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Plan, Tentative APPLICANT 7/8/2022
— ww WW WW _ FXTRTTNr C'(INDTTTnNS FOR BASH RESIDENTIAL, LLC -1417 31 ST STREET WEST 162 FEET OF LOT 3, BLOCK 3, FIRST ADDITION TO ADMAS PLAT SW 1/4, SECTION 30, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. i4' SPRINGFIELD, LANE COUNTY, OREGON .-. DATE PREPARED: JUNE 15, 2022 i LEGEND l%VW . Wastewater STR CDD STORMWATER LINE, MANHOLE, CURB INLET MH — W W ww---�– o WASTEWATER LINE, MANHOLE ` —----Ci POWER LINE, POWER POLE w z W — O WATER LINE, METER, VALVE, FIRE HYDRANT ,-4 v W V Ww W W C- ---�— = – ' – FENCE LINE AS NOTED- -_y. w y mailbox 60' Right 6f Way r PP E E E E PP Telecom 58 '12' "E Box +/- 39' ' paving vlidth 00 M � N z Ww W'W C 6" -WW 4. .50474' y_..._..,7— C mailbox` °• a .. a Ex. gravel u. driveway �►" K. -' PP - ___.fl474'- - _ I 81042104i,w 162' 474' 474' 0.474' Map compiled from record data, Lane County GIS Shapefiles, Aerial photos, Dogami Lidar data, and Survey field data. NOTES 1. Water lines are existing and provided by Springfield Utility Board (SUB). 2. Wastewater lines are located in 31 st Street and are public. The Stormwater lines are located 31st Street and are public. 3. NRCS Soil Classification maps identify this site as having Class C Soils. Soil Type Malabon-Urban land complex #76. 4. The infiltration rate was conservatively determined to be about 20" per hour. For purposes of determining the facility size an infiltration rate of 10" per hour was used. Infiltration rate per soil type Well drained (0.20 to 0.57 in/hr). 5. The proposed infiltration rain garden will be sized for the 25 -year event, and will be retained onsite. 6. Storm Drainage features designed by separate document, and shown hereon for graphical representation only. 7. Underground utilities shown hereon are as marked and per as-builts. We do not guarantee this map shows all underground utilities. 8. The nearest transit facility is located on the South side of Olympic Street West of 28th Street and served by Lane Transit District (LTD) Route 18. 9. This property fronts 31 st Street, a North-South Street. 10. Elevations based on NAVD88. 11. The Area of development is 12,964 square feet. 12. No existing trees on subject property. 13. The nearest fare hydrant is located approximately 242 feet north of the Northwest corner of subject property. 14. Lot is in 2 yr time of travel zone. Site Address Surveyor 1417 31 st Street Ryan Erickson, PLS Springfield, Oregon 97478 EGR & Associates, Inc. 2535 B Prairie Road Owner/Applicant Eugene, Oregon 97402 Bash Residential, LLC 12774 SW 132nd Avenue Engineer Tigard, Oregon 97223 Eric Favreau, P.E. Favreau Engineering Project Coordinator 541-556-4425 Metro Planning, Inc. 846 A Street Springfield, Oregon 97477 F (.e.- UN 'Fa,v-hki� - Pk-� -e, 4 9 METRO PLANNING, INC 846 A STREET SPRINGFIELD, OR. 97477 541-302-9830 JOB NO. 21-056 E IGR Associates, .Inc. .......... Engineers, Geologists, and Surveyors 2535B Prairie Road (541) 688-8322 Eugene, Oregon 97402 Fax (541) 688-8087 3 Wastewater MH i i I i 60' Right �f Way TENTATIVE PARTITION PLAT FOR BASH RESIDENTIAL, LLC -1417 31 ST STREET WEST 162 FEET OF LOT 3, BLOCK 3, FIRST ADDITION TO ADMAS PLAT SW 1/4, SECTION 30, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON (--' DATE PREPARED:,JUNE 15, 2022 —WW WW --- Wastewater MH ASSESSORS MAP/LOT: 17-02-30-34-03501 Map compiled from record data, Lane County GIS Shapefiles, Aerial photos, Dogami Lidar date, and Survey field data. SCALE 1 it = 20' VICINITY MAP NOT TO SCALE NOTES I . Water lines are existing and provided by Springfield Utility Board (SUB). 2. Wastewater lines are located in 31 st Street and are public. The Stormwater lines are located 31 st Street and are public. 3. MRCS Soil Classification maps identify this site as having Class C Soils. Soil Type Malabon-Urban land complex #76. 4. The infiltration rate was conservatively determined to be about 201" per hour. For purposes of determining the facility size an infiltration rate of 10" per hour was used. Infiltration rate per soil type Well drained (0.20 to 0.57 in/hr). 5. The proposed infiltration rain garden will be sized for the 25 -year event, and will be retained onsite. 6. Storm Drainage features designed by separate document, and shown hereon for graphical representation only. 7. Underground utilities shown hereon are as marked and per as-builts. We do not guarantee this map shows all underground utilities. 8. The nearest transit facility is located on the South side of Olympic Street West of 28th Street and served by Lane Transit District (LTD) Route 18. 9. This property fronts 31 st Street, a North-South Street. 10. Elevations based on NAVD88. 11. The Area of development is 12,964 square feet. 12. No existing trees on subject property. 13. The nearest fire hydrant is located approximately 242 feet north of the Northwest corner of subject property. 14. Lot is in 2 yr time of travel zone. Site address Surveyor 1417 31 st Street Ryan Erickson, PLS Springfield, Oregon 97478 EGR & Associates, Inc. 2535 B Prairie Road Owner/Applicant Eugene, Oregon 97402 Bash Residential, LLC 12774 SW 132nd Avenue Engineer Tigard, Oregon 97223 Eric Favreau, P.E. Favreau Engineering Project Coordinator 541-556-4425 Metro Planning, Inc. 846 A Street Springfield, Oregon 97477 Associates, Inc. Engineers, Geologists, and Surveyors 2535B Prairie Road (541) 688-8322 Eugene, Oregon 97402 Fax (541) 688-8087 F { S$7012° ,E IO' 10' 1 10.1 10, f 5' 00 Proposed Building -1 Proposed Garage -1 ru 1 Footprint rn Footprint ' 52°x26'$" 24'x24' 9' Proposed Building -2 Footprint 5' 0 1 52.x26'8" Ln Ww WW C V& Proposed 00 TPUE STR STR-STR STR Proposed 4"' j PARCEL I c Laterals + ,. + +, ,PROP©SED l 0'x36',++++++ s 670 sf PARCEL 2 / ++++ 4 RAIN GARDEN , ++++++ DETAIL 7,117 sf including d/w r++++++ (5217 sf excluding div) :PER 51 95f 1 4 d Proposed Garage -2 4. a ;d i 4 Footprint N -d d Proposed 20' d 4 4 Al d. d _I/ a 24'X24' - a Access & Utility Easement 4 . 4 d a 4 4 _ �• A 10d d� N87042'03"W 162' WW �� ECISTERE PROFESSI L 4 LAND SU OR GITAL SIGN C CON 14, 2003 ,Z jj RICKS I 55E Wastewater MH ASSESSORS MAP/LOT: 17-02-30-34-03501 Map compiled from record data, Lane County GIS Shapefiles, Aerial photos, Dogami Lidar date, and Survey field data. SCALE 1 it = 20' VICINITY MAP NOT TO SCALE NOTES I . Water lines are existing and provided by Springfield Utility Board (SUB). 2. Wastewater lines are located in 31 st Street and are public. The Stormwater lines are located 31 st Street and are public. 3. MRCS Soil Classification maps identify this site as having Class C Soils. Soil Type Malabon-Urban land complex #76. 4. The infiltration rate was conservatively determined to be about 201" per hour. For purposes of determining the facility size an infiltration rate of 10" per hour was used. Infiltration rate per soil type Well drained (0.20 to 0.57 in/hr). 5. The proposed infiltration rain garden will be sized for the 25 -year event, and will be retained onsite. 6. Storm Drainage features designed by separate document, and shown hereon for graphical representation only. 7. Underground utilities shown hereon are as marked and per as-builts. We do not guarantee this map shows all underground utilities. 8. The nearest transit facility is located on the South side of Olympic Street West of 28th Street and served by Lane Transit District (LTD) Route 18. 9. This property fronts 31 st Street, a North-South Street. 10. Elevations based on NAVD88. 11. The Area of development is 12,964 square feet. 12. No existing trees on subject property. 13. The nearest fire hydrant is located approximately 242 feet north of the Northwest corner of subject property. 14. Lot is in 2 yr time of travel zone. Site address Surveyor 1417 31 st Street Ryan Erickson, PLS Springfield, Oregon 97478 EGR & Associates, Inc. 2535 B Prairie Road Owner/Applicant Eugene, Oregon 97402 Bash Residential, LLC 12774 SW 132nd Avenue Engineer Tigard, Oregon 97223 Eric Favreau, P.E. Favreau Engineering Project Coordinator 541-556-4425 Metro Planning, Inc. 846 A Street Springfield, Oregon 97477 Associates, Inc. Engineers, Geologists, and Surveyors 2535B Prairie Road (541) 688-8322 Eugene, Oregon 97402 Fax (541) 688-8087