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Home My WebLink AboutPlan, Tentative APPLICANT 12/1/2006 ~" 2 3 TEl\JTATIVE PARTITION MAP FOR DUANE KNIGHTS ?'}flRlJ AJJJJI: N.E. 1/4, SEC. 6, T.18S., R.2w., W.M. 1'lON 1'0 NkAlJOPI c~ SPRINGFIELD, LANE COUNTY, OREGON 6 'EN J:STA1'J:sDECEMBER 1, 2006 6 SCALE 1" = 80' '~" o ---..-<'--- . . s - . ---', 79. 34 · 00 II 12"Cottonwood' E --- 110' --- -- --- 7 I \ , I I I " Z t-4 <( L '~ W \- <( . 2006-Pl883 " TAX LOT 802 PCL 1 r tl .., L ... ... ... '"' ... ... ... ... ... ... ... .. ... .... ... ... ... ... ... ~ TAX LOT 2602 '\. " ,. ..." "...."""...".......,...... '" J 1211 DONDENA STREET EXISTING RESIDENTIAL BUILDING ~ PROPOSED POTABLE WATER WELL I~, I " UTILITY POLE UTILITY' , X 21.9..l)' PUBLIC ACCESS EAS ENT (FUTURE RIG -OF-WAY) TAX LOT 400 --- <1 -- -- EXlSII NG / 10' CONCRETE <s IS'" -J.J TAX LOT 600 DRIVEWAY 4 <$ ~-,- .4, .& 4 4, ~ <t <t 41 1; 4 .s L. A TAX LOT 600 TAX LOT 608 TAX LOT 800 I. ALL UTILITIES WILL BE PLACED UNDERGROUND. 2. DRAINAGE FOR THE FUTURE RESIDENTIAL STRUCTURES WILL BE DIRECTED TO INDIVIDUAL PRIVA TE DR YWELLS. THE RUNOFF FROM FUTURE AND PROPOSED DRIVEWAYS WILL BE DIRECTED TO VEGETATED SIDE FILTER STRIPS WHICH WILL RUN AL ONG SIDE OF THE DRIVEWAYS. THE FIL TER STRIPS WILL HA VE A DEPTH OF SIX INCHES AND A 4:1 SIDE SLOPE. THE BOTTOM OF THE STRIP WILL HAVE A WIDTH OF ONE FOOT MINIMUM. 3. THE PROPOSED POTABLE WATER WELL WILL SERVE THE THREE RESIDENTIAL STRUCTURES. THE WATER LINES WILL BE PLACED IN THE 5' PRIVATE WATER EASEMENT. ALL SEPTIC DRAIN FIELDS AND TANKS (INCLUDING OFF-SITE SEPTIC SYSTEMS) ARE OUTSIDE OF THE 100 FEET SETBACK FROM THE WELL 4. THE RESIDENTIAL STRUCTURES WILL USE INDIVIDUAL SEPTIC SYSTEMS FOR WASTEWATER TREATMENT AND DISPOSAL THE SEPTIC SYSTEM FOR PROPOSED PARCEL 3 HAS BEEN APPROVED BY LANE COUNTY AND INSTALLED. LANE COUNTY APPROVAL WILL BE OBTAINED PRIOR TO THE INST ALLA TlON OF THE SEPTIC SYSTEM FOR PROPOSED PARCELS I AND 2. RESERVE AREAS ARE ALSO DEPICTED ON THE PLANS. THE FOLLOWING IS THE DRAIN FIELD LENGTHS: EXISTING PROPERTY LINES PROPOSED PROPERTY LINES " " , " " " " " " " " " , EXISTING ASPHAL T :. :: ii EXISTING FENCE _, _ OHP - ' ,-- EXISTING OVERHEAD POWER . JUT JOINT UTILITY TRENCH PROPOSED NEW DRIVEWA Y WIDENING * EXISTING DECIDUOUS J J... - - !!fAIN STREET LEGEND NOTES: ~ ~ C/) ~ ~ c:: ~ " I 30 1 >- 0 ltJ f':l i:i:I ~ N ~ ~ ~ '<::( ,/ -J I ~ - " '" ./ EXISTING CONCRETE IOWI LSIJ DRYWELL SEP TIC TANK - ,-:----, L__---1 BUILDING ENVELOPE --- -- IRRECOVERABLE EASEMENT EASEMENT "-._,,- 502 SITE ELEVATIONS FLOW ARROW TELEPHONE RISE:R Dat~ R~g;ived:. / J/~hoot Planner: AL . PROPOSED STREET TREE / /~ ..-/' r REGISTEREO.':.'~ PROFESSIONAL LAND SYRVEYOR ~ 4. LiL V ...: co 5' [j] PARCEL I PARCEL 2 PARCEL 3 PROPOSED 225 FT 225 FT- 225 FT RESERVE 225 FT 225 FT 225 FT rbP SOIL Branch Engineering, Inc. 310 Fifth street Springfield, Oregon 97477 (541)746-0637 FAX (541)746-0389 branchadmin@)branchengineering.com Civil · Structures · Transportation · Surveying OREGON SEPT. 23. 1977 JAMES A. BRANCH \... 1/38 DECEMBER 31. 2007 -:/,' ~ ~~ ,f ~ ./ SCALE: NONE --- ~I TAX LOT 2600 ttfJOlt7. P~:LDOlrOOIO! 'D~a-ne, l<.J1ij,hfs .?ttae ( 0 f 2- PROJECT NO. 06-205 & TAX MAP 18-02-06-42. ~~" I~- 2 SITE ASSESSMENT OF EXIS'11ING CONDITIONS DUANE KNIGHTS 7'}flRlJAJJJJI: N.E. 1/4, SEC. 6, T.18S., R.2W., W.M. 4 1'10N 1'0 NkAJJoPl "n SPRINGFIELD, LANE COUNTY, OREGON ~/'TfYCLONE FEN v-dEEN E TO RP9~~URING CS~~{ 6 'STA1'J:S DECEMBER 1,. 2006 SCALE 1" = 30' I \ \ I I 8 I If-W -! Xl <t :..) I I~ rf ~ .JJ ~ (, tJ ~ t ~ ~ t i:j <( t ~ ~I ::3 .J' r 1:r 4' WOOD FENC ~ " ~:I .1:,'$ TO REMAIN. 4 NOOD F ENq;E : :: \: :: -., TO BE REtJl:]~FJJ",,; / . 18' ~ I ~ Ale ~ I: - ; 1:: d ~ 40' ~ J ~.O.w. ~ i ..' .~! t\l: ~ / I I T I 7 I 0 ';~I \, . . 4.}1 \ I, I n. ~ ,. / '~'.' 1:':::;'1 \, I ::\ ~N I . '~. I ct, \\ ;~ ~, I ,; I, lJj~ I I :;' ~~~ I t!i& I \! tJ~ ; I I :1- I O::I~ I t5 o:lf: w ~ I, I I ! LL':dj; :~ ~ 6 j I I I I 0;:0::: : ..-.....:r: ; I IOw'--~' CL ' I la:ffi:1.O I'''''~ I I ,$. ;0 ~~ ~ I I . ff ,. I I ~:' 0 ~ : :.J I /..q-: U) ;:::s : ~ <i1 Q · ' , . --l, '-- __ 1 . t.~Gt" :g . E5 --___ ! 4 4 < ~- . ,,46.64, 'lIQ0 1 ~ EXISTING - - - - - - - - _ \' <- ~ f ~ -' ~ lL ~" '" [ ?: . :::> 10' CONCRETE ----___..... J 4"'" ~ - 4 ~ --- - ~ _ , WATER~I DRIVEWAY ~_~~~3~~ ~~ <l ",.4.q 4 TAX LOT 400 TAX LOT 2602 w u z ~,' to f- ............., ,......,',.......,..."...~ 6 1211 DONDENA STREET EXISTING RESIDENTIAL BUILDING l"'- I":: (XL ..q-.' ..- ,. 2006-Pl883 T.AX LOT 802 PCL 1 ~ \ \ :.: ':.5> \ ~ b fa lkJ (J) <.r> z ;:= (I) - , ~ Gi :t' w o ~ ,.,., ;, N N ,~ ~" . C) a~ Wo :r:~ U)w <.r>t:r :2:: ( ~ lr5 8"WILLOW i .'~ GJ~ REMO~ED UTIUW POLEY-' .--.c." - '_" _ \ -----~f~C;-' '- \ -OHP_., GF\ 4 " ,\ -- . , - , --~ ~~~ '-. --__ "N Be- ~ ------- \ ;/ ~" --::r--../-. . -- .q -- -- -...... .............. --.. EXISTING 15' EASEMENT- BENEFITING TL 501 " b z, T AX LOT 304 PCL8 UTILITY POLE OlfNER It APPUCANT: DUANE KNIGHT 2258 N. 33rd STREET SPRINGFIELD, OREGON 97477 ADDRESS GARDEN A VENUE SPRWGF~LD, OREGON EXISTING USE: RESIDENTIAL DESCRIPTION: TAX MAP 18-02-06~42 TAX LOT 2600 ELls ,ATIONS BASJ!ju ON: THE BASE MAP ELEVATIONS WERE ESTABLISHED AND PREPARED BY KRUSH AND ASSOCIA TES. MARVIN KRUSH, P.S.L. 1643. '-- -- .4 <I <1 .\ · 4 ,~__ ~4'~ T.AX LOT 601 TAX roT 500 41 A4t --~ ~ 4 4 TAX LOT 6CD ------- TAX LOT 603 TAX IJJT 800 ZONING: LDR - L OW DENSITY RESIDENTIAL UF-IO URBANIZABLE FRINGE OVERLAY DISTRICT METRO PLAN DESIGNATION: LDR - LOW DENSITY RESIDENTIAL (THIS INCLUDES PROPERTY WITHIN 100 FEETJ EARJ.t1 WORK CUT AND FILL WILL BE ASSOCIA TED WITH THE WIDENING OF THE DRIVEWAY, TRENCHING, AND CONSTRUCTION OF THE SWALE. NO DIGGING WILL OCCUR PRIOR TO CITY APPROVAL OF A LDAP PERMIT IF REQUIRED. LEGEND J MAIN STREET FLOOD."AY: BASED ON FIRM MAP NO. 41039CII61 F, EFFECTIVE DA TE: JUNE 2 1999, THIS PROPERTY IS IN ZONE X AND IS WELL OUTSIDE THE 500 YEAR FLOOD WA Y. SOIL TYPES ACCORDING TO THE SOILS SURVEY OF LANE COUNTY, THE EXISTING SOIL IS CHAPMAN-URBAN LAND COMPLEX (25) HAS A WATER TABLE GREATER THAN 6 FEET DEEP. PERMEABILITY IS AS FOLLOWS: SITE BOUNDARY EXISTING PROPERTY LINES EXISTING ASPHAL T '" .. .f EXISTING CONCRETE EXISTING BUILDING/ BUILDING SITE - - '\ '- '- ..... '...... " " -, ...... ..... '- " " . " ;1 l; " " EXISTING FENCE . '-OHP- . EXISTING OVERHEAD POWER 502 SITE ELEVATIONS IOWI III TELEPHONE RISER I slj EXISTING DECIDUOUS Date Received ".PlfttJ.i: , /5 Planner: Al ~J o DRYWELL SEPTIC TANK I 30 I 'l'IJIE OF TRAVEL: THIS PROPERTY IS BETWEEN THE ONE AND FIVE YEAR TIME OF TRA VEL ZONES. lfATE.KCOURSBS NO WA TERCOURSES OR RIPARIAN SETBACKS ARE LOCA TED WITHIN OR NEAR THE PROJECT SITE ACCORDING TO THE WATER QUALITY LIMITED WATERCOURSE MAP. DEPTH (IN) 0-8 8 - 42 42 - 50 50 - 60 PERMEABILITY (/N/HR) 0.6 - 2.0 0.6 - 2.0 2.0 - 6.0 6.0 - 20 lrl ~ <:{ -J ~ N '~~~t.\) PROFrs " ' d:,:)@,Gl:~ "/fj(tt~'f \ u \ ~?REGOr~t J t y!~~ST 22$(~ p' '~ A. \)~~. Expires December 3ft 2007 f >- l&J i':i '" ~ ~ REGISTERED PROFESSIONAL frAND SURVEYOR ~Branch Engineering, Inc.? vv JiM-- ~J 310 Fifth Street OREGON Springfield, Oregon 97477 SEPT. 23. 1977 (541)746-0637 FAX (541)746-0389 ' JAMES ~~ BRANCH branchadmin@branchengineering.com ' DECEMBER 31, 2007 ~, ~1TE AREA: 1.28 ACRES I ---- is ,~ I ~ / SCALE: NONE ,~TAX MAP 18-02-06-42. TAX LOT 2600 I I "I Civil · Structures · Transportation · Surveying !~ J2-I. {O(p, Pl2E: ;Ll)()~.-- 00' () , n1> PROJECT NO. 06-205 2,,, f 2-