I I I I I ~ I I I I ' ~ I I tt- I I I I :/0\- i I I 1 I II RJTURE BUILDING I I II FFE 431.00 1 -.JJ~ I I I I : 10 \ - I LEGEND 'i //; AREA OF THE PROPERTY LOCA I t.U WITHIN THE FLOODWA Y AREAS IN ZONE AE '" CJO o --~ ! ~ I ------- .' ~ ,~ ~ ~~ ~"r-" '...~~. +"." ~, \ Q ~ I ~. ~13 '1 -'r.-+ - . ~ / J.f ~ I .; ~,l ~ , ~'l I L - - - - - - - - _...J I ,. 001 ~ I TAX MAP 17-03-15-40 ,1.,+'0\\ ~I I TAX LOT 1 00 .~' I ~~ Ir- ~ L I ~ I +" I ~ ~ I 0 ~ 1.--. " "rAn - };S~''f -- - ~- o I~ I I -,. oZ>, · V) I~ .,-:; t&-- ___ I' ~"!LJiL III I ~ ~~~_ ~ D ~ . 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