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PRELIMINARY PARTITION PLAN FOR ~I_ ~ y ~ ~f ~ --Cj ~ = LAND OWNERS & APPLICANTS: SITE ADDRESS: _ C Q ~ , > - ~ r 0 ~ APRIL & DAVID RODERICK 290 WILKES DRIVE, EUGENE, OR 97404 ~h( ~ - J ~ I , ~ APRIL & DAVID RODERICK a r ~ ~ ~ ( 28882 BAILEY LANE IIOY"CAVI:NUE ~ _ - _ _ BEING A REPEAT OF PARCEL 1 OF MINOR PARTITION M456-79 u C~ ~ 17 04 02 44 01300 _ ~ JUNCTION CITY OR 97448 TAX MAP~LOT. s a_ _ ~ PTO ~ r ~ r - - - RoIIT~ ~ ~ ~ L~~Q C ~ L ~ , J ~ a _ _ I si ~ LAND SURVEYOR; R-1 LOW DENSITY RESIDENTIAL SE 1/4, SECTION 2, TOWNSHIP 17 SOUTH, RANGE 4 WEST _ ~ I I . ZONING. - :_i_-~~ ~ I , a WILKCS DRIVC _ ~ ~ ~~_,.J Q~ _ REX A. BETZ, PLS OF THE WILLAMETTE MERIDIAN, - ~ --t~'~ip~~ o~~ ~ EGR & ASSOCIATES, INC. ~ ~ LTD EUGENE, LANE COUNTY, OREGON F - ~ STOP ~ SITE' w IV~ MARCH 31, 2021 m ~ _ wl ~ ~-~1- ~ - U~ ~ u, W ~ a ~ ~ REVISED JUNE 30, 2021 _ ~ z ~ i i` i i I w - ~ _ ~ J i ~~~5, EASTANCHORAVEiJUE - n n ~ ~ n TCRRALINDA,1VliN06 _ _ ~ ~ o. _ ' - ,/-'_~I 1 Imo. u I , ~ L~_~- - - V ~ Tef nt p ,_1~ i I - ` Palk I I ~ VICINITY MAP LEGEND: SCALE: 1" = 400' ® MANHOLE -WASTE WATER ~ MANHOLE -STORM WATER 400' 0 400' 800' WATER VALVE 0 WATER METER ❑ ELECTRICAL VAULT ~ FIRE HYDRANT ~ UTILITY POLE UTILITY POLE WITH STREET LIGHT ~ GUY ANCHOR EUGENE CITY SIGN LIMITS _ CITY OF EUGENE 3 W ~ lli - - - _ _ - - w 3 ~ ° - - o z ~ C~ ~ ^ -OHE =OFTE- =O~I,E-= -OHE- -C UNINCORPORATED AREA - - _ _ = 0 - - - - - OHE- - OHE- - OHE- ~ - OHE- - OH I~%=~ _ EVERGREEN TREE _ - -OHE- - 3_ jai ~ ~ ~`E- 3Rc = - - OHE- - OHE AC WALK ~ ~ 38S AC WALK FIRE FL=382.40 FL=383.01 O _ ~ FL=382.18 - FL=382.77 _ HYDRANT - _ FL=38229 DITCH _ - -FL-382.04 I ~ FL 382.69 FL-382.49 - _ - - - - 385 - - ~~~l 1 o~~ ~~~ll~\\~ 384~ ~sTOP C~ o - 4. =s°w ~ 385 z - ~ 384-- _ - -SIGN-`~- ~ 3 i""i o 384 _383 _ MAIL-383 - W s w-383 _lz°sT _ 383 3 T Z ~ ~ - sT 12 sT _ Box 383 ~ i - 12 sT 383 ~~i 383 s 385 Drrcx ~--384 DITCH ~ W DITCH 384 DITCH--____,____! ~ ~ - - o _385_ - - - 385 PROposEO - - - - / WWMH EXISTING WW MAIL WATER LINE - - wW - - - ww - - - ww ~s°ww - max, - -385 ~ = w - ~ Z - WW - ~ CONNECTION BOX R[M=393.91 DECIDUOUS TREE O - WW -8"W - - I ~ , PROPOSED WW W WW W " _ -FL-367.03 - - - - - _ - _ _ w `'dS / FL W 8"OUT=367.57 WWMH CONNECTION ~ WW ~VW WW ~VW - WW 8"WW W~ - WW - - WW - - - WW RIM-385.36 I'L=366.89 3 EXISTING WW 35 MPH ww--- ww---~ ww--- ww--- ww--- ww--- ww-- ww--- ww--WASTE WATER LINE _ FL E 8"IN=366.84 ~ ~ CONNECTION SPEED LIMIT - - - - - - ~ - - - - FL=367.18 PROPOSED 3 SIGN - - ST - - - ST - -STORM WATER LINE WATERLINE ~ 3 3g$ PROPOSED - W - WATER LINE WASTEWATER ~ EXISTING MAIL TOP OF LINE TOE OF EXISTING EXISTING WASTEWATER BOX / - E - UNDERGROUND ELECTRICAL POWER LINE SLOPE WATER - _ - - _ - - SLOPE WASTEWATER -LINE _ ~ LINE - - - OHE- OVERHEAD ELECTRICAL POWER LINE 385 - - - 3 ~_o LINE ❑ w ~-3b4- DITCx - T - UNDERGROUND TELEPHONE/COMMUNICATIONS LINE 384 DITCH 385 o MAiL1 ; ~ ~ 8~- o~ FENCELINE ~ ~ BOX ~ 4~ - - - sT I2°sT 383 384 _ 3 - - - - - - ~ 12"sT- - - ST ~ ST ST -12"ST - ST ST ST EXISTING - ST~5~12"ST - T ~T ~T- / CONCRETE WALK/DRIVE - HE- NO VEHICLE WATER DRIVEWAY 3 3 ~ 383 -OHE- -OHE- ~ METER ACCESS ~ 84 FL=382.25 =382.25 AC PAVED ROAD/WALK/DRIVE FL=381.98 -OHE- 3- HE- _ ACCESS. NOVEH[CLE 3."~;~' 3 FL=383.46 3 NO VEHICLE OHE- -OHE~ -OHE TO i E- ACCESS. 8S 385- ACCESS. 3 REMAIN OHS- OHE- -OHE- - -T- -T- - ~T -T- T- -T- - - -OHE- GRAVELED DRIVE T - - T - L=38' ~ 165 T - - - FL-382.50 TEL - _ ~ - - -85• - 350' - 30 ~ PEDESTAL 6' WOOD TEL FENCE PEDESTAL ~ti TEL ~ I p,'~ _ PROPOSED I2 COMMON 10~ PEDESTAL GUY I ~ M DRIVEWAY SURFACE ~ ° ' ° ANCHORS EUGENE N v, ~ GRAVELED CITY _ _ _ _ m DRIVE EXISTING LIMITS ~ ^i I c , . ° 3.00' WIDE N ° 5' CHAINLINK I EWEB EASEMENT I POTENTIAL WATER ° FENCE GENERAL NOTES: QUALITY FACILITY ° " ° PROPOSED 1. ALL DIMENSIONS ARE APPROXIMATE. AREAS / ~ a a COVERED ' ° ° 20' PRIVATE JOINT-USE 2. THE PROPOSED PARTITION COMPRISES ALL OF THE CONTIGUOUS PROPERTY OWNED BY THE APPLICANT. 6' WOOD W ROOF PEAK / PORCH ° a ° ACCESS, UTILITY, AND FENCE = ELEV=402.13 / ° STORMWATER 3. NO PUBLIC IMPROVEMENTS ARE PROPOSED UNDER THIS LAND USE APPLICATION. 3461 TEMPA STREET O / ~ \ 20.9' . EASEMENT RESIDENTIAL ~ Q. ° O 4. NO NEW STREETS ARE PROPOSED. THE SUBJECT PROPERTY ABUTS WILKES DRIVE TO THE NORTH. THE EXISTING HOUSE AND STRUCTURE EUGENE ~ ° m SHED ON PROPOSED PARCEL 2 ARE TO REMAIN. ~ CITY 290 WILKES DRIVE ° EXISTING EWEB RESIDENTIAL ° 5.00' UTILITY I ~ LIMITS STRUCTURE ° " ° a EASEMENT :~r / TO REMAIN 5. WILKES DRIVE, ABUTTING THE NORTH PARTITION BOUNDARY, IS IDENTIFIED AS A MAJOR COLLECTOR ON THE ADOPTED EUGENE STREET CLASSIFICATION MAP. WILKES DRIVE HAS NO CURBS OR CONCRETE WALKS. ALL UTILITIES, WITH THE / d l ~ ,•,a,, C i_ EXCEPTION OF GAS ARE AVAILABLE FROM MAINS LOCATED IN WILKES DRIVE. STORM DRAINAGE IS VIA ROADSIDE DITCHES ^ ~ L 1 PARCEL 2 ~ . ~ ~ PARCEL 3 ~ W,~,/ ~ PARCE CONNECTED WITH CULVERTS AT DRIVEWAY AND STREET CROSSINGS AND FOR A LARGE PORTION OF THE FRONTAGE OF THE W ~ o~~ / ° ° ° ° 6298 S FT ~g5 LANDS BEING PARTITIONED. WILKES DRNE IS CURRENTLY UNDER LANE COUNTY'S JURISDICTION AND HAS 33 FEET OF PAVING ~ 8531 SQ FT 10668 SQ FT / _ _ Q 0 0 ° WITHIN AN 80-FOOT WIDE RIGHT-OF-WAY. THERE IS NO PLANNED WIDTH IDENTIFIED ON THE ADOPTED STREET RIGHT OF WAY ~ ~ ~°ro E ° 2 6' WOOD MAP (FIG. 61, ACSP). W ~ PRIVATE SEWER FENCE ~ N ~ 0 EASEMENT ___-DECK=_=_ OAS 0~ 6. NO PUBLIC EASEMENTS ARE PROPOSED. A PRIVATE JOINT-USE ACCESS, UTILITY, AND PRIVATE STORM EASEMENT IS PROPOSED ~o ~ ~ 1 Q~ o O ~ 0 0 - ° ° ° Q o ACROSS THE ENTIRE FRONTAGE OF PARCEL 2 AND THE WEST 10 FEET OF PARCEL 1. u OQo~O ~ S EUGENE ; C~ Q~' ~ W a CITY ° o~ 7. ANEW WASTEWATER CONNECTION FOR PARCEL 1 WILL BE MADE TO THE EXISTING 8" WASTEWATER LINE IN WILKES DRIVE. 0 E'~ ~ } aQ ~ LIMITS ° ~ ~ PARCEL 2 WILL CONTINUE TO USE ITS EXISTING CONNECTION. PARCEL 3 WILL USE AN EXISTING LATERAL AS SHOWN. ~ ROOF PE K I ° ° 8. WATER SERVICE IS PROVIDED BY SANTA CLARA WATER DISTRICT THROUGH A CONTRACT WITH EUGENE WATER & ELECTRIC ~ ELEV=395 53 BOARD (EWEB). NEW DOMESTIC WATER TO PARCELS 1 AND 3 WILL BE CONNECTED TO THE EXISTING WATER MAIN ON THE o ry I ° _ I 18" DECIDUOUS - NORTH SIDE OF WILKES DRIVE. PARCEL 2 WILL CONTINUE TO USE ITS EXISTING CONNECTION. ~ ~ m 22" FIR I~ I ~ 3 8 ~ 320 WILKES DRIVE 9. THE NEAREST FIRE HYDRANT IS LOCATED ON THE NORTH SIDE OF WILKES DRIVE DIRECTLY ACROSS FROM PROPOSED PARCEL 2. a 30"FIR III \V~ ~ ~ - ~ ~ ~ SHED ° ° RESIDENTIAL > 6' WOOD ~ ~ / SATELITE 6' WOOD ~ STRUCTURE ~ V ~ i TO FENCE TV DISH / FENCE l0. ELECTRIC SERVICE IS PROVIDED BY EUGENE WATER & ELECTRIC BOARD (EWEB). NEW ELECTRIC SERVICE CONNECTIONS TO l ~ ~ ~ ~ ~ REMAIN ° PARCELS l AND 3 WILL BE CONNECTED UNDERGROUND TO EXISTING POWER ON THE SOUTH SIDE OF WILKES DRIVE. PARCEL 2 WILL RETAIN ITS EXISTING OVERHEAD SERVICE. ~ 11 ~ - ~ ° -0 3449 TEMPA STREET 68 ~ I ~1// 85 50 1 d' e l 1. THE PROPERTY IS SERVED BY THE NO.51 iRVINGTON LTD BUS ROUTE. THE NEAREST TRANSIT STOP iS LOCATED ON THE SOUTH RESIDENTIAL ~ ~ STRUCTURE d ~V~ ~ 111 ~ 203 Q' ° SIDE OF WILKES DRIVE 370 FEET WEST OF THE SUBJECT PROPERTY. (SEE VICINITY MAP) 0 0 w ~~~ill~~ ~ w ~ ~ aIz 12. NO TREES ARE PROPOSED FOR REMOVAL UNDER THIS APPLICATION. ~ ~ w SHED w d' 13. NO PUBLIC OR PRIVATE STREETS ARE PROPOSED WITH THIS APPLICATION. NO NEW DRIVEWAY APPROACHES ARE PROPOSED. > ' A ~ z W m ~ W w E" THE EXISTING DRIVEWAY APPROACH WILL BE FOR THE COMMON USE OF PARCELS 1, 2, AND 3. A PRNATE JOINT-USE ACCESS, w OUTBUILDING ~ UTILITY, AND PRIVATE STORM EASEMENT IS PROPOSED ACROSS THE ENTIRE FRONTAGE OF PARCEL 2 AND THE WEST ] 0 FEET OF ~ p ~I p w 0 PARCEL 1. ALL FUTURE DRAINAGE FROM ROOFS AND IMPERVIOUS SURFACES WILL BE RETAINED ON SITE AND WILL NOT BE ~ a~ c~ w l w ° x I ~ ~ o~' o~ o a DISCHARGED INTO THE PUBLIC RIGHT-OF-WAY. FINAL FACILITIES AND SIZINGS WILL BE ACCOMPLISHED AT TIME OF PERMITTING FOR FUTURE CONSTRUCTION. THE CONDITIONS LISTED UNDER EC 9.6792(3)(A) PRESENT ON THE SUBJECT PROPERTY 3 O U "V do r rOr1~ N U O/ O~~ ~ V ARE OUTLINED AS FOLLOWS. ACCORDING TO THE SCS SOIL SURVEY OF LANE COUNTY,100% OF THE SITE CONTAINS (N0.25) > zl ~ a z o ~ ~~o ~ "z CHAPMAN URBAN LAND COMPLEX SOILS. PER THE PHYSICAL PROPERTIES TABLE IN THE SCS SOIL SURVEY OF LANE COUNTY, z ~ ] Y ~ 27S E ANCHORAVENUE THIS SOIL TYPE IS WELL DRAINED AND IS CHARACTERIZED WITH A HIGH PERMEABILITY RATE. THE SITE IS GENERALLY FLAT ~ ~ RESIDENTIAL Ct~ WITH A SLIGHT GRADIENT RUNNING NORTHERLY AND NORTHWESTERLY TOWARDS WILKES DRIVE. m STRUCTURE Oa~ I N o0 i ~ I O m Y U E~ o~ REGISTERED a00 w m PROFESSIONAL N. PRELIMINARY PLAN DATUM I BASIS OF ELEVATIONS: O N LAND SURVEYOR N U 0 SCALE: 1" = 20' CITY OF EUGENE BENCH MARK SC0788, BEING A 3" BRASS 2 CAP ON THE TOP OF CURB AT SW CORNER OF WILKES DRIVE RIVE EGR & Associates, Inc. ~i AND TEMPA STREET, 15 FEET SOUTH OF THE NORTH END OF 0 20 40 THE CURB, HAVING AN ELEVATION OF 384.61 NAVD'88 WAS D OF VAS OREGON _ Engineers, Geologists, and Surveyors HELD AS THE BASIS OF ELEVATIONS SHOWN HEREON. JULY 20, 1993 a~ m REX A. BETZ 25358 Prairie Road (541) 688-8322 o~ CONTOUR INTERVAL: ONE Fool O #2606 Eugene, Oregon 97402 Fax (541) 688-8087 a.2 MAP 17-04-02-44 TL 01300 RENEWS: 12/31/21 LLL