TENTATIVE PARTITION PLAN <br />FOR <br />JOHN PENNIGTON III & BRENT LAING <br />NE 1/4, SECTION 23, TOWNSHIP 17 SOUTH, RANGE 4 WEST OF THE WILLAMETTE MERIDIAN, <br />EUGENE, LANE COUNTY, OREGON <br />NOTES: SEPTEMBER 2024 <br />1. 3.00' WIDE BY 160.00' EUGENE WATER AND ELECTRIC BOARD, SHEET 1 OF 3 <br />PERMIT AND EASEMENT PER 1998-019653, LCODR <br />2. 20.00' WIDE STRIP SUBJECT TO CONDITIONS NOTED ON WARRANTY <br />DEED RECORDED IN BOOK 286, PAGE 179-180, LCODR <br />SITE ADDRESS <br />1010 Horn Lane <br />Eugene, Oregon 97404 <br />PROPERTY <br />OWNER/APPLICANT <br />John Pennington III <br />& Brent Laing <br />1144 Gateway Loop Ste 205 <br />Springfield, Oregon 97477 <br />3. EASEMENT FOR GUY ANCHOR, RECORDED IN BOOK 359, PAGE 352, SANITARY MANHOLE <br />LCODR _ -RIM ELEV: 398.78' <br />12" IN E INV: 388.08' <br />12" OUT W INV: 387.94' W W <br />SANITARY MANHOLE A a. <br />W X—C' Cl—W — 6" Cl— 'J <br />RIM ELEV: 399.14' � 41,11 � � � � SANITARY MANHOLE <br />12" IN E INV: 387.89' — RIM ELEV: 399.10' <br />OUTVW — — — -HORN LANE (CO. RD. NO. 332) — — — �' OUT W INV: 388.36' <br />_ _ ,,rr (VARIABLE WIDTH) <br />W O — Ww — — WW — 12" — w — — — WW — - WW — — — W W — — — WW — IN S <br />PEDESTAL TELEPHONE O � i (street classification: Neighborhood Collector) <br />UTILITY POLE ��o G.—. G— —6_— - _10.00' _ — S89055'27"E 544.06' (S89°47'E')R1 (WEST)R2,R 1 (S89047'00"E)R4 <br />— OHE— — OHE— I EDHE (153.05') R2,R3,D1HE—_ UTILITY POLE HE— <br />i _ <br />.00, 10 AH OF WAY DEDICATION SIGN 25 MPH W I UTILITY POLE <br />I <br />24.00' 32.80' 95.25' A <br />Potential Water 89055'27"E 128.05' <br />line Location x Z 'o�, Nb _IT <br />N W rri <br />A AWE I - <br />Z° �U��I �� <br />U4 ' M <br />Z <br />M <br />A� <br />o <br />Uo <br />OAo <br />0 <br />� <br />N <br />O <br />� <br />N <br />c7 <br />0 <br />3.00' X 160.00' <br />1.0 <br />PERMIT AND <br />~ <br />EASEMENT <br />SEE NOTE 1 <br />Q <br />Potential 8" Wastewater <br />Line Location <br />N <br />` <br />Potential Water <br />line Location <br />N <br />O � <br />0 <br />r <br />�o <br />N <br />0 <br />0 <br />O <br />Z <br />a; <br />OA <br />Z° <br />E-� a <br />w� <br />M <br />O <br />Uo <br />AN <br />0 <br />N <br />REFERENCES: <br />R1 <br />CSF 6002, LCSO <br />R2 <br />CSF 11609, LCSO <br />R3 <br />CSF 22028, LCSO <br />R4 <br />LPPN 2000-P1388, LCOPR <br />-- <br />CSF 388, LCSO <br />-- <br />LPPN 2020-P2923, LCOPR <br />DEEDS: <br />D1 <br />2023-024520, LCODR <br />MAP 17-04-23-11 TL 06401 <br />INK: CANON PFI-707MBK MEDIA: PIXELLE RIJB24-36 <br />aww <br />/o <br />BOA <br />I <br />I <br />ww k- <br />W— <br />25.00' <br />I' I <br />I M <br />ILITY POLE <br />PARCEL 1 '" Z <br />a ±7960 SQFT I <br />N <br />Existing Wastewater p <br />g�10Line to be relocated A '" <br />O o <br />S89055'27"E 128.02' m <br />n• I <br />II <br />3 EXISTING HOUSE <br />PARCEL 2 HEIGHT: ±12 <br />t11276 SQFT <br />S89°55'27"E 151.98'ce <br />— — I <br />— — WW —�VV <br />— W <br />Potential 6" 14.00' PUBLIC <br />Wastewater Line WASTEWATER EASEMENT <br />Location <br />20.00' EASEMENT <br />SEE NOTE 2 <br />AND GUY ANCHOR <br />EASEMENT <br />SEE NOTE 3 <br />PARCEL 3 <br />±19713 SQFT <br />S89059'23"W 152.92' (EAST 153.05')R2,R3,D1 <br />DOCUMENT NO. <br />2023-008311, LCODR <br />GAS METER <br />�0 <br />M <br />IV I <br />rx <br />OA <br />Z° <br />Ha <br />W � <br />Uo <br />OAM <br />N <br />0 <br />N <br />r� <br />O� <br />z <br />1~ a <br />w� <br />r` <br />A00 <br />U— <br />AN <br />O <br />N <br />LEGEND: <br />® <br />MANHOLE - WASTE WATER <br />O <br />MANHOLE - STORM WATER <br />0 <br />CURB INLET <br />U <br />WATER VALVE <br />0 <br />WATER METER <br />❑ <br />ELECTRICAL VAULT <br />'Q' <br />FIRE HYDRANT <br />UTILITY POLE <br />SIGN - COMMERCIAL VEHICLE PARKING ONLY <br />® <br />TREE <br />iw — — <br />— ww — <br />WASTEWATER LINE <br />T — — <br />— ST — <br />STORM WATERLINE <br />— <br />WATERLINE <br />W <br />— <br />ELECTRICAL POWER LINE <br />E <br />OVERHEAD ELECTRICAL POWER LINE <br />OHE <br />G <br />NATURAL GAS LINE <br />G <br />TELEPHONE/COMMUNICATIONS LINE <br />T <br />�T— — <br />— OHT— <br />OVERHEAD TELEPHONE/COMMUNICATIONS LINE <br />FENCELINE - CYCLONE FENCING (TYP.) <br />s <br />CONCRETE WALK/DRIVE <br />GRAVEL SURFACE <br />ASPHALT SURFACE <br />PROJECT COORDINATOR <br />Metro Planning, Inc. <br />846 A Street <br />Springfield, Oregon 97477 <br />541-302-9830 <br />SURVEYOR <br />Brent W. Corning, PLS <br />EGR & Associates, Inc. <br />2535 B Prairie Road <br />Eugene, Oregon 97402 <br />541-688-8322 <br />TENTATIVE PLAN REQUIREMENTS VICINITY MAP <br />• Date prepared, North arrow, scale is shown hereon NOT TO SCALE <br />• Assessor's Map and Tax lot is shown hereon <br />• Vicinity Map with Subject Area shaded, shown hereon <br />• Dimensions and square footage of Existing and proposed parcels is show hereon <br />• Location, setback and height of existing structures is shown hereon <br />• Prepared, stamped and signed by Registered Professional Land Surveyor <br />• Width and location of all existing and proposed public/private easements are shown hereon. <br />• Names of all recorded subdivisions and partitions contiguous to proposed partition are shown hereon. <br />Layout of lot contiguous to proposed partition is shown hereon. <br />• There is no contiguous property under the same. <br />• Existing type and height of fencing is shown hereon. <br />WASTEWATER REQUIREMENTS <br />• Wastewater lines are public and located in Hom Lane. <br />• Existing Wastewater sewer layout is shown. <br />• Proposed Wastewater sewer layout will be designed at time of development. <br />WATER SUPPLY REQUIREMENTS <br />• Existing water lines, and meters are shown hereon, per field data and EWEB Maps. <br />• Proposed water line location will be determined at time of development. <br />• Existing fire hydrant is located approximately 40' north and 17' west of the northwest corner of subject <br />property along the northerly side of Horn Ln. <br />STORM DRAINAGE REQUIREMENTS <br />• Existing Storm Drainage is shown. <br />• Proposed Storm Drainage will be designed at time of development. <br />STREET AND UTILITY IMPROVEMENT REQUIREMENTS <br />• No existing or proposed street trees at this time. <br />• Existing public improvements are shown hereon. <br />• Proposed Utilities to be located underground per EC 9.6775, unless connecting legally to established <br />above ground facilities. <br />• Existing electric facilities, service lines, and related easements are shown hereon. <br />• Underground utilities shown hereon are based upon construction and as -built drawings and have not been <br />verified. We do not guarantee this map shows all the underground utilities. <br />STREET AND PUBLIC ACCESS WAY REQUIREMENTS <br />• Location and widths (right-of-way and paving width) of all existing streets shown hereon. <br />• The Street Classification of Horn Lane is Neighborhood Collector. <br />• There is no Proposed Street design needed at this time. <br />• There are no existing curbs and no existing sidewalks on Horn Lane. <br />• There are no proposed sidewalk and curbs at this time. <br />• Vision Clearance Area is not applicable, proposed Lots are not on corner lots. <br />• Existing Street names are shown hereon <br />• The closest LTD stop is near the intersection of River Road and Horn Ln, LTD Route No. 51 & 52. <br />GENERAL NOTES <br />• Utilities are existing and provided by Eugene Water and Electric Board (EWEB) <br />• Property is zoned R-1 (Low -Density Residential) with UL (Urbanizable Land) overlay. <br />• Elevations are on NAVD88 based on the ORGN Real Time Network utilizing GEOID18. The closest City <br />of Eugene Benchmark is RR0913, a 3" BC top of west curb Maple drive at SW corner Horn Ln. and <br />Maple Drive. 12' south of end of curb. NGVD29 Published Elevation 396.61 ; NAVD88 Published <br />Elevation 400.48'. <br />• Soil Type is (76) Malabon-Urban Land Complex, 100% of subject property per RLID Detailed Property <br />Report. <br />Infiltration rate is 0.20 to 0.57 in/hr; Depth to restrictive feature is more than 80-inches; depth to water <br />table is more than 80-inches; Slope is 0%-3%; Hydrologic Soil Group is'C'. <br />• Area of development 140,478 square feet <br />• Property is located in Zone X, on Firm Map 41039CI 109F. Zone X is an area determined to be outside the <br />500- year floodplain. <br />• • • •• <br />BASIS OF BEARINGS <br />OCRSEUGENE <br />