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Home My WebLink AboutPlan, Tentative APPLICANT 10/5/2021Ivo ") I -ID LA TENTATIVE LAND PARTITION PLATn SUBJECT Fence Cotner Fence Comer / PROPERTY EXISTING CONDITIONS L0' N 0.6 N FOR 02E ss 0.s E CHAD WILSON & KATIE LEWIS SE 114, SECTION 33, TOWNSHIP 17 SOUTIT, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: APRIL 06, 2021 `s °'•r, ROFESSI L e :aa;:e: �. LAND SU OR _- GL SIGN 1 VICINITY MAP � H i "'NOT TO SCALE BRICKS 55524 EX /21 rryn .,� z t gQJ N SCALE]"=20' Fence 4.9'W lea Fence LEGEND ° 2' W NOTES 1. Waterlines are existing and provided by Springfield Utility Board (SUB). 2. Wastewater and Stormwater lines are located B Street and are public.. STORMWATER LINE, MANHOLE, CURB INLET 3. NRCS Soil Classification maps identify this site as having Class C soils. 4. The infiltration rate was conservatively determined to be 1" per hour. For purposes of WASTEWATER LINE, MANHOLE � F determining the rain garden size, an infiltration rate of 0.5" per hour was used. m 5. There will be three private soakage trenches sized to accommodate nuff from each POWER LINE, POWER POLE -'" home plus V3 of the driveway surface. 6. Storm drainage features are designed by separate document, and shown hereon for —w—"—"—¢ WATER LINE, METER, VALVE, FIRE HYDRANT ° graphical representation only. 7. Underground utilities shown hereon are as marked and per as -bunts. We do not FENCE LINE AS NOTED guarantee this map shows all underground utilities. I �1 8. The nearest transit facility is located near the intersection of Main Street and 54th Street and served by Lane Transit District .(LTD) Route 11. 9. This property fronts B Street, an East-West Street. 10. Elevations based on NAVD88. F The Area of development is 17,952 square feet. i11. W 12. No existing trees on subject property. 13. The nearest fire hydrant is located approximately 90 feet West of the Southwest iW a comer of subject property un the North right of way of B Street. i% Wood tott3�i Site Address Surveyor Chain link p * 5524 B Street Ryan Erickson, PLS ( Fence Ex Bldg Springfield, Oregon 97478 FOR & Associates, Inc. i 2535 B Prairie Road 1O .� OwnedApplicant Eugene, Oregon 97402 41 Chad Wilson and Katie Lewis ( 31 PO Box 5143 Engineer i `v i Eugene, Oregon 97405 Eric Favreau, P.E. Favreau Engineering �N Project Coordinator 541-55614425 ( \ Metro Planning, Inc. 846 A Street Fence Fence Springfield, Oregon 97477 (5.81 W 1 T W c — —_— c. .c. 85. c— .c —c——c--{--c---c—_—c—._o- PP with Curbinlet Sunitary MH �} Pedestal tt MadBox ; Pedestal Light Run 506 80' Rim 506.81' f __I, _ In 49928'E I I ,®Inlet 506.24' _ ��-�=^ w—�---^-•—a --TI 5.�____________ Out 499.13'S Out 503.13' SE—A.-. .,"—.. ,.—",tel M�—W�Pu— WAWA w.�8„ Concrete Pipe ,.--- ,,.�„a—..�w,v-- .—.,�»,.—...,,--,�,+,��+,�,��rw—weT—.,.—w„—,..,— .«,.�w��n„-8" Concrete Pipe Sanitary MH IT gravel B t.7 REEL (unimproved) s0' a aw _ -- Rim 807.69' � _________—_—_____—_—_— —_ _—_—_—_— _—_—_— ��- — Gut 501.04'W __Rght.,tway Storm MH >x� ___________ __ ____x___—___________ _____ I Rim 506:84' nx� ............................. _„Bottom of Duch_ _.._...1. _ 'x�nx, In 502.82' NE. 25' In 502.78' SE Curbinlet Rim 506.89' Inlet 50630' EGR & Associates Inc. METRO PLANNING, INC � . Engineers, Geologists, and Surveyors rlaq��,y ' 846 A STREET _ SPRINGFIELD, OR. 97477 PLANNING NER UMB ER 25358 Prairie Road (541)688-8322 541-302-9830 SSO CrV t �It-��,q '�1 OINKO 5116 RTJB24-36 "0I �I—�� 1� `—D'� Eugene, Oregon 97402. Fax(541)688 087 ros no. 2ao66 PLOTTER: HP DF.STG[noN JE 43032 P 0A� MEDIA: 36# BOND Ivo ") I -ID LA TENTATIVE LAND PARTITION PLAT Fence Corner sus.IECT Fenec Comer / PROPERTY PROPOSED LAYOUT 1.0• N 0.6 N FOR o.z' E as,0.a E CHAD WILSON & KATIE LEWIS a5• SE 1/4, SECTION 33, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: APRIL 06, 2021 PARCEL 3 ECIStER , 7637 SF e - ROFESSI --AL ` : (including pole) , LAND SU OR P IT SIGN , z VICINITY MAP cow 14, ZOW NOT TO SCALE N . ERICKS r ,a 55524 a o EX •� - /21 i i £cotei SCALE V= 20' 4.9'W Proposed 1.5'N driveway Fence LEGEND R2' W NOTES PARCEL 2 1. Water linea are existing and provided by Springfield Utility Board (SUB). 2. Wastewater and Stormwater lines are located Street and are public STORMWATER LINE, MANHOLE, CURB INLET _ 5814 SF (including pole) 3. NRCS Soil Classification maps identify this site as having Class C soils. LOT 3 N i 4. The infiltration rate was conservatively determined to be I"per hour. For purposes of --u—w�-� WASTEWATER LINE, MANHOLE SOAKnaE TRENCH ! determining the rain garden size, an infiltration rate of 0.5" per hour was used 19x36 PPR DETAIL -- r 1 5. There will be three private soakage trenches sized to accommodate runoff from each POWER LINE, POWER POLE 26 Access re Oz;1ny i-- home plus 113 of the driveway surface. Easement 6. Storm drainage features are designed. by separate document, and shown hereon for •—W— ¢ WATER LINE, METER, VALVE, FIRE HYDRANT i -R` �' //� Pro 4" W,� W, graphical representation only. 7 and per as -bunts. We do not a ---Y-- r FENCE LINE AS NOTED Pro. W es. guarantee this mapshows all underground utilities. 8. 'fhe nearest transit facility is located near the intersection of Main Street and 54th -- LOT 2 TR SOAKAGE ENCH - - I 's Street and served by Lane Transit District (LTD) Route 11. m'x36 PER DETAIL. 9. This property fronts B Street, an Fast -West Street. 10. Elevations based on NAVD88. i ' 1 11. The Area of development is 17,952 square feet. ' a 12. No existing trees on subject property. 13. The nearest fire hydrant is located approximately 90 feel West of the Southwest comer of subject property on the North right of way of B Street. m F" Site Address Surveyor I Wood to o 5524 B Street Ryan Erickson, PLS i link Chain link PARCEL 1 Springfield, Oregon 97478 FOR &Associates, Inc. ! Fence -"- 4501 SF 2535 B Prairie Road Owner/Applicant Eugene, Oregon 97402 in Lor t SOAKAGETRENCH `" I Chad Wilson and Katie Lewis f I 10'x36' 1'ER DETAIL _ PO Box 5143 Engineer Eugene, Oregon 97405 Eric Favreau, P.E. 5'x21' Favreau Engineering RAIN GARDEN Project Coordinator 541-556-4425 PLR DETAILII Metro Inc. 1846 A Sltreeting, Fence _ - Pro. 7,00 Peace ea W Springfield, Oregon 97477 5.8' W 13' :13' POE 5P' I [ lr4 e s [ c a Sanitary MH PP anUr Ctubinlet I Pedestal ( ° o ; x Pedestal Rim 506.81' i Light Rim 506.80 ! t 1. _______ I / inlet 506.24 Y..,—..—._-..,�,.�,;,Ta�-„ InG5 499.28'E Ou1503.13 SE-'� I __=_--,,." w_�_„—” �-.}l- _ _ —„—..— �� ------------ _ _ ___________ ur "— Out 499.13' S Concrete Pipe„—w..--,..—wR._.".,_ Concrete „—,,.,_"a--".'�� —_„„—„,—,; ao.--a„—,�,—w...`J.,a`._,�.--8” n„� Concrete Pipe A'---- Sanitary MH D �, BBSTREET ET (unimproved) width—_—_—. I' 50 Rim 507.69' ___— __—_—_—_—_—_--_ �m _—_—_——_—___—___ _—_—_-- I -o- — — _—_.�_—___—_— —_—___—___—_—_—_—_—_- R'ppi uYWay-- Out 501.04'W Storm MH (�:a,\---------------- f ----------------x--------------- /. ----------- __-_ Rim 506.84' •� In 502.82' NF 25' In 502.78' SE \ CurbInlet � I Rim 506.89' lnlet 506.30' EGR & Associates, Inc. METRO PLANNING, INC Engineers, Geologists, and Surveyors /}i 846 A STREET SPRINGFIELD, OR. 97477 25356 Prairie Road (541) 688.8322 ' 541-302-9830 PLANNING NUMBER ASSESSORS MAP/LOT: 17-02-33-42-00300, AND 00700 E '3 Eugene, Oregon 97402 Fax (541) 688-8087 JOB NO.20-066 PLOTTER: HP DESIGN JET 430 INK: HP 51640E MEDiA: 36# BOND RIJB24-36 Z �-1 TENTATIVE LAND PARTITION PLAT PROPOSED LAYOUT FOR CHAD WILSON & KATIE LEWIS SE 1/4, SECTION 33, TOWNSHIP 17 SOUTH, RANGE 2 WEST, W.M. SPRINGFIELD, LANE COUNTY, OREGON DATE PREPARED: APRIL 06, 2021 TYPICAL SOAKAGE TRENCH DESIGN FOR CHAD WILSON PARTITION ,- PROPOSED DRIVEWAY 4. DIA. OPEN 4 AC ON 12" CRUSHED ROCK GRATEICLEANOUT a-:" z 52 CRUSHED ROCK x° a �� s 1 y' >N� F,�.k`',�. � 6 ' -':. 6"sou DPIP 6"PERFORATED PIPE K DRAIN ROC2-1 IN FILTER FABREC, r . CR +1 NOT BOTTOM a - ORENCO CATCH LENGTH 36' < a+L)EN BASIN MODELWIDTH WIDTH=10 '- SCB1236-L - • > . INLETFROM p [g ( 1� _ OUTLET TO DOWNSTREAM - -O — — - - --- HOUSE/UPBTRL-AM OAKA SGE 7RENCHIDRAINAGESOAKAGE - - Sia"a i'«M . CHANNEL TRENCH xnCKr SOAKAGE TRENCH DETAIL NO SCALE SOAKAGE TRENCH NOTES: 1- SOAKAGE TRENCH = 36'X 19 X P OR EQUIVALENT SQUARE FOOTAGE. SOAKAGE CHAD MLSON P,I�RTI7J{�%1� EWAY) CHAD WILSON PARTITION (DRIVEWAY) '.. TRENCHES HAVE BEEN SPEED FOR THE 25 -YEAR STORM PER ATTACHED ONS - _-- - DRIVEWAYDETliIL ---- H. � 2. TOTAL IMPERVIOUS AREA DRAINED = 2,950 SQUARE FEET PER SOAKAGEGE TRENCH. INFILTRATION RAIN GARDEN DETAIL 1 3. SEE THE CITU OF EUGENE STORMWATER MANAGEMENT MANUAL FOR ADDITIONAL - ._.__. -.._ -.... -.. INFORMATION. 4. FILTER FABRIC MUST BE ONE OF THE FOLLOWING TYPES/BRANDS: LINO 125EX; LINO TYPAR3201; TNS E040; TNS R035; TNS RM; TNS R042: AMOCO 4535; MAHAR 140NL. - 5. DRAINAGE ROCK SHALL BE A MINIMUM 2 V2" TO 1 12' DRAIN ROCK, S. THE PIPE WITHIN THE TRENCH SHALL EITHER BE PCV D2729 OR HOPE LEACH FIELD PIPE. -- - 7. THE TRENCH BOTTOM IS TO BE INSTALLED LEVEL IN ALL DIRECTIONS. _--- --- SD-P..§pFFti EDPROF. " r,�xr� " • O,&t, qt tea, 1: •4,l�c •t0�, O eisn'E 12 NAD IM1 ILtGIr APTITIC�P: G4 ,.x121d_RAVP�, T-1 \fR+C�`iA�AfR AY PF ?RATICINRAI�I T� 3302 G03(1(IS (f� 30 sOft«.GtfN� _ F °M1 f `1Q�� 17-02 34200 O FA ,DPIV� A/JEAI., E41NEFQl gni er,e�s _- __.. GARUN OLTAiI- -- ---- """' _- —.._ __. -- _ t B 12v"Jf .t DATE.N11R1 C RE' - f ,'y =I CTE�9,L e e, PT -yqy 4. FAv CHAD WILSON PARTITION TYPICAL'.-_ TL 17-02.3312-00300&00700 SOAKAGE TRENCH DESIGN DETAIL. _ PAV_ REAU ENGINEERING METRO PLANNING, INC 846 A STREETSPRINGFIELD, L OR. 97477PLANNING NUMBER 541-302-9830 ASSESSORS MAP/LOT: 17-02-33-42-00300, AND 00700 JOB NO.2M66 PLOTTER: HP DESIGN JET 410 INK: HP 51640A MEDIA: 36# BOND RIJB24-36 z _p � ✓ V'T