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MHT 26-01
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Last modified
2/12/2026 9:03:38 AM
Creation date
2/12/2026 9:03:24 AM
Metadata
Fields
Template:
PDD_Planning_Development
File Type
MHT
File Year
26
File Sequence Number
1
Application Name
Pennington & Laing
Document Type
Application Materials
Document_Date
2/11/2026
External View
Yes
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TENTATIVE MIDDLE HOUSING PARTITION PLAN - EXISTING CONDITIONS <br />FOR <br />JOHN PENNIGTON III & BRENT LAING <br />PARCEL 3 OF LAND PARTITION PLAT 2025-P3284 <br />NE 1/4, SECTION 23, TOWNSHIP 17 SOUTH, RANGE 4 WEST OF THE WILLAMETTE MERIDIAN, <br />EUGENE, LANE COUNTY, OREGON <br />JANUARY 2026 <br />SHEET 1 OF 2 <br />3• •• <br />BASIS OF . . <br />SITE ADDRESS PROJECT COORDINATOR <br />TAXMAP/LOT: 17-04-23-11-06404 Metro Planning, Inc. <br />846 A Street <br />PROPERTY Springfield, Oregon 97477 <br />OWNER/APPLICANT 541-302-9830 <br />John Pennington III <br />Brent Laing SURVEYOR <br />1144 Gateway Loop Ste 205 EGR & Associates, Inc. <br />Springfield, Oregon 97477 2535 B Prairie Road <br />Eugene, Oregon 97402 <br />541-688-8322 <br />w ,o <br />Q U N <br />6" CI— o <br />a SANITARY MANHOLE <br />OCRS EUGENE <br />Y MANHOLE RIM ELEV: 399.10' <br />RIM ELEV: 399.14' Z 12" OUT W INV: 388.36, <br />12" IN E INV: 387.89' HORN LANE (CO. RD. NO.332) <br />CA > IN E <br />INN _ <br />WW _ _ — <br />Variable Width right of way <br />VI, '!-12" WW — — — WW — — — WW — _ 12„ _ WW — — — WW — IN S <br />OUT W (street classification: Neighborhood Collector) a+ <br />G— —G — — <br />OHE — OHE— o— — OHE— — OHE— — = OHE— — OHE— — OHEEl N89° <br />55'27"W V 1' <br />I VariableWidthJointUse ,d / Access & <br />Utility Easement = /^o per <br />LPPN 2025-P3284 3. <br />00 x 160.00' I I I `'^ PARCEL I Permit <br />and ^ LPPN <br />2025-P3284 Easement <br />per Instrument <br />No. N / 1998- <br />019653 v? o <br />1W <br />LEGEND: MANHOLE - <br />WASTE WATER FIRE <br />HYDRANT UTILITY <br />POLE ww — — — <br />ww — WASTE WATER LINE W <br />WATERLINE OHE <br />ELECTRICAL POWER LINE G <br />G NATURAL GAS LINE FENCELINE - <br />T CHAINLINK MAP <br />17-04-23-11 TL 06404 INK: <br />CANON PFI-707MBK MEDIA: PIXELLE RIJB24-36 SANITARY <br />MANHOLE RIM <br />ELEV: 398.78' 12" <br />IN E INV: 388.08' 12" <br />OUT W INV: 387.94' W — <br />W-6 Cl—W — 0 <br />I <br />Iz <br />PARCEL <br />2 LPPN <br />2025-P3284 25' --- <br />Private <br />14.00' o <br />Wastewater Easement r` per <br />LPPN 2025-P3284 3 <br />N89055'27"W 151.98' M <br />rl0 <br />0 <br />OPARCEL <br />3 LPPN <br />2025-P3284 TAXMAP/ <br />LOT:17-04-23-11-06404 19715 <br />SQFT± N89059' <br />23"E 152.92' 2 <br />20. <br />00' CONDITIONS BOOK <br />286, PAGE 179- <br />180, LCODR AND <br />GUY ANCHOR EASEMENT <br />BOOK 359, PAGE <br />352, LCODR Fn <br />Iw <br />VICINITY <br />MAP NOT <br />TO SCALE TENTATIVE <br />PLAN REQUIREMENTS Date <br />prepared, North arrow, scale is shown hereon Assessor' <br />s Map and Tax lot is shown hereon Vicinity <br />Map with Subject Area shaded, shown hereon Dimensions <br />and square footage of Existing and proposed parcels is show hereon Location, <br />setback and height of existing structures is shown hereon Prepared, <br />stamped and signed by Registered Professional Land Surveyor Width <br />and location of all existing and proposed public/private easements are shown hereon. Names <br />of all recorded subdivisions and partitions contiguous to proposed partition are shown hereon. Layout of lot contiguous to <br />proposed partition is shown hereon. There <br />is no contiguous property under the same. Existing <br />type and height of fencing is shown hereon. WASTEWATER <br />REQUIREMENTS Wastewater <br />lines are public and located in Horn Lane. Existing <br />Wastewater sewer layout is shown. Proposed <br />Wastewater sewer layout will be designed at time of development. WATER <br />SUPPLY REQUIREMENTS Existing <br />water lines, and meters are shown hereon, per field data and EWEB Maps. Proposed <br />water line location will be determined at time of development. Existing <br />fire hydrant is located approximately 40' north and 17' west of the northwest comer of subject property along the northerly <br />side of Horn Ln. STORM <br />DRAINAGE REQUIREMENTS Existing <br />Storm Drainage is shown. Proposed <br />Storm Drainage will be designed at time of development. STREET <br />AND UTILITY IMPROVEMENT REQUIREMENTS No <br />existing or proposed street trees at this time. Existing <br />public improvements are shown hereon. Proposed <br />Utilities to be located underground per EC 9.6775, unless connecting legally to established above ground facilities. Existing <br />electric facilities, service lines, and related easements are shown hereon. Underground <br />utilities shown hereon are based upon construction and as -built drawings and have not been verified. We do not guarantee <br />this map shows all the underground utilities. STREET <br />AND PUBLIC ACCESS WAY REQUIREMENTS Location <br />and widths (right-of-way and paving width) of all existing streets shown hereon. The <br />Street Classification of Horn Lane is Neighborhood Collector. There <br />is no Proposed Street design needed at this time. There <br />are no existing curbs and no existing sidewalks on Horn Lane. There <br />are no proposed sidewalk and curbs at this time. Vision <br />Clearance Area is not applicable, proposed Lots are not on corner lots. Existing <br />Street names are shown hereon The <br />closest LTD stop is near the intersection of River Road and Hom Ln, LTD Route No. 51 & 52. GENERAL <br />NOTES Utilities <br />are existing and provided by Eugene Water and Electric Board (EWEB) Property <br />is zoned R-1 (Low -Density Residential) with UL (Urbanizable Land) overlay. Elevations <br />are on NAVD88 based on the ORGN Real Time Network utilizing GEOIDI8. The closest City of Eugene Benchmark <br />is RR0913, a 3" BC top of west curb Maple drive at SW corner Horn Ln. and Maple Drive. 12' south of end of curb. NGVD29 <br />Published Elevation 396.61 ; NAVD88 Published Elevation 400.48'. Soil <br />Type is (76) Malabon-Urban Land Complex, 100% of subject property per RLID Detailed Property Report. Infiltration rate is <br />0.20 to 0.57 in/hr; Depth to restrictive feature is more than 80-inches; depth to water table is more than 80-inches; Slope is 0%- <br />3%; Hydrologic Soil Group is'C'. Area <br />of development f 19,715 square feet Property <br />is located in Zone X, on Firm Map 41039C1109F. Zone X is an area determined to be outside the 500- year floodplain. REGISTERED <br />PROFESSIONAL <br />LAND <br />SURVEYOR DIGITALLY <br />SIGNED OREGON <br />MARCH <br />8, 2022 BRENT <br />W. CORNING 89960 <br />RENEWS: <br />12/31/27
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