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PRELIMINARY PARTITION PLAN FOR - n, ~ J - - ~ ,~f! - = LAND OWNERS & APPLICANTS: SITE ADDRESS: - ~ Q C ~ - > _ ~ r ~ ~ APRIL & DAVID RODERICK 290 WILKES DRIVE, EUGENE, OR 97404 J ~ I , ~ APRIL & DAVID RODERICK o i I ~ f 28882 BAILEY LANE IIOY"CAVI:NUG ~ ~n _ _ _ _ BEING A REPEAT OF PARCEL 1 OF MINOR PARTITION M456-79 1, ~ " ~ JUNCTION CITY OR 97448 TAX MAP/LOT: 17 04 02 44 01300 Y r r LTD ~ r~ r- ! I I RDIIT~ ~ ~ ~ U~~ ~ C ~ L ~i ~ ~ a - i si ~ ' ! LAND SURVEYOR; R-1 LOW DENSITY RESIDENTLYI, SE 1/4, SECTION 2, TOWNSHIP 17 SOUTH, RANGE 4 WEST _ ;-f ~ I I o - . ZONING. - I_ 1 ~_-L.i~, 'a ri.: ~ WILKCS DRIVE ~ ~ ~ ❑~_._I _ REX A. BETZ, PLS OF THE WILLAMETTE MERIDIAN, - _ ~ ~`~'11NeSU~ - EGR&ASSOCIATES,INC. ~ ~ LTD EUGENE, LANE COUNTY, OREGON F I~1~ - STOP ~ SITE' w MARCH 31, 2021 m e ~ _ WJ ~ t-G~~- ~ _ o y u ~ ~ ~ o ~ I ~ I _.U I_.~ ~ z 'i ~ - i ~~~j EASTANCHORAVEiJUE - - nnn ~ ~n - - TCRRALINDA,IVLN06 ~ f'"''I 1' l I I ~ V U f L~__ _ _ _ ~ ~ Tevra p u a . _,-r~, , l 1 A ~ -._...1 r--- r-~ " r~ 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 - - o z ~ C~ ~ ^ -OHE =OFTE- =0~1„E-= -OHE- -C UNINCORPORATED AREA - - _ _ = 0 - - - 3- jai -~k--- 3u~ z - - OHE- - OHE- - OHE- ~ - OHE- - OH I~%=~ _ EVERGREEN TREE - - OHE- - OHE- ACOHE- ~ - ~ ~ 38 AC WALK FIRE - _ O WALK ~ ~ S HYDRANT FL 382.40 FL 383.01 FL=38229 _ - -FL=382.04 I ~ FL=382.18 FL=382.69 FL=382.77 FL=382.49 - _ _ - - - DITCH - - 385 - - ~~~l 1 o~~ ~~~ll~\\~ 384~ ~sTOP ~ 385 z - ~ 384-- _ - ~ 3 ~ 0 84 MAIL-383 - _ W 8 w-383 _]z'sT 383-SIGN 3 Z ~ ~ - sT -383 12°sT Box 383 ~ i - 12°sT 383 - ~~i s T ~ ~ ~_----384 HITCH 383____ ' I f~ DITCH '85 Drrcx . _ _ _ 384 DITCe--______!~ ~ ~ - _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 FI,=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 = 3 SLOPE WASTEWATER _ WATER _ LINE - - - OHE- OVERHEAD ELECTRICAL POWER LINE - - -385 - - - - - ~ - - - LINE LINE - T - UNDERGROUND TELEPHONE/COMMUNICATIONS LINE 3 ~ ❑ w -384- 384 DITCH 385 ~ MAIL1 BDITCx o~ FENCELINE ~ BOX ~ 4 12"ST• - - ST I2"ST 383 4 - sT - sT 3 sT -12°sT - sT - - - sT - - - sT - - sT -----sT 512°ST - T T ~~T ~T- / CONCRETE WALK/DRIVE - - HE- WATER EXISTING 3~ 3 ='S.', 383 - OHE- - OHE- - 0 - 3$~ ~ ~ METER DRIVEWAY ~ FL=382.25 =382.25 AC PAVED ROAD/WALK/DRIVE FL-381.98 HE - HE- -OHE- OHE- - ACCESS 3gs 384 FL=383.46 3 OHE~ -OHE -U E- OHE- 385- -T- - ~T- -T- T- 3 - OHE- -OHE- -OHE- GRAVELED DRIVE -T- T- -T- - ~ -T 165'- -T - - - FL-382.50 TEL L-38 ~ - - ~ -3$Sp~ PEDESTAL 6' WOOD TEL 30' ~ 85 FENCE PEDESTAL ~ 0.ti - PROPOSED 12' COMMON TEL DRIVEWAY SURFACE 10' PEDESTAL GUY O m 5 ° a ANCHORS , EUGENE N v, ~ ° ~ GRAVELED b~ CITY ~ _ ~ _ _ ° m DRIVE LIMITS ^i I a°• 5 ° ° 5' CHAINLINK `S~ I 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 ~ ° rT 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 EXCEPTION OF GAS ARE AVAILABLE FROM MAINS LOCATED IN WILKES DRIVE. STORM DRAINAGE IS VIA ROADSIDE DITCHES W ~ N OHe~ ° ° ~o ~o ^ ~ 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 ~ ~ ~ ° z3 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 ~ S~ 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 ° a 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 E° m~ 46 o~ REGISTERED 00 PROFESSIONAL C) PRELIMINARY PLAN DATUM I BASIS OF ELEVATIONS: LAND SURVEYOR N U m 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. 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 0 #2606 Eugene, Oregon 97402 Fax (541) 688-8087 a.2 MAP 17-04-02-44 TL 01300 RENEWS: 12/31/21 LLL