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Home My WebLink AboutPlans Applicant 7/16/2024TENTATIVE PARTITIONr EXISTING CONDITIONS 35' I FOR widh BASH RESIDENTIAL, LLC -1417 31 ST STREET WEST 162 FEET OF LOT 3, BLOCK 3, FIRST ADDITION TO ADAMS PLAT p SW 1/4, SECTION 30, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. II SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: SEPTEMBER 08 2022 =x— — a LEGEND ^ I` c SUBJECT lWW—wW—wW _ _ _ PROPERTY W STR ----- 6STORMWATER LINE, MANHOLE, CURB INLET astmeter 3/4" PE , IMH wwWWEC-NW WI WASTEWATER LINE, CLEAN-OUT, LE SCALE I"=20' E P4 POWER LINE, POWER POLE VICINITY MAP O I NOT TO SCALEWiw —p WATER LINE, METER, VALVE, FIRE HYDRANT w3/4" PE C FENCE LINE AS NOTE a \ v NOTES mailbox GAS GAS LINE 1. Water lines are existing and provided by Springfield Utility Board 60' EXISTING TREE PER LPH O/ STREET ( SUB). aig7u o£ Wey 2. Wastewater lines are located in 31st Street and are public. The VIEW- UNKNOWN SPE DBH o Stormwater lines are located 31st Street and are public. 3. NRCS Soil Classification maps identify this site as having Class 3/4" PE PP C Soils. Soil Type Malabon-Urban land complex #76. 4 E — E — — _ E _ _ _ _ 4. The infiltration rate was conservatively determined to be about PP iceom S87°1230^E 162' 474' O 20" per how. For purposes of determining the facility size an Box infiltration rate of 10" per how was used. Infiltration rate per soil 35' type Well drained (0.20 to 0.57 in/hr). paving widai — I I 474, - 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 U shown hereon for graphical representation only. 0. 7. Underground utilities shown hereon are as marked and per ro as-builts. We do not guarantee this map shows all underground W 3/4" PE utilities. 8. The nearest transit facility is located on the South side of Olympic WW'a Street West of 28th Street and served by Lane Transit District6^ - LTD) Route 18. 9. This fronts 31st Street, a North-South Street. z property 474' I 10. Elevations based on NAVD88. m 11. The Area of development is 12,964 square feet. 12. Existing trees on subject property are shown, per aerial n photo/street view. 13. The nearest fire hydrant is located approximately 242 feet north of the Northwest comer of subject property. 1 14. Lot is in 2 yr time of travel zone. V 4.' ' C mailbox Ex. gravel driveway , , ° e s E. — . a • Site Address Surveyor p - 474' 1417 31st Street Ryan Erickson, PLS PP 0a7°42'03^w 162' Springfield, Oregon 97478 EGR & Associates, Inc. 2535 B Prairie Road Owner/Applicant Eugene, Oregon 97402 InV\ Bash Residential, LLC 12774 SW 132nd Avenue Engineer jTigard, Oregon 97223 Eric Favreau, P.E. Faweau Engineering Project UInc. r 541-556-4425 Metro Planning, ww—ww 846 A Street Springfield, Oregon 97477 mailbox 3/41, PE EGISfER ROFESSI L LAND SU OR 3s' pa"vgwdt GAS GITA SIG W 3/41, PE GON METRO PLANNING, INC Telecom Box ERICKS O 846 A STREET 55524 PP w/Light SPRINGFIELD, OR. 97477 EXP /23 541-302- 55 Watt Cobra Style 830921-056Low -Pressure Sodium bulb, 3/4" 30300. PE . luminaire height is 25'-30' Wastewater I EGR &Associates, Inc I¢„ Engineers, Geologists, and Surveyors Map compiled from record data, Lane County GIS = Shapefiles, Aerial photos, Dogami Litter data, and SurveyI- field data. 25358 Prairie Road (541) 688-8322 ASSESSORS MAP/LOT: 17-02-30-34-03501 Eugene, Oregon 97402 Fax (541) 688-8087 TENTATIVE PARTITION PROPOSED STORM SEWER FOR BASH RESIDENTIAL, LLC -1417 31 ST STREET WEST 162 FEET OF LOT 3, BLOCK 3, FIRST ADDITION TO ADAMS PLAT ISW1/4, SECTION 30, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: SEPTEMBER 08 2022 I 6a SUBJECTI- Rightorway PROPERTY II SCALE I"=20' I Sa]* 2' 0"E 162' VICINITYMAP9e' I 10 TV 66 NOT TO SCALE 10'I TV proposed 5' T'PLIE Proposed BWlding-1 RMPosed Garage -1 NOTES Footprint Footprint 1. Water lines are existing and provided by Springfield Utility Board 52'x26'8" 24k24' 9' Proposed Building -2 SUB). e FootprintI s' 2. Wastewater lines are located in 31st Street and are public. The 52'x26'8" Stomlwater lines are located 31st Street and are public. LQ 3. NRCS Soil Classification maps identity this site as having Class o C Soils. Soil Type Malabon-Urban land complex #76. u PrnMed TOO' EPSerrent S7R-S -57RwWEas 3 g 4. The infiltration rate was conservatively determined to be about 20" per hour. For purposes of determining the facility size an PARCEL 1 infiltration rate of 10" per hour was used. Infiltration rate per soil r5„ aa S'OESonX°Trarrn 1.6-11,1 PARCEL 2 m e Well drained 0.20 to 0.57 in/hr par D«el aNn9naing mw 5. The proposed infiltration rain arden)will be sized for the 25 -yeart, P g Y521795' (sear.:enamg mwl 5' event, and will be retained onsite. 1e ^ri^ v ._ .. - - Proposed Garage -2 6. Storm Drainage features designed by separate document, and FL to Forpiin shown hereon for graphical representation only. may an9p N Access& d 20' - fT 24x24' ty Easement 7. Underground utilities shown hereon are as marked and per 5 ci3ADETow f '1o noN - as-builts. We do not guarantee this map shows all underground 31STST " f utilities. 162' s• S. The nearest transit facility is located on the South side of Olympic Grass Ribbonper Detail 11181`42'03"w 162' Street West of 29th Street and served by Lane Transit District16X3' 132 SFAB=264 SF TOTAL Soakage Trench LTD)Route 19. per Doxil 9. This property fronts 31 st Street, allorth-South Street. 10. Elevations based on NAVD99. 11. The Area of development is 12,964 square feet. 12. Existing trees on subject property are shown, per aerial 4'AOPEND4' OR FINISH RA11EiG 20' ACCESS AND UTILITY EASEMENT photo/streetvim. 16' DRIVEWAY 13. The nearest fire hydrant is located approximately 242 feet northOROPEN Flwsx GRADE eRATE'cLEnxour •. i 7 j \j/\\j BalvEwnv ' \ j\\/ T 1' 3 a 6' 3' 3 r of the Northwest comer of subject property. VA"`/'/' A/ ASA RIBBON RIBBON 14. Lot is int time of travel zone. DRI CIPERDETAIL A A V a L 2% 2% 2% 2%_ VSOLID PIPE 6PERF9RATEDPIPE 4ACLLitiyy,. 1nY4 aoeeccbrrt vcxOTaenw u -III Site Address Surveyor 6SOLID PIPE 6 PERFORATED PIPE 12 OR r f, III III 1417 31st Street Ryan Erickson, PLS DRAIN ON WPmx .ASC °m ao*rc LENGTH=ir 44// rt,-. -III Springfield, Oregon 97478 FOR &Associates, Inc. ORENCO CATCH IM0T6=P 0 'NATIV E$01 r III III 314NO TRENCH 2535 B Prairie Road LENGTH =1T ORENQO b III III -III BACKFILL (TVP) Owner/Applicantllcant En ene, Oregon 97402Ptigg CATCH wIDTn=s' SBASIN CB123 OILsc6lzascL Bash Residential, LLC BASIN MODEL SCB1235-6L SOAKAGE TRENCH NOTES: T/ 10 MIN BETWEEN WATER AND WW _ 127745W 132nd Avenue Engineer 1. SOAKAGE TRENCH =16X3' X]' OR EQUIVALENT SQUARE FOOTAGE. WASTEWATER-' WATER Tigard, Oregon 97223 Eric Favrean, P.E. AKAGE TRENCHNSOAKAGETRENCHNOTES: 2. TOTAL IMPERVIOUS AREA DRAINED=2,000 SQUARE FEET. LATERAL j LATERAL Favreau Engineering 1. =12'X6'x]'OR EQUIVALENT SQUARE FOOTAGE 3. SEE THE CITY OF EUGENE STORMWATER MANAGEMENT MANUAL FOR ADDITIONAL INFORMATION. SOAKAGE TRENCH-' 4. FILTER FABRIC MUST BE ONE OF THE FOLLOWING TTPESIBRANDS: LINA 125EX; LINA TYPAR3201; PER DETAIL g g Project Coordinator 541-556-4425 2. TOTAL IMPERVIOUS AREA DRAINED= 3,]00 SQUARE FEET. 3. SEETHE CITI EUGENE STORMWATER MANAGEMENT MANUAL FOR ADDITIONAL INFORMATION. TNS EDW, THE ROSS, THE ROD, TNS R042, AMOCO 4535, MARAFI I40NL. 5. DRAINAGE ROCK SHALL BE A MINIMUM 212" TO 1 ill" DRAIN ROCK. Metro Planning, Inc. 4. FILTER FABRIC MUST BE ONE OF THE FOLLOWING TYPESIBRANDS'. LINE 125EX; LINO WPAR3201: TNS ENO: TNS ROS: THE R040', THE R042: AMOCO 4535: MARAFI 140NL. 6. THE PIPE WITHIN THE TRENCH SHALL EITHER BE PVG D2729 OR HOPE LEACH FIELD PIPE. I O141731st ST PARTITION 846 A Street 5. DRAINAGE ROCKSHALL BEAMINIMUM 2 1A TO 11/2'DRAIN ROCK. 6. THE PIPE WITHIN THE TRENCH SHALL EITHER BE PVC D2729 OR HDPE LEACH FIELD PIPE. THE TRENCH BOTTOM IS TO BE INSTALLED LEVEL IN ALL DIRECTIONS. 8 BOOT M OFFACILITY TODURINGBLOCATEDWITHI RU MATERIAL, WHICH WAS ENCOUNTERED J l DRIVEWAY DETAIL Springfield, Oregon 97477 LTESTING. THE TRENCH BOTTOM IS TO BE INSTALLED LEVEL IN ALL DIRECTIONS. NO SCALEB. BOTTOM OF FACILITY TO BE LOCATED WITHIN BAR RUN MATERIAL, WHICH WAS ENCOUNTERED APPROXIMATELY 5' DEEP DURING INFILTRATION TESTING. SOAKAGE TRENCH DESIGN FOR SOAKAGE TRENCH DESIGN FOR 949731ST ST SPRINGFIELD -PARCEL 2 14173ISTST, SPRINGFIELD -PARCEL I +DWY NO SCALE NoscuE e gF4s oyrwy< do®max F.pEO Px OFEssVtmamg4O F.P'E rx gFss ening 0y DATE. 7115122 Fg' tg + Fnvac f 141]31 ST ST PARTITION TLD -02-3G-34-03501 DRIVEWAYDETAIL FAVREAU ENG' NEERING I rehu J G =NiS. 141] 31 ST ST PARTITION DATE: RINSED -0TL: 1]-D2-30-34-03501 fqs YT- c4 "" q+ 141731STST PARTITION DATE.]I34,0 c4 Fpya¢P PARCEL2 TL:1]-02304-03501 T (' METRO PLANNING INCPARCELI+DRIVEWAY SOAKAGE TRENCH DETAIL FAVREAU ENGINEERING Breva SOAKAGE TRENCH DETAIL FAVREAU ENGINEERING 0 SOA.- OLD .1. a A"=NTS- 846 A STREET Map compiled from record data, Lane County GIS SPRINGFIELD, OR. 97477 Shapefiles, Aerial photos, Dogami Lidar date, and Survey 541-302-9830 field data. SOB NO. 21-056 ASSESSORS MAP/LOT: 17-02-30-34-03501 TENTATIVE PARTITION TENTATIVE PARTITION PLAN FOR BASH RESIDENTIAL, LLC -1417 31 ST STREET WEST 162 FEET OF LOT 3, BLOCK 3, FIRST ADDITION TO ADAMS PLAT p SW 1/4, SECTION 30, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. II SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: SEPTEMBER 08 2022 SUBJECT ' PROPERTY I SCALE I"=20' VICINITY MAP NOT TO SCALE NOTES 1. Water lines are existing and provided by Springfield Utility Board 60' SUB)' Riga o£ Way 2. Wastewater lines are located in 31st 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 S87°12'30 -E 162' 20" per hour. For purposes of determining the facility size an infiltration rate of 10" per how was used. Infiltration rate per soil 66' 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. P -Posed 6. Storm Drainage features designed by separate document, and T PUH shown hereon for graphical representation only. 7. Underground utilities shown hereon are as marked and per PARCEL 1 as-builts. We do not guarantee this map shows all underground 5,6708 „ utilities. 8. The nearest transit facility is located on the South side of Olympic wa Street West of 28th Street and served by Lane Transit District PARCEL 2 LTD) Route 18. WWE em 7,117 if including vw Po 3 9. This property fronts 31st Street, a North-South Street. 5217 if excluding drw) 10. Elevations based on NAVD88. m 11. The Area of development is 12,964 square feet. 12. Existing trees on subject property are shown, per aerial Ira 95' photo/street view. 13. The nearest fire hydrant is located approximately 242 feet north of the Northwest comer of subject properly. N ; 1 Proposedzo' °. 14. Lot is in 2 yr time of travel zone. Access &UtilityEaemre0t l -- J Site Address Surveyor 162 1417 31st Street Ryan Erickson, PLS N87 -42-03"W 162' 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 EGISIER ROFESSI LAND SU OR GITA SIGN o METRO PLANNING, INC ERICKS 846 A STREET 55524 SPRINGFIELD, OR. 97477ILEx /23 541-302-9830 JOB110.21-056 EGR & Associates, Inc. Engineers, Geologists, and Surveyors Map compiled from record data, Lane County GIS Shapefiles, Aerial photos, Dogami Lidar date, and Survey field data. 25358 Prairie Road (541) 688-8322 ASSESSORS MAP/LOT: 17-02-30-34-03501 Eugene, Oregon 97402 Fax (541) 688-8087 TENTATIVE PARTITION PLAT II UTILITIES FOR BASH RESIDENTIAL, LLC -1417 31 ST STREET WEST 162 FEET OF LOT 3, BLOCK 3, FIRST ADDITION TO ADAMS PLAT p SW 1/4, SECTION 30, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. II I a SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: SEPTEMBER 08 2022 Q iE LEGEND T Ww—WW—aa, I I SUBJECT I PROPERTY 8TR v o STORMWATER LINE, MANHOLE, CURB INLET Wastewater 3/4" PE > MH m I W W W W WASTEWATER LINE, CLEAN-OUT, MANHOLE s SCALE 1" = 20' E ' P 0 POWER LINE, POWER POLE VICINITY MAP NOT TO SCALE w — --PO WATER LINE, METER, VALVE, FIRE HYDRANT C FENCE LINE AS NOTED3/4" PE NOTES mailbox GAS GAS LINE 1. Water lines are existing and provided by Springfield Utility Board 60' R;gb1 of Way EXISTING TREE PER AERIAL PHOTO/ STREET SUB). 2. Wastewater lines are located in 31st Street and are public. The i VIEW- UNKNOWN SPECIES AND DEB Stonnwater lines are located 3Is[ Street and are public. ry 3. NRCS Soil Classification maps identify this site as having Class E 3/4" PE PP C Soils. Soil Type Malabon-Urban land complex #76. F E 4. The infiltration rate was conservatively determined to be about PP lecom F _ S87°72go"E I62' E 20" per how. For purposes of determining the facility size an Box F 1- 1 to lo' infiltration rate of 10" per how was used. Infiltration rate per soil type Well drained (0.20 to 0.57 in/hr). 10,1 10' 5. The proposed infiltration rain garden will be sized for the 25 -year event, and will be retained onsite. Proposed 51 6. Storm Drainage features designed by separate document, and 7' PDBProposed Building -I Proposeda' l Footprint y Footprint shown hereon for graphical representation only. 7. Underground utilities shown hereon are as marked and per m rD 52'x26'8" 24x24' 9' Proposed Buildivg-2 as-builts. We do not guarantee this map shows all underground W 3/4" PE w I Footprint52x26'8" 5 utilities. 8. The nearest transit facility is located on the South side of Olympic a'µ'— Street West of 28th Street and served by Lane Transit District LTD) Route 18. d yW EaasB em 8TR—S _S,1, R 3 9. This property fronts 31st Street, a North-South Street. 10. Elevations based on NAVD88. Propos Q 4" PARCEL 1 Li is Igahagu soTre h S 5,670 sf g PARCEL2 11. The Area of development is 12,964 square feet. 12. Existing trees on subject are shown, aerial Peri / 5 3 property per 1r] sf Including d/ w 95' (5217 sfexcludlog dlW) 5' MM s' Photo/street view. 13. The nearest fire hydrant is located approximately 242 feet north E+' 18, to t Proposed Garage -2 of the Northwest comer of subject property. C FLDoW strip TR Frwased zo - ° p4 ° 14. Lot is in 2 yr time of travel zone. mailbox 3/4" PE Access A. Utllity Easement - g f ' p t0 n41Fr ' S 31ST ST ° S' PP N87°42'03"W I62' Gress lhbbonper Dwy Detail 16' X3' 132 SF EA -264 SF TOTAL Soakage Trench per Derail Site Address Surveyor y3 1417 31st Street Ryan Erickson, PLS u' ¢ Springfield, Oregon 97478 EGR & Associates, Inc. 2535 B Prairie Road Owner/Applicant Eugene, Oregon 97402 Bash Residential, LLC Ww—WR 12774 SW 132nd Avenue Engineer p, y mailbox Tigard, Oregon 97223 Eric Favreau, P. E. FavreauEngineering3/4" PE Project Coordinator 541-556- 4425 Metro Planning, Inc. 846 A Street Springfield, Oregon 97477 GAS W 3/4" PE Telecom Box PP w/ Light 55 Watt Cobra Style Low-Presswe Sodium bulb, 3/4" PE luminaire height is 25'- 30' Wastewater METRO PLANNING, INC 846 A STREET Map compiled from record data, Lane County GIS SPRINGFIELD, OR. 97477 Shapefiles, Aerial photos, Dogami Lidar date, and Survey 541-302-9830 I. field data for the existing utilities. JOB xo. zl- os6 ASSESSORS MAP/LOT: 17-02-30-