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LEGEND: ® MANHOLE - WASTE WATER O MANHOLE - STORM WATER U WATER VALVE 0 WATER METER ❑ ELECTRICAL VAULT FIRE HYDRANT -a UTILITY POLE Q TREE -------ww-- WASTE WATER LINE - •- - - •- — WATER LINE — ELECTRICAL POWER LINE — •— •— •— NATURAL GAS LINE 13- FENCELINE - 4' CHAINLINK UNLESS OTHERWISE NOTED ' CONCRETE WALK/DRIVE GRAVEL SURFACE ASPHALT SURFACE i CLEAN OUT d-�M---mm-� 1 3 1 I 3 I 17-04-26-14-02200 1 1 3 i I ' 3-ww---ww Owner: Frank Lewis U Krebs Jr Revocable o a 3 PEDES Living Trust - o ; VLT F Pavin€ 3 1 I 1 z' 1 z' oo� F' 1 '\ I 3 A MT. ate' W � 3 [� U I W 3 3 i I Flowline CLEAN 1 OL PERSHING 1 ±399.72' ST I I- I ' I UTILITY P SANITARY MANHOLE I -=w8-4Vw- • 1 o-o-w- •-•- WWMH i #9198 3 I 3 I o � N� I �U� I � � I �H 4 I oI VAULT z 60' RIGHT OF L -- 1 3 I 3 I ASSESSORS MAP: 17-04-26-14 TAX LOT: 05300 TENTATIVE PARTITION -EXISTING CONDITIONS FOR HARUN SE 1/4 NE 1/4, SECTION 26, TOWNSHIP 17 SOUTH, RANGE 4 WEST, W.M. EUGENE, LANE COUNTY, OREGON DATE PREPARED: JUNE 2025 SITE ADDRESS: AGENT 299 & 303 BETHEL DR METRO PLANNING, INC. EUGENE, OR 97402 846 A STREET SPRINGFIELD, OREGON 97477 OWNER/APPLICANT: 541-302-9830 IDIL A. HARUN 3104 FERNDALE ST SURVEYOR KENSINGTON, MD 20895 EGR & ASSOCIATES, INC. 2535B PRAIRIE ROAD EUGENE, OREGON 97402 541-688-8322 Map compiled from record data, Lane County GIS Shapeiiles, Aerial photos, and Dogami Lidar data, Survey field data gathered by EGR & Associates, Inc., and this map is not a survey. PROPER VICINITY MAP NOT TO SCALE TENTATIVE PLAN REQUIREMENTS • Date prepared, North arrow, scale is shown hereon • Assessor's Map and Tax lot is shown hereon • Vicinity Map with Subject Area shaded, shown hereon • Dimensions and square footage of Existing and Proposed parcels are show hereon • Location, setback and height of existing structures is shown hereon • Prepared, stamped and signed by Registered Professional Land Surveyor • Width and location of all existing and proposed public/private easements are shown hereon. • Names of all recorded subdivisions and partitions contiguous to proposed partition are shown hereon. Layout of lot contiguous to proposed partition is shown hereon. • There is no contiguous property under the same ownership. • Existing type and height of fencing is shown hereon. WASTEWATER REQUIREMENTS • Wastewater lines are public and located in Bethel Drive. • Existing Wastewater Manhole #9198 adjacent to subject property as shown hereon, including the 8" main lines running north, south, and west from/to existing manholes in Bethel Drive and Pershing Street. • Proposed wastewater sewer layout will be designed at time of building permit. WATER SUPPLY REQUIREMENTS • Existing water lines, and meters are shown hereon, per field data and EWEB Maps. • Proposed water lines will be designed at time of building permit. • Existing fire hydrant is located approximately 187' South and 61' West of the southwest corner of subject property. STORM DRAINAGE REQUIREMENTS • There are existing curbs and gutters. • Site is not located above 500 feet elevation line. • Site soils consist of : Coburg -Urban Land Complex (32). Infiltration limiting factors per EC 9.6792(3)(a): Infiltration rate is 0.20 to 0.57 inches per hour; depth to bedrock is more than 80 inches; depth to groundwater is 18 to 30 inches; ground surface slopes are 0% to 3%. Malabon-Urban Land Complex (76). Infiltration limiting factors per EC 9.6792(3)(a): Infiltration rate is 0.20 to 0.57 inches per hour; depth to bedrock is more than 80 inches; depth to groundwater is more than 80 inches; ground surface slopes are 0% to 3%. • Planters are approximately sized and meet City requirements for water quality and flow control. The actual stormwater system will be designed at time of building permit, and may differ from what is shown hereon. Stormwater overflow will discharge into existing street gutter. STREET AND UTILITY IMPROVEMENT REQUIREMENTS • Street Trees (size, species and location), No street trees proposed. • Existing public improvements are shown hereon. There are no proposed public improvements. • Proposed Utilities to be located underground per EC 9.6775 • Existing electric facilities, service lines, and related easements are shown hereon. • Underground utilities shown hereon are based upon construction and as -built drawings and have not been verified. We do not guarantee this map shows all the underground utilities. STREET AND PUBLIC ACCESS WAY REQUIREMENTS • Location and widths (right-of-way and paving width) of all existing streets shown hereon. • Street Classification of Bethel Drive is Neighborhood Collector. • No street center profile needed, no proposed street • There are no existing curbs and existing sidewalks only on the East side of Bethel Drive. • Proposed curb and sidewalk to be designed at time of building permit. • Street connectively is not applicable, Bethel Drive is an existing public right of way adjacent to proposed partition. • Vision Clearance Area is not applicable, proposed parcels are not on corner lots. Existing Street names are shown hereon • The closest LTD stop is on the north side of Roosevelt Boulevard East of Bethel Drive. GENERAL NOTES • Utilities are existing and provided by Eugene Water and Electric Board (EWEB). • Property is zoned R-3 (Limited High -Density Residential) • Elevations are on NAVD88. The closest City of Eugene Benchmark is B130132, an "X" in the NW comer of conrete sidewalk at building #2485 Roosevelt Blvd, at the NW corner of Roosevelt Blvd and Foch St, (adjacent to steel fence post). NGVD29 Published Elevation 401.59; NAVD88 Published Elevation 405.46'. • Soil Type is Coburg -Urban Land Complex, 5 1 % of subject property (32) and Malabon-Urban Land Complex, 49% of subject property (76). • Area of development 17,273 square feet (0.40 acres) • Property is located in Zone X on Firm Map 41039CI 109F. Zone X is an area determined to be outside the 500- year floodplain. eROFESSI LAND SUR\ � 14, 2023 US HELW RENEWS 'eV730/25