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Home My WebLink AboutMap APPLICANT 8/6/2008 (2) ~ 12" MIN. TENTATIVE PARTITION MAP FOR DAVID NOWAK N.E. 1/4, SEC. 32, T.17S., SPRINGFIELD, LANE COUNTY, AUGUST 6, SCALE: 1" = ;:. J"AC PAVING 9" BASE ROCK SUBGRADE POWER TElEPHONE/CABLE R.2W., W.M. OREGON 2008 20' t 2- MIN. 6' MIN. SANITARY SEWER, LATERALS TYPIC.f1LJOINT UTILITY TRENCH l)ETAIL NOT TO SCALE 11/2" OPEN GRADED ROCK 6" PERFORATED PIPE FL = 487. 1 :/ :"~'~"'.;~'~<I.. '::,,>\~>,~~':S~:~~'~~S / ,/ /" / /,' / .;. . ,/' ~/"'{ /.!' .,!....:. ~ J'\':' ,,.'" ,..,6. '(.,,"'<.\(~.\.~::<~~.\~_ :-;"':< '\ ,{.~~,.~~~.;'~..<.,~<_ , MINIMUM 9" THICK COMPACTED J- THICK CLASS 'B' , 1 1/2"- 0" CRUSHED BASE ROCK ASPHALT. CONCRETE GEOTEXT/LE FABRIC DRIVEWAY & STORM TRENCH DETAIL NOT TO SCALE I I ~I 1 \ , EXISTING 13' JOINT ACCESS, AND PRIVA TE: uTILlrY.< ' ~'" '.;;.t~~~~~,~r:;;::>' ;.,' l .A>, r <:h ;1l~ ......... 79.95 EXISTING 13' PRIVATE ACCESS EASEMENT '\ 59' EXISTING'.., VARIABLE WIDTH PRIVATE UTILITY EASEMENT t ~ ~~O:,' X ~ ~~O:,' X I I I I ! ! ~l' l~ (0' (0 I ltJ I ~ I 0 I 0 I W, I ...... I . 0 ! 0 I :z: I I I k I 1; I ~~O:,' ! L, .._._ __, t() 0) "" I ~ ~'\ 'O~ '\" PARCEL 1 7010 SQ. FT. TOTAL 6210 SQ. FT. FLAG ltJ ~ <\J p t() ...... . o ~ I ~ I ~~O:,' I X L. ,__, ___ __ ~ 59' ~ 'f I I ~ ~ - t ~ t '\~ Gj r~~o:" '1 ~ f: ~Ul I I I . r 6' WOOP FENCE <0\ ~~o:,. 69.05 ~ N89.49'54"W ~~o:,. <oX X ~~o:,. ~ () '}, '0 '\" 137.62 ~ X. 9:>0:,. '0 ~ ~~~. 'oX ~~o:,. I I ~ 1 .:t r~ I 1 1 ..-...':,", , ,~,-",-:-~' -~ ....,-) ..~,..-J 00--...../'. r~ 1 1 , . rf!; \J.' 1 I // " // ()\ '0'\ '\" / I f f I 6 OJ -(, l ! / '" TAX MAP 17-02-32-43, TAX LOT 6802 ~ " I I I I ---57; ,._, ~,,-_.-,-.. ---- .--1 I 1 1 1 I I I EXISTING --I 6' PUE ~I (01 1 I I 1 1 SECTION OF WIRE FENCE TO BE REMOVED FOR DRIVEWA Y CONSTRUCTION r" ..,..,.. .-... I I ~ ~~~. X PARCEL 2 8329 SQ. FT. TOTAL 6839 SQ. FT. FLAG 57' 68.57 ~()~ '0 ,\v 9- BASE ROCK 5' WIRE FENCE ') ~~~. X 0:, 9:>~' Xb< X 9>~ ~q) t() 0) oi 0) <0 ~~~. X ~ ~ 0) p ~ o . o o (I) 9> ~ ,- ~q) X <:> ~~~. X ~ 9:>~' Xb< NOTES: 1. JOINT USE DRIVEWAY WILL BE 18' WIDE. DRIVEWAY SURFACE SHALL SUPPORT AN 80,000 POUND IMPOSED LOAD. "NO PARKING FIRE LANEH SIGNS SHALL BE INSTALLED ON BOTH SIDES OF THE DRIVEWA Y. THE DRIVEWAY FIRE ACCESS SHALL BE UNOBSTRUCTED PER SPRINGFIELD FIRE CODE. 2. PROPOSED BUILDING SETBACKS. FOR THE PARCELS ARE BASED ON FRONT or THE BUILDINGS FACING NORTH. J. DISTANCE FROM THE FIRE HYDRANT TO THE FURTHEST POINT OF A STRUCTURE ON PARCEL. 2 '(NON SPRINKLED) IS 478'. 4. THE DEVELOPER WOULD LIKE TO DELAY INSTALLATION OF THE DRIVEWAY AND STORMWATER SYSTEM UNTIL AFTER COMPLETION OF BUILDING CONSTRUCTION, ON PARCELS, 1 AND 2, EVEN IF THIS OCCURS AFTER THE. FINAL PLAT RECORDS. THIS WILL PREVENT CONSTRUCTION EQUIPMENT FROM ORIVING ON FRESH ASPHALT AND ALSO PREVENT THE STORMWATER SYSTEM FROM CLOGGING WITH SEDIMENT. EARTH ."ORK: NO CUT OR FILL IS PROPOSED AT THIS TIME. ~'}, / C)'}.: be \'\/ ,() '\~ ,\v '~'~~~~~:",,,,,,- """"""~,~ )( )( )( )( - -(X W-, - ......-- -EX SA fir , ~ ~.. . ....--STM-.... .;.~-- , STM . -- -EX CULVri '-,-OHW-.-- .,~- JUT- .~' ,- ''''''':~. 5Q2 -,--~..'., ,...,., -"'~"" ~ rn + ~ I ," . '., " ; . 'I ~. -', >' '~I :' ,,:-1' .,' ":.~' ': ,. . ~ .' . ~ '. .. . ,:, ' . ~.. . . ........ r-- ,-- ,-- -'1 L._.. __ _,_ _.,J ~~'''' '7'i..: "iQ"i ;~ Qd~r , 'l-:: ~:;/:-~ '- C. ~~. ~. J EXPIRES: DECEMBER 30, 2009 Branch Engineering, Inc. 310 Fifth Street Springfield, Oregon 97477 (541)746.....0637 FAX (541)746-0389 bran chadmin@branchengineering.coIn Civil · Structures · Transportation · Surveying 10 PRE..SUBMI AUG 0 6 2008 ~ LEGEND EXISTING PROPERTY LINES 'PROPOSED PROPERTY LINES EXISTING ASPHALT, PROPOSED ASPHALT DRIVEWAY EXISTING FENCE EXISTING. WATERLINE EXISTING SANITARY SEWER rPRfPJiRrE~T9Jf14: ~ON) ~8P8rEfN~11llfM WATER ' EXISTING STORMWATER CULVERT EXISTING OVERHEAD WIRES PROPOSED JOINT UTILITY TRENCH EXISTING DITCH . WITH FLOW DIRECTION EXISTING SITE CONTOUR ELEVATIONS PROPOSED FLOW ARROW WITH SLOPE EXISTING TELEPHONE RISER EXISTING POWER POLE PROPERTY CORNER , EXISTING GRAVEL AREA BUILDABLE AREA PROPOSED STORMWATER TRENCH EXISTING SPOT ELEVATION PROPOSED GRADE ELEVATION REGISTERED PROFESSIONAL ' LAND SURVEYOR OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69t62LS EXPIRESr December 31. 2009 , PROJECT NO. 08-142 file: \ 2008\ 08-142 Nowak\ TENTATIVE PARTITION\ 08-142 TENTATIVE PARTITION.DWG WIR ~ PAGE 2 OF 2 PR-E~()08-00053 DAvl t> N OW~~ III )( )( )( -'-'-EX w- -------:- --:0-. "'--EX SAN", ~, -- -EX CULV.. ....- .,---,- -'-()HW--- -- , ~." ~~ . ..,. _..~..- -.<. ...."y"---~-<.~'" LEGEND EXISTING PROPERTY LINES EXISTING ASPHALT EXISTING FENCE EXISTING WATERLINE EXISTING SANITARY SEWER EXISTING STORMWATER CULVERT EXISTING OVERHEAD WIRES EXISTING DffCH WITH now DIRECTION SOILS BOUNDARY EXISTING SITE CONTOUR ELEVATIONS EXISTING CONDITIONS MAP FOR DAVID NOWAK N.E. 1/4, SEC. 32, T.17S., R.2W., W.M. SPRINGFIELD, LANE COUNT~ OREGON AUGUST 6, 2008 SCALE: 1" = 20' ~ TAX MAP 17-02-32-43 ~ .... I I A" I : <:0 ,. , ~h. " (1);::; :1 :1 :,t , ~ I i :1 If I, I ! I ! I' IX II ; I : ': I: , /'~ tol~ / ();l co,l" ,{O \- , I. \I~ ; .,\ '~.~! :,: (r) I "'\ Co I ", xi , l1J , . I '~I~ II '. . '~I L l~~~~! ~ r ~().. >< :11'b~' , IJ,j 'X.~. . L J Ii J' . ! I'" .t ill o + ~ 1:>,:,':,>:,;,/,</1 . < .. -f' "'. .:' '", '~..*'.. ~X, txtO~' EXISTING TELEPHONE RISER EXISTING FIRE HYDRANT EXISTING. POWER POLE PROPERTY CORNER EXISTING GRAVEL AREA EXISTING SPOT ELEVATION " 0., ';;.,: 'tt, "Gl ~ "~ I' ..... Lr: EXISTING 13' , JOINT ACCESS AND "PRIVA t~" UTlLlJY' '" ' .: ',>.'~.~ ~~.~~.~F~! .',,' ',' 10 r-- - -J ---- o I 20 ~~t<<5 :}()t, : -"';{"~./ ()() ~~ ,,\v , . '.>~:_'~~ <' , '. .' ,o.r,-' ~d>'-' . ~ .':::> ' - .:.~-.-:- -'- ~ -'- ..:- - - - - - - -- -..J " 150.00 . __/1 - - -,- ., 24. >X~d't. ~ ~ " - - - -. - ~'O?>X J --, '"'' '~--., EXISTING VARIABLf WIDTH PRIV A Tf. UTILITY ......... fA SfMfNT ')') tx~tO. 0<" ~\ i}, ~i},\ ~v ~.( ~G ()() ~~~ 'V ..s~ ...~tO~ X 1 1 1 , I I I I I I I I 1 EXISTING --l 6' PUE ~ ...~~. X '" tt) ~ l"-.: tx ...tO~' X . /' . . ....... tx txtO~' X '" '" It.J Jl o P ,." ..... . o o tx txtO~' X 801L ~ " 9.>tO. "X TYPE X~ 106A " txtO~~ / 801L TYPE 105A X tt: 1 ().., ...~~. ~ ,,\v ,--.- 6' WOOD FENCf I I .. I " I -i" i c~ 1 I I ......,--..... . ,- .--) ...-""" ..--'--'" ,',,/ -""'-'I--.-..J'90~ , 1 I I I 1 I 1 , 1 I TAX LOT 6802 '0' ~tO~' 'OX ' o.~' ~v ' tx N89-49'54"W txtO~' ~ X tx~~' 1 () i}, ~ ,\v PRfS1-Wg-OOO 53 PR8--5ubM-'~MIGr ]){).JJLcI f\[ouXJ-1c OWNER &APPUCANT: DAVID NOWAK , 5729. MAIN ST. #239 SPRINGFIELD, OR. 97478 ADDRESS: VACANT EXISTING USE: VACANT ELEVATIONS BASED ON: CITY OF SPRINGFIELD DATUM BENCHMARK CHISELED SQUARE IN THE .TOP FACE OF CURB AT THE SOUTHEAST CORNER OF AN INLET AT THE NORTH WEST CORNER OF THE INTERSECT/ON OF S. 47TH STREIT AND BLUEBELLE WAY. ELEV.' = 486.71 ZONING: LOR - LOW DENSITY RESIDENTIAL (THIS INCLUDES PROPERTY WITHIN 100 FEET.) ME7'RO PLAN DESIGNATION: LOR - LOW DENSITY RESIDENTIAL (THIS INCLUDES PROPERTY WITHIN 100 FEET.) TRANSIT .LOCATION: THE NEAREST BUS STOP IS LOCATED ON MAIN STREET, L TD ROUTE ". '. ro~ " ~<8 X tt) 0) oi 0) '0 <1~' X~ :1Ji}, n:' /() ()~ <\ \ "\~ ,\v TlJIB OF TRAVEL: THIS PROPERTY IS OUTSIDE tHE ZONE OF CONCENTRATION (99: YR. TOT) "ATERCOURSES: NO WATERCOURSES OR RIPARIAN SETBACKS ARE LOCATED WITHIN OR NEAR. THE PROJECT SITE ACCORDING TO THE. WATER QUALITY LIMITED WATERCOURSE MAP. FLOOD"AY: BASED ON FIRM MAP NO. 41 039C 1162 F, EFFECTIVE DATE: JUNE 2 1999, THIS PROPERTY IS IN ZONE "x" AND IS WELL OUTSIDE THE 500 YEAR FLOODWA Y. SOIL TYPES: ACCORDING to THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOILS ARE PENGRA-URBANLAND COMPLEX (1 06A), COURTNEY GRAVELLY SILTY CLAY LOAM (34) AND PENGRA SILT LOAM (105A). PENGRA-URBAN LAND COMPLEX AND PENGRA SILT LOAM HAVE, A HIGH WATER TABLE BETWEEN 1.5' AND 2~5' BENEATH EXISTING GROUND AND PERMEABILITY IS 0.2 TO 0.6 IN/HR. COURTNEY GRAVELLY SILTY CLAY LOAM HAS A HIGH WATER TABLE BETWEEN 0 AND 1,.5' BENEATH EXISTING GROUND AND PERMEABILITY VARIES FROM 0.2 TO 20 IN/HR. EXPIRES: DECEMBER 30, 2009 Branch Engineering, Inc. 310 Fifth Street Springfield, Oregon 97477 (541 )746-0637 FAX (541 )746-0389 branchadmin@branchengineering.com Civil · Structures · Transportation · Surveying t i MAIN ST J...-, Cf) ASTER ST :t J-: to "" J...- Cf) :t, ..... f'.. "" DAISY ST \. ( I [ ~I ~. I [ k I ~ t I y IF ~. I ~ I I " I f: r otO I r~.v . ...l6 )~ I I',':,' ~~K txtO~' ~ I t:e-; I r f/) r I ~ ~I t ! ~ r .~ f1) I F. EX. 20' I r PAVfD I t I I ~ 60' R/W I' e ~ l ~ L . t ~;.~ K ~'txl6 LlJX I I' I' [: ~, 'I ~' r t. It I" ~ t 0) o \t- o . o ~ . () <B~' ..... ~ X 801L TYPE 34 BLUEBELLE CAMELLIA ST WAY PAGE 1 OF 2 ~>- ~~ GLACIER ST ~ EXISTING FIRE HYDRANT ! . . ,,',. '.. VICINITY MAP SCALE: NONE PROJECT NO. 08-142 [(JoJ1t+UN1 1'-0I1dv:;tW6) file:\2008\08-142 Nowak\TENTATIVE PARTITION\08-142 TENTATIVE PARTITION.DWG WJR " ~) tx~~' X " " . - . ~ ~