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HomeMy WebLinkAboutMap APPLICANT 1/8/2008 * ~ 0- ..c: .::t!. s:: ..... ... M 2: v I :E~ <(r-t NO ('I)C ~m ~:E o .. -' m 00:0 OW O~ N .. ~-' ;:;-;.; a-:-""::; Z~ ~bI ""0 ~ffi "0 :::::. ~C Wv !:;N ~X ""COO ___'I'"'l C. 2u :e-S ~< QJ .. ~~ ~o. .B. c"E ~a ~ ~@ 00.. cn:I: a; N1 Q.'Il.t' QJO ~O CLf') ~~ ~'2 ~.El U) O(1J ;to ('1)0.. G):I: ta.:- Wm 8~ a!. 0 0..1- -:;-:-'Qj x:E: ;l\~ ~. tF............... !}.... >...~> .., .!101 ... r-l ~ -.l .. .0 - 1;.11 > ..::.> b.lQ....~ ~ln II~J (( ~ ~ ~ ~ ~ @1 () ~ ~ @) @?) @S ~ ~ @i:: ~"::l @h @1 ~ -21. SO ~ EXISTlNG STORMWAlt./( MANHOLE, liNE ct CURB INLET EXISTINC ununES (l.E. PHONt ~ fLEe) ADJACENT LOT UNE PROPOSED LOT liNE ----------- 'WEMENT . ~ PUBUC UTILITY EASEMENT ~'@~~ x x . x EXISTINCFENCE &,fZA!)lIJ G. r-~ ~ · FDfJNIJ MONUMBff ~: . S89'5B'4S'W ~ ,~Aeb ~ l 7.00'-Pli-) " ,..} -t.: \ 1t6.80' X } -- ...~ '^ ~^ " '^ ^ ^ ^ ^ ^ -t8J.20' ^ :~:_ ^ ~ ~-- r . . -'!g- ~-- -=-- I~-.~~ Sf .~ -;. ~ ~ ,iii · ..~ " ,ft~~ : ' JO.od!( .~. .__~_.._ _ _ _ _ _ -62. OJ~- ~1 I: r:f:fc:::ff ~ VARIABLf ~ """JO"" ~ ---"";,;; ~ __ r . 'NGRt.:>:i .t EGRESS AND PARKING wt el, - '" J I PARCEL 2 PARL1J.L 1 I I 10,518 SF 16.847 SF t.. it: ~ ~ ___~1~ ---- / / :i 0) ,," N8!T58'45"E: I ~ I N8!T58'45"E: " J " .p 15.50' J L ...!.8.27' _ -, ~ "---/ r - - - '- t - ~ ~~I I ~ ~.!"') S teSl ,- ~ i5 ~-I L__________~__-_-------------~-----~ NB!F58'45"E: 1JJ.Ol' VICIlv11"Y MAP TENTATr/~' PARTITION FOR R. KEEPERS1NVESTMENTS, LLe NW~ SEC.Z6, T.178. R.3W. 1Y.M. CI1'Y OF SPRINGFIELD, LANli' COUN1'Y, OREGON SURI./!/tP:IJ: IJECEAmER 12, 2007 L J .., N t LEGEND BOUNDARY CElvItJ(UN[ EXISTING unUTY POLE e EX1STING WATER METER,UNE ct.. VALVE EXISTINC FIRE HYDRANT EX1STING WA'>/ttVATER MANHOLE .t liNE NlS -<t .... [i) w- ~ ~ -ww C@ -5D- -UTIL- OWNER/APPLICANT R Kt.tf'ERS /NYt~/"ENlS LLC PO BOX 70J PLEASANT HILL, OR 97455 t' t' t' (' t' t' (' t' t' t' (' (' (' (' (' (' (' (' 1 ,Il t I 4 . ~ " . . lit '130 4 I 4" II" . , I ~~ ,.' II : ., ;:,0.00' , , (' (' t' (' ~ 4 " (' ~',. I ;;:Iii; , ' Q. lit ,..., (j) ~:.. lit I .,~ ~ ,. 'I e.a " ,. (' t' (' (' (' {' (' (' '. {' t" . " . t' , ' ~ _,o4.'@ (' , . : (' t' . . . r ' '. . {' (' t' (' ~ . . ". ~.,l (' , , .',' . f (' t' 4 . {' (' '. (' " . , I ~ Jr, ~. t, SCAlE: /"=20' 20' 0 '"I'W~ lIIil"'"~. ilul.".~,. 20' 40' *1)I~lIiII~d.iuli.Juull Lcl~IIUIillIlllIll UI~IIIIWll.llii iIlllilll~i II j~' 3tXJ.Dff 'A A' 'A -,;a ..~ 0) . /1~~ ~~ (.~ o OJ ~ 0) I C\J o (V) EXISTING BUILDING UNDER CONSTRUCTION ~ s PROPOSED S .. . .-..... 7.00 ~E: i' \ 36.00 PAVE. /..,. Ie \ ,,'. "- . ~ \ I -6" ItW ,4,. ~- -446 ) , ~x " 'N8!F58~"E: ~,,': ,^ t' (' t' ; :~ .'tk (~ EXISTING RRE~ ....~~..'I ' 4 . HYDRANT /! . / ~ f: ','; {' ~'. t' ;;:Iii;' , (' lit '. (' ~"'. !' I: ' . (' '. (' (' (' {' t' t' t' t' t' (' (' f" lit co Xl H 4J.2I)' ,. 160.00' '~ 2.5O'..L/ ~ Sf1(J,~nr ,~~ t\~ ~~ \) 116.8011 ~ ){ t(1 n i. y x N8!F58'45t: )(i 51 x , ''''.A 10. so e-' 6O.oot R/W , , ~ ~~~ /l~~ ~ ,N011!,Sit RESTRICTIONS ~ ~ ~ ~ t:I.:1 ,. PROPl:.nrt liES WITHIN ZONE X ACCORDING TO FIRM MAP No. 41039C1134F DAU:.Il 9-27-85, IN AREAS D1:.1t:JfMINED TO BE OUTSIDE I OF 5OO-YfAR FLOOD. 2. PROPt/(I( LIES WITHIN THE 2O-YEAR TIME OF THAVEL ACCORDING TO THE WELLHEAD PROTECTION AREAS MAP. J. SOIL TYPE IS COURTNEY CRAle1.Y SIlTY CLAY LOAM - 71g, AND SA/..EM-lJRBAN l.AND COMPLEX - 29%. 4. PROPtJ(J Y IS ZONED, CC (COMMUNITY COMMERCIAL). 5. AREA OF Dt.VELOPMENT IS APPROXIMATELY 27,365 SQUARE tttl. ~ THE ~I LID BUS STOP IS APPROXIMATELY 30D 1"tt.1 SOUTH AT THE INftJOt.{;uON OF 2ND ::J1ffl:.t.1 AND Q ::JIXl:.t.J. (1;) BlANKET FASEMENT, FOR unUIIJ:.:J, TO THE CflY OF EUGENt RECORDED AUGUST 2, 1926, BOOK 150, PAGE 149, lANE COUNTY DttlJ , · G.1I.A':>lN(;, IrJ~Aa2. yJofCTI-l I'/L-@ '/i:/:f EASEMENT,FDR E1.El,/If!C 7RANSMISS1ON UNE, TO THE COY OF ElJCENf. BY AND 1HROlJGH THE EUGENE WAfth' BOARD. I '... Pv ~L-" c:.- VII I- I 'i"'1 E:'AS~ ,... SH C1WN RECORDED AUGUST 26, 1937, BOOK. 188, PAGE 557, lANE COUNTY DEED RECORDS. . 'PfL\ VA-n;; @RIGHT-OF-WAY UNDERGROUND EASEMENT, FORUTlll11ES, TO THE.CITY OF SPRINGFIELD, A MUNICIPAL CORPORATION, ACTING BY AND A W " t...-. <<""j.. THROUGH ITS SPR/NCREfl) I.ITllJTY BOARD, RECORDED APRIL 16, 2007, HEw/ION No. 2007-025196, lANE COUNTY OFFICIAL · L-ct:SS,r 'i?AQL~1 N G. bOESrJ'T RECORDS. v~ $'HA~ Vii 1.-1 _ .r- . 7. IMPROVEME1!T ACREE!JENT I/fCLUDING NOTICE OF POTENTIAL ASSESSMENT liEN, RECORDED MAY 22, 2007, RECEPTION No. .t- '}::')AA 11\) A~ 2007-0J4J46, lANf COUNTY 0FFlCIAL RECORDS. ~ ~l-low E'~. E:.!1,.J~ UT1l-l'T'1. E.ASE:t\'1e:N, . 8.UNE.OFCREDffDttlJ OF .TRUST, .LJ8ERTYBANK AS BENEFICIARY, RECORDED ~/tMBER 26, 2007, RECtYIION No. 2007-066855, lANE COUNTY OFRCIAL RECORDS. ClI l><z-ov I ~ CoPi of LA t-Jb ScA~ !.Nt" PLA~ .. ::yo f ,.j ..,- 'fOR 4 ~ ~ 130 I ~ ~. (' !' J" ... f' (' (' !' t' t' t' '" ~ <:\:l I ; / I ;:: -Au -"- -h "- -- ~ ~ ,,-.... ,...., ~ l.Q "-'" 1'- t'- "" t-- OJ cG o ... o ~ il ,..... / 140.Ott Nfl'OI :J7't 13.32' ~ I NW CORNER THREE 8GH1Y Q ~Jt(tt{ CONDOMINIUMS ; ~ d Z ...... cG ~ (j) \. REGJ~ t c.ru::.u PROFESSIONAL ~D SURVEY~, ~~ut6Jv \.J OREGON "ULY 10. 19M LAWRENCE B. OlSON \ 655 f RENEWAl DATE: 12-31-2008 -4 , 1SSESSOH's MAPt7~~-26-24 n 1100 (/) SHEET 2 OF 4 0 OLSON & MORRIS 380 l (2€Qvl'~ ... N ...:E :E~ Q.~ t1l""" .. 0 ~C .. to N= .....~ 00 .. coN ~~ (;l:E ....... ... ..... ..... g~ ~g. ::lU U1 "'''0 ~:& "0 - .- f-. Z..5 ~~ ~~ ;!.Y"t c. 2u .- .s;::, ~I:! 0..<( (J) ... >M .- u .;.JQ. ItS . i:'E f!.1O .--U (!)N $-l aC) ,-0- U1:J: i; "i c.v Q)o ~c cU"l n:J1ij .s;::,,,,,,, .;.Jc: ItS en z.- (1) O(J) va ~o.. r;;::r: to; WUl """::::> 0\.0 <<'2 0......, --:;:(J) x:E ff II 111!lllll -, II II I, .11 I I 1111_ Ul1LlrY PLAN -2f'so ~ CON~lltUCTION N01!'S 209. CONNECT TO EXISTING PIPE. 212. CONST TRASH DRAIN AS PER DETAIL r\ttt.t< TO SHttJ C3. 221. CONST 4"xS"xS" WYE. 250. CONST STD. WA:).t'NA.tK ClfANOUT AS PER DETAIL RtttJ< TO SHt.l:.1 C3. 279. CONST 4" PVC WA::)It.WATER PIPE. ASTMD3034 WITH RutjljER GASKET JOINTS AND lRACER WIRE. 280. CONST 6" PIC W~n:.tlAltt( PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 400. CONST STD. STORM DRAIN MANHOlE. 405. CONST AREA DRAtN AS nK DETAIL f\tttK TO SHttlC3. 412. CONST DUAL CHAMtst.K CATCH BASIN AS PER DETAIL RJ:t tt< TO SHt.l:.J C3. 413. CONST DUAl CHAMBER CATCH BASIN WI1H'. FOSSILE 'All tJ< AS PER" DETAlLkt.tt.K TO SHt.t.f C3. 440. ooNST BIO ALTRATION SWALE. 444. CONST CLASS 6. ROUND ROCK OUTFALL ~1t<UCTURE. 450. CONST STD. STORM ClEANOUT AS PER DETAIL Rttl:.l< TO SHt.l:.1 C3. 478. CONST 6" ~luRM DRAIN PIPE, ASTM 03034 wrrn RUBBER GASKET 'JOINTS.AND TRACER WIRE. 479. CONST 8. .STORM DRAIN .PIPE, ASTM 03034 .WITH RUBBER GASKET JOINTS AND TRACER WIRE. 480. CONST 10" STORM DRAIN PIPE, ASTM 03034 WITH RUBBER GASKET JOINTS AND TRACER WIRE. 500.CONST 1" WAIt.KMt.It.K. 501. CONST 1" SCH 40 WAItt< SERVICE. 510. REMOVE EXISTING WAIt.t< MtltKS. 519. CONST 6- DI WAItt( UNE PER S.U.B. STD. 520. CONST 6" GATE VAlVE PER S.U.B. STD. 521. CONST tlKt. HYDRANT t'tt( S.U.B. STD. 56 LF@ 522. CONST 8"X6"X8" TEE MJ MJ MJ. ~ ~ '. ",' I ~,-@)Sf CO 11 ~, 200 LF ~ I ~ ~,II: . · /~ #1 @ . ~ I S=O.50% ~ I.. .......,<".~~3~% @ 6" W:10" sr-AI . ' . / 10. sr:, (1l1l \ "" !' ''''10'' sr 'I .. ~"I ( 'to.sr" -I' I "w'IO. ~I ~n:, '10. sr,'. .........-: .7f^. Sf cO 13' G4~5 o~ ^ " . .---....1. W- , "'-'''', --,. W.. ~UTlI "!l" W'UTIL VIII.. "'1 ~ 7.00' PUE - : -- ~ [7 -.-- CB ~- - @CB'\.- @l50 LFI ~ @)CB ~ ~ @)CB 14 ;l RO " " ~ ~ \ "" \ \ <r ~.~ ~'\ @)s2:oLF.25.-....,_~ - (, - 55 LF@ I~ ,. '~ ~~jl~it'.:_: .', ..:--- :--:.:.... ::.~...: (..,.: r~~~_ PRO~ 7" . , , , . , · . ... c::. ___ __ __ <r . .... B1llLDlN~ ~f7 @V ,121 LF V CB 0 >. :~% @) ~ - , 500 '.':::,/ j '" " SWALE Fl=443.35! ... : .J ~ .;/ f-srMH 12 @CB#6LS=O.5O% @ @ ~. '> '.~ /V 4" Fl=444.0:l: @)18LF,(/1'1,'1PROPOMuBU.!IL1JINi.rz B .~'.~ '" ~ \. @SfCO'6\1e;,V68LF @./ J~AD #1;:, ., \ . @.STCOIJ.7.\" ~ ~ sr -- ___.t41~ ,,8. sr I ----- _ ~ / 1fJ .;; ~~1~ ~ ~ .~ <. . I '-, 4" Fl=443.50 . .. . . . . " 1 '- tP / S=10.~ / ~ "--/ @Sr'co#s'/ / ~~ ~~: co 14@ " I 6 WW '. -~~r\.~~ 4 WW S=o.25%--.l\ r 4.WW I ~. ~I 4"~. I ~ ......j:.... I I' ~: .:-~~0'X100' B10-SWMt -<. . .- V \ \ I \ .~ .. ',\ww co ~ I "~ H H \ II II \.. II \H X 'H ~r. \ 10" 50 fl. ~ WN CO 12t25{)\ . ~~.~%@ '.~ @... '#NI CO)(I3t25Q\'\1D^~ ^ r , ~ :, EX Fl=441.0:l:<@X@) @ 10" 0UlF1lU-=443.608 ~ ~ ~, ~ 60.00' R/W 1-" ~ ~ 0 . ~~ lYlf &; ST ~rKU\';ll1RE TABLE wY/CO #1 ' '" """"" " $I CO"'Hl 6"'FL OUT (W)=441.08 8. FLIN(E)=442. 78 RIM ElEV.=446.2:f: 8" FL OUT (W}=442.78 RIM ELEV.=445.85 CB 11 6"ft OUT (N)=443.68 GRATE ElEV.=445.18 NOTES: 1. BIO-SWALE PlANTING TO BE PROVIDED .ON PLANTING PlAN. 2. DESIGN FOR UTlUTIES (I.E. PHONE. 1V. R ~C.) SHALl BE tJt.KtoRUEDBY lHE SERVICE PROVIDER. WW co #2 6" fl OUT (W)=442.04 RIM ElEV.=445.89 CB #2 6" FL OUT ,(N)=443.90 GRATE ElEV.=445.40 ST co 12 6. FL IN (E}=443.28 8- FL OUT (W)=443.28 RIM ElEV.=445.69 LEGEND ca#3 6" FL OUT {N)=443.90 GRATE ElEV.=445.40 iii .... W ~ EXISTING 1JTlU1Y POtE @ EXISTlNG 'WAltt< Mtltk, UNE ~VAL~ EXISTING fiRE HYDRANT WW CO. #3 6. fl OUT (W)=443.04 RIM ElEV.=446.30 SToo #3 6. FL OUT (S)=444.oo RIM ElEV.=446.95 CB 14 6" fL OUT (N)=444.36 GRATE ELEV.=445.86 -"WW .EXISTING 'Wk>lttVAltK .MANHOLE &-LINE TO 11 4. Fl OUT (NW)=444.66 GRATE.ELEV.=446.20 ST MH #1 8- FL IN (5)=442.28 10. Fl IN (E)=442.28 12" FL OUT (SW)=442.18 RIM ELEV.=446.84 51 MH #2 6.FL .IN(N)=443.75 8- FL IN (E)=443.75 10" FL OUT (SW)=443.70 RIM ElEV.=445.46 ~ @ ST co #4 6. Fl OUT (S)=444.68 RIM EtEV.=446.95 CB #5 6. FL OUT . (S)=444.44 GRATE ElEV.=445.94 -lffIL- tl EXlsnNG srO/tMWA1tR MANHOLt, UNt & CURB INLET EXlST/NG UNDERCROUND UTlYnES (I.E. PHONE. ~ ELEC) PROPO~tJ.J RRE HYDRANT -50- 20' I . '...,,~w.. --L .m,~._ o ST CO 15 8" fl OUT {W)=444.35 RIM ELEV..=446.06 . CB 16 61t FL OUT (S}=444.16 GRATE aEV.=445.66 ST- . II UTlL WW . o PROPOSED .:>luRMWAItJ( MANHOLE. liNE Ii CLEAN OUT PROP~IJ AREA DRAIN PROPf):,t/J CATCH BASIN PROPOSED UTILITY liNE (II. PHON' ~ Me) ~PROPOSED WA.)/t,WAIl:.f( MANHOLE,UNE .ctCLEAN OUT PROPOSED . TRASH .DRAlN o Sf co #6 8" Fl OUT (S)=444..25 RIM ElEV.=446.43 CB 17 6" FL OUT {S)=443.84 GRATE ElE.V.=445.34 8 Sf co 17 6. FL OUT (5)=444.36 RIM ElEV.=446.45 AD 61 8. FL OUT (N)=442.18 GRATE Fl FV.=443.85 ItS ; co ...... o Q, ..s:::. ~ c ..... r r r r r r " ." I I ~ - ClQ I {' " . . r ~ r ~ ~~...~ @) 54 LF ~ .~:tj 5=1.00% N' , , ' 21 "FL=441 . 4f: ~ . .....;. : ",. . EX so MH ~. ,..' . ',,- 10" Fl IN (5)=441.51 ~ ~ . : I 21" IN (N)=441.25 ~.;-: '. :. 5l 21- Fl OUT (W)=441.2t ~: ~ RIM B..EV.=445.91 ~ I,~ '. . .~ , ~ I. .' · r r ~ .~.~ r A" r r r r " EXISTING Wf:cJ1 ttlATER r '. LATERAl :,.~:. . . . ' , .. . ~ '~.I"--I , . . ~ ;.. ".: . ~ . ClQ r r r r r .... ~ :."~ r .' .. EXIS71NG RRE ~". HYDRANT } ... . r ~. .1-',.... ; ~~... ~ r r' / r '..' EXWWMH . /I' 8" ft IN (S)=4J9.33 8" FL OUT (N)=439.23 RIM ElEV.=446.46 , ASSESSOR'S MAP 17-03-26-24 I i II I II I I I I I ill I / I I r, .~ t SCAlE: 1'''::20' "J., , /. ~ - I ..., ,/ 20' .~ _~.J!AIIIII.II.lUlI.III"'~IIJIIIII.~Ii!uu.IIU_IIII..II.1.U1"WIIl~1 ii' 40' fi.~ ~up; o m 1'- 0) I C\) o C0 ,-.... .,....., ~ lQ '-" 1'- f'- 't 1'- OJ OC o o ...J iJ ,..... ~ o Z ~ CC ~ lf1 . . ..... SHEET 3 OF 4 oC/J .OLSON & MORRIS 380 TL 1100 ~""""''''''";''~''~'_....~l~~~~_'''-~ I I ~ l >.c: I X , cu. ~ ~ Q. .s:::; .::t!. C - :E: .-:. o..N .,....~ U')V "U ~o.. .. ....., NO """c tOto 8:E N .. M- .!2 ::.--g ..~ ~ ' o..~ oc:s...... 0"-:; ~8. ~B (I) "'''0 ~~ -q:::;, ~s:: Wv t;.N t:nX ~tO :9-Y'"i C. 2u E-5 cu.... Q..<( OJ .. .2:rn ~a. 2- c:"E (1)m t;.u C)N ~...J 0'" ..-0.. ~ ::La c.N (1) v (1)0 ~o c:Lll ~1i1 ~'2 ~.Q\ (I) O<lJ "l;I"'O ~o.. Ui'::L t~ W (I) 8~ ~e Q...(.J -:-:<lJ x:E If -21" SO GRAlJING & PAVING PLAN G~.tt.;.till, NOIJ!;S: III III I 1. LOCATION OF ununES f.S SHOWN ARE APPROXIMATE. CONTRACTOR SHAll HAVE SERVICING ununES AElD LOCATE UTIlITIES PRIOR TO CONStKUCnON. CONTRACTOR SHAlL FOllOW All REQUIREMENTS OF OAR 952-001-0010 THROUGH 952-001-0090. ONE CALL PHONE NUMBER 1-800-332-2344. 2. ELEVATIONS ARE BASED UPON CITY OF SPRINGFIElD DATUM A BRASS eN> AT THE NORTHEAST CORNER OF Q ,STREET .AND 2ND 51t<ttl. ElEVATION = 447.81.. 3. CONSTRUCTION OF AU. PRIVATE SEWERS SHAll COMPLY WITH THE CURRENT OREGON STATE PLUMBING CODES, THE LOCAL AUTIiORITY AND fsS SPECltlt.lJ HERBN. SEWER AND MANHOLE .~IING SHAlL COMPLY WITH 'THE 'CURRENT OREGON STATE PlUMBING SPECfAl1Y CODES AND THE lOCAl AUTHORfIY. 4. THE CONTRACTOR SHAll OVEREXCAVATE AU. ARfAS WHERE SUBB}SE COMPACTION DOES NOT MEET THE REQUIRED STANDARD SPEClACATIONS, AS Ot:.ltKMINED BY AElD INSPECTION. THE CONTRACTOR SHALL OVEREXCAVATE AT 6" BELOW SUBGRADE, LAY APPROVED GEOTEXTllE FABRIC AND COMPACT GRANULAR BACKAll MAltKtAL CONTRACTOR SHALl COOR01NATE ALL INSPECTION WITH THE PROJECTENGlNI:J:.K. 5. PROVIDE SHORING OF AU. TRENCHES AS REQUIRED BY fEDERAl, STATE AND LOCAl. AUTHORmES. ~ ~ ~ ~ @b 1" 1" 1" 1" 1" 1" 1" 1" 1" {" {" {" {" (' {" t" (' t" ~ (' (' ~ (' ~ t" (' @S t" t" ~ {" ~ t" {" (' 1" 1" r (' {" 1" 1" 1" t" t" 1" {" (' t" t" 1" r .f' 1" (' 1" (' (' (' 1" 1" t" 1" 1" r t" 1" t" (' r r !' r {" t' !' (' r 1" t" r (' (' 1" (' (' (' 1" !' {" !' {" r {" {" !' 1" r {" (' (' (' !' .., 6. WHERE CONNECTING TO AN EXISTING PIPE, THE CONTRACTOR SHAlL EXPOSE EXISllNG PIPE AND ALlOW THE ENGINEER TO VERIFY EXACT LOCATION AND ElEVATION PRIOR TO LAYING NEW PIPE. 7" REQUESTS BY THE CONTRACTOR FOR CHANGES TO THE PLANS MUST BE APPROVED BY THE CONSULTINGENGlNtl:.t< AND THE {)WNERBttoRE THE CHANGES AREIMPlEMENTEO. 8. 1liE CONTRACTOR SHALl EMPLOY CON~JtCUcnON PRACTICES WHICH Will MINIMIZE THE EROSION OF DISTURBED GROUND DURING THE CON~II<UCTlON ACTMlY. THE PRACTICES SHALl COMPLY WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUAUlY NATIONAL POllUTION DISCHARGE ruMINATION SYSTEM PERMrr. PURSUANT TO ORS 468.740 AND THE ttuERAl ClEAN WATER ACT. g. WHEN PERfORMING EXCAVATIONS, THE CONTRACTOR SHALL COMPlY WITH THE PROVISIONS OF OAR 952-001-0010 TO 952-001-0090, WHICH INClUDE REQUIREMENTS THAT THE CONTRACTOR HAND-EXPOSE (POT-HOLE) UNDERGROUND FACILITIES AND USE REASONABlE CARE TO AVOID DAMAGING THEM. 10. PROVIDE DUST CONTROl AT All nMES. r ~,,- ...,.d,..w'" '} )"'. ,,,",, ( ) CON.sf"U~llON NO fr,S 1. CONST EXTRUDED CURB ASPER DETAIL Rtttt< TO SHttl C3. 2. CONST MONOLITHIC CURB ASPER. DETAIL Rtltt< TO SHt:.t.1 C3. 3. CONST ~IU. WHElL STOP AS PER DETAIL Rt.ttt< TO SHtt.I' C3. 15. CONST 3w AC ON 10w CRUSHED ROCK. 40. CONST 4w CONCRETE OVER 1w CRUSHED ROCK. 41. CONST 6- CONCRt.it. OVER 1- CRUSHED ROCK. 42. CONST 8w CONCRtl t. OVER 1w CRUSHED ROCK. 57. CONST ADACOMPUANTRAMP. 58. CONST ~llJ. COMMERCIAL DRIVEWAY APRON ,.AS PER CITY OF SPRlNGAElO STD. DWG , 3-20. 82. SAWCUT AND REMOVE EXISTING AC TO CUTIJNE. ' 83. SAWCUT AND REMOVE EXISTING CONCRt.1 t. TO CURINE. "', ~ r SCAlE: /"=20' 20' 0 Q ~ ~ ~ @ --:l @1 r:2) . . , ." I II' . . I I ~ <<I . . ; ~ 445.18 ,,'.:." . 445.89 ~~'? EX Te \ <<I.' : /1BgWa SF~ 44684 13650 SF~ 44684 ~/~C .86;41 ~. 1 446.86 1 .,/ / ~42,/ ITC . · '-.!Y PC' " I' .. ~ ITC : ....f-4' 0' \ 'I \,-" ~^I (" ^ ^ ^ ^ / ^ IcI;i ^10,^ ^ o ,', : ~/~ ~446.0Z /~T1:8-\ /:;'~ \~ '/~i~ 146 LF~ /~i'~~:-\ p;'/ :~ ' "' w..?< I Te ZI,:::JI 446841 ~~ -'I : . , ~ eJ ~ ~ ~ I, ~ 446.10 ~1 446.36 m... t57 ~I Te . ~' ~~t 446.36, ~ :'~, "'- ~ ~ a::: '.4 __ /BW \ 81 ITC ,-445.40 ~ ~I \445.40 ~l/AC 'fI" .... "- ~."~ a.',e! ~../~~.~/~~ .S~. 57 GRA.0 .\:.;-.....:f:.....::~~r.:..rWi~~ \ ',4@@1 ~/L'.~?"" ~~,. ..@~.~/:.3~::~t.:il~....445.80~------- ~~~ "/'1 .~.8f..~7~~'-~-:UNE ~/:.:~..~gv0 nlh \ l; A . ." 445.99'f ~ TC ~1' ~AC 445.34 446.42 ~ /r" "../ WJIlfJ - EX TC .. . \l' : :. .~ \GRATE TC 1"';j:Q\324 Sf 0 29 LF PC 9!\ FFE=44-7.oo I ,~ .. ~ ': ~ BUILDING H( .........J \ at46 2 I ~ 446.67 I.I.JI #5694)) " K / 1l!!J ".:. I J-tt=446.50 I~n""'--- \ - TC'~ I 33 LF('1) 8 lYP. (2) TC 31 GRATE . -;-- · \ 543 SfI"';j:Q\ ~ . '.' " ~. 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" -21- 50 ~ ~ ~ t' t' t' t' t' t' t' t' t' I' t' t' t' t' t' t' t' t' . ~ . , , ' .. L . .: ."Ir 36.00- PAVE c::l. ; . . ' ..l.. '~ (~ EXISTING RRE ~. :"~~' . HYDRANT .; ... . ... . , . , t' . t' 1,:-', ,. t' t' 3t: t" ,. .. t' <:::)'" t' ~ t' l~ t' t' t" , t' t' t' t' t' .. t' t' t' t' t' t' t' ,. t' t' f' t' I' t' t' '" .... '. ~ ~ ~ ~ .1 ., " ~ ~ . ., ~. . Q) I " , . . , . ~ C\j . . ,. I I ASSESSORS MAP 17-03-26-24 1l 1100 II ___ I III SITE ASSESSMENT OF EXISTING .CONDITIONS FOR R..KEEPERSINVESTMENTS, LLC Iv ri~ SSC.26, 1.-17S. R.31f. 1J'.'JL CIty OF SPRINGFIElJ), LANE COUNtY, OREGON SURJI.t'fp;/J: /JECEJ11JP;J( 12, 2007 r " , N t OWNER/APPlJCANT NTS R. AtH'ERS Mt:.~t MENTS, LLC PO BOX 703 PlEASANT HILL, OR 97455 LEGEND SJJ.JjET INDEX 1~ SITE ASSESSMENT OF EXISTING CONDITIONS 2. TENTATIVE PANI/ltON PLAN .. J. U711J1Y PlAN 4. .GRADING &- PAVING PlAN [If ~ @ -<t' .... w- -ww -50- -UTlL- BOfJNfJARY COIIt.HllNE EXISTING lJ11U1Y POI.E @ EXISTING .WAIt/( MutJt, liNE ct lMLVE EJcbllNG w*'1l:JVAm? UANHOtE tt-UNE S8!1'58'45"W J\ \ ~ \ 5.00' RIGHT-oF-WAY UNDERGROUND EASEMENT; RECEPTION No. 2007-025196 \ . \ 7//////////////' /. /: ? ~ ~ ~. 7//' ~ /////////'l ~. ~ ~ /. ~ 2-STORY BUILDING /;// ~ ~.. ~ TO BE REMOVED ~ /. ~ ~ ~ ~. ~ 'l//////////////./ /.---;////////~ - '/. /7/) ~ /. /. ~ '~ /. /////////. ~Ir 'x , H H .../'\ ..,. L. ..: t' I ...' ~ - \ I -6. WW :. ~- ) " . . --446/ . ~ '.. I' N8!f5B'45"E J ~ -10" SO ~'.': T a' .60.00l H/W rI ~~ ~ a EXISTING STORMWATER MANHOLE, LINE tt CURB INLET EXbJJIVG UNDERGROUND lJT/L1TIES (LE PHONE, ~ fLEe) - . - ADJACENT LOT LINE x EXIS11NG FENCE FOUND.MONUMENT x x . -~ ~(~lr <\\~ .. J\ . . , , , , " , J' . -J,----.. -I''''~J\~^-^ - - ^ -^ -^ ---:....,,\- ^~^ A .~~. -- ~ "" \ J ~ -... -- TL 1100 27,365 SF "" ) ~ ---...... / " .p. ~ " M -~ ~~r ~~ ... " .\' H N8Y58'4S"E 1: ^ 2.5ft Sf1O'~ N01~S& RE::Jl1JJCTIONS 1. PROPERTY LIES WI1HIN ZONE X ACCORDING TOflRU .MAP .No. 410J9CI.tJ4F DATED 9-27~85, .IN ARFAS Dt:.ltHMINED TO BE OUTSIDE OF 5OO-YEAR R.ooo. 2. PROPtItI'( LIES WITHIN THE .20-YEAR TIME OF TRAm ACCORDING TO THE WEl1.HFAD' PROTECTION AREAS MAP. .J. SOIL 1YPE JS .COIIN/IIEY CRAmLY SILlY .CLAYLOAM - 71~ ANDSALEU-URBAN .lAND .COMPlEX - 29X. 4" BlANKET 9SEMEI{t FOR YnIlTlES, TO THE CITY OF E.lJGENE; RECORDED AlJGlJST Z 1926, BOOK 150, PACE 14~ lANE COIJN1Y IJttD RECORDS. 5. BlANKET .9SEMENT,FOR ,El.J:.~#tlC TRANSMISSION llNE,TO .THECITY .OF .E.lJGENE, 8f AND THROUGH .THE ElJGfNE WATER BOARD- RECORDED.A/JCIJST24 19J~ BOOK 184 PAGE 55~ lANE COUNTY Otw RECORDS. 6. RfCHT-oF-WAY UNDERGROUND EASEMENT; FOR lJT/L/T/ES, TO THE CITY OF SPRINGFlEl..D, A MUNICIPAL CORPORATION, ACTING 'BY AND. .THROUGH ITS SPRINGFIElD .fJ11Lfr( ,BOAR/), RECORDED APRIL ,16, 2007, .RECt.tJlION No. 2007-025196, " LANE COUNTY OFFICW.. RECORDS. 7. IMPROVEMENT AGREEMENT INCLUDING NOTICE OF POTENTIAL ASSESSMENT liEN, RECORDED MAY 22, 2007, RECtPIION No. 2007-0J4346, lANE COlJNlY OFFICIAL RECORDS. 8. UNE OF CRE/J/T Dt.t.tJ OF TRUST; /J/Jt.f(/I'BANK AS BENEFICIARY, RECORDED SEPTEMBER 26, 2007, RfCtJ'11ON No. 2007-066855, lANE COUNTY 0FF1CIAL RECORDS. l ,.., ~ I~ SCAlE 1 "=20' 20' 0 ~ 3OfJ.(J(t ^ ^ jA ,,18 ,. ~ '.... os 20' I , ~~ 40' ~ o .en 1'- .0) I C\l o C0 ............. , ,.-.of "\f' lQ ""'-' 1'- 1'- ~ 1'- 0) .0:: o '" o ~ i1 ~ ti. d Z ~ ~ Q.. U) . .. -4 (J) SHEET 1 OF 4 0 'OLSON & MORRIS3S0 EJu:,uf'IG 4' CYCLONE FENCE EXISTING BUILDING UNDER CONSTRUCTION / I ..~ I I ~ . If.. }~ 140.00# NU01~t" 13.32' , ~ I NW CORNER THREE EIGHTY Q .)/Xt:J:.1 CONDOMINIUMS