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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/22/2009 (2) ec.J ;-1-,Ov-- 1t If VECINITY MAP - NO SCALE "- TENTATIVE LAND DIVISION PLAN FOR: JAMES SCOTT MCKEE MAP NO. 17-03-24-31 TAX LOT 1300 SPRINGFIELD, OR 'ft!!!t'I- --- ~ NOTE: PARCEL 2 WILL CONNECT TO POWER PHONE AND BROADBAND AT NE CORNER OF PROPERTY THRU A 7' PUBLIC UTILITY EASEMENT - ~~~- --,..--"", (!' """.. -. i' ~... I ..,. I · _... -~l .,.""'" -- rh !.. I I lOa I "'II'-':r:'I-IMo........... - ~~ =-'111 I:::: ,- 0..::.. ~-::'ii I - ~ "::"" - ".-- 10 ~ :i.J.. --:!. - -r I'IImIItRd i:II.---ool.I ~ IO~ - ~ ) u - ~.' I: 1" ....- ~'l.~ _..'11 _;- .!' , - = ~ . 11"_ "=- ~lIffl' __ -"~1 i lr'_1llI i-' " 77 ..,,- It ...0.. ....N.'l1 PROPERTY PARCEL III PARTITION PLAT NO. 94-P0549 BROAD BAND PHONE . POWER LANDOWNER: JAMES SCOTT MCKEE SURVEYOR: ROB WARD WARD NORTHWEST INC. P.O. BOX 105 FLORENCE, OR 97439 DAN OLMSTEAD EGR & ASSOCIATES 2535B PRAIRIE ROAD EUGENE, OR 97402 LD (LOW DENSITY) NS9042'12"W 109.71' S4021'55"W LC=11.69' R=75.00' A=11.70' T=5.86' D=8056'22" ENGINEER: EXISTING ZONING: N89042'12"W 104.39' . o o Iii )(4563 ... ..............................................................~.............~ ,................................,.., ,.. ,.............. ",...................................,..,.... .............,.........,....",... .. N21 017'38"E 456.2 ..:/ LC=32.36' R=75.00' A=32.62' FLOOD ZONE: PROPERTY IS DESIGNATED AS BEING OUTSIDE THE SOO-YEAR FLOOD ZONE. SEE FIRM MAP NO. 41039C1153 COMMUNITY NO. 415592 TIME OF TRAVEL ZONE: ZONE OF CONTRIBUTION FOR A WELL HEAD AT 16TH AND Q STREET. SOIL TYPE: MALABON SILTY CLAY LOAM -100% OF PROPERTY ;... IlJ .,; ~ SHED X456.0 "4565 X456 0 L 5' DRAIN TILE EASEMENT PER EASEMENT RECORDED MAY 14,1965, RECEPTION NO. 3301, LANE COUNTY, OR. ~ .- 10.00' LEGEND NEW PARCEL 1 10440 SqFt NEW PARCEL 2 9001 SqFt BUILDABLE AREA PARCEL 2 )( Iil'l -0- o . i8I ISI 8 STREET LIGHT WATER METER UTILITY POLE EXISTING CORNER PROPOSED CORNER IRRIGATION VALVE WATER VALVE CHERRY TREE SPOT ELEVATIONS PHONE RISER FENCE LINE CURBLlNE WEEP HOLE PRIVATE SEWER EASEMENT PARCEL 1 TO PARCEL 2 BUILDABLE AREA OUTLINE PARCEL 2 i--- SEPTIC TANK I LOCATION ! TO BE DECOMMISSIONED ri X456.9 456.8 >< PROPOSED PARTITION LINE DECK - BUILDABLE AREA PARCEL 2 )(456.7 x o z o o o .... W o :E NOTE: NO CUT OR FILL REQUIRED. GROUND IS FLAT. REFER TO SPOT ELEVATIONS. / / / I i4551 / If / / / 1 N16049'25"E ...... ...... I LC=72.79' ......'..... R=125.00' / - A=73.86' I T=38.04' I D=33051 '17" , X 455.2 , I I I f I I !~ I I en m n m~ 00 0)> "0 010 01- - -l .,,- )>0 (i)Z mO ....m COr ;:0 o en m ISI . - - o o o q 11111..111..........111111......1111 EXISTING HOME 10.00' NOTE: CEL NO CUT OF FILL REQUIRED FOR EITHER PAR . BOTH PARCELS ARE ALMOST FLAT. o )(456; INSTALL . CLEANOUT ,;) I ---- NOTE; FIRE HYDRANT +1- 110 FEET ---- WEST OF SOUTHWEST CORNER OF PROPOSED PARCEL 1. 7'P.U.E. I l'455.. I / / .; / h55.2 .'><::5';-.... 16.00' )( SIDEWALK / DRIVEWAY _ HANDICAP RAMP / <l- NOTE: STORM WATER FLOWS TO <l- CATCHBASIN AT INTERSECTION OF DELROSE AND 16TH STREET. <l= 6" SEWER LATERAL o __f'-: -- ~ '" I - REGISTERED I i PROFESSIONAL- I LAND SURVEYOR ~~eV-ft I ~OBERT ~":"G~~D JR. '[ JULY 30, 1976 \. L5 1091 RENEWAL DATE: 6/30/2010 CURB FACE \ ------------X--__ x-------------------------- 455.1 ~, X ------ - - - - - - - - .i54 '8 - 454.9 , ;.1 ~::~~ICAP ~/ \455.1 \ \ \ ~4551 I I I o o ---0------- - '" x- - -- 454.3 S89042'1~E 181.11' :-> () "--FILE NAME 07-95.TRV ~L;ALt::. UA I t:. 10Ft/In 4.3-2009 RBW I JOEl KEVISION SHt:t: I \..07.95 #1 111 This map t.l'bwn WIth I foCAVERS : PC, :sottware , UKAVVN tS'( NOTE: REVISION #1 AS-BUILT LOCATION OF SEWER LINE TO PARCEL 2 Traverse PC / / / / / / /!f / fEC / Ca / i!Q: / ffltJ .::.;.::.; / ~~ / gt:t / I I I I I I I u.. I 001- I -0- I-zlfj cnQa: :i!:1-1- I OU(fJ I ..Jw~ u.(fJ a:a:w ww> I 1-1-0 I <(;?;z :i!:1-<( <( I ::;z~ a:_ I ocncn 1-<(5 (fJalo ..:r:z I WU~ 1-1- I O<(e> zu ~ I I ~454,7 ~454,7 I I I I I I I I I I I I I I I I I I I , I I I J ~454.B I I ~454 B I I / I / I I / I / ! 1 / / / 1 / I X 1454.9 / / / / / / / / / / / / / / / / / /455.0 / / / I I / / I 6"PVC-WATER - - - '\ \ \ \ ~ -- I [!]J~ ---- I --- - - "'t' 16.00' / / /4550 / I / / / ! 1 1 I , r455.1 I J I I I I I I ->;'455 2 I I I I I I I I I I I I I I I I ~455,3 I I I I I I I I I f 455.3 I I I I I I I I I I I I I \ I I I NOTE: COMMUNITY MAILBOX LOCATED =1- 174 FEET SOUTHERLY FROM THE SE CORNER OF PARCEL 2, ALONG THE EAST SIDE OF GRAND VISTA DRIVE \ f o 10' ~ NOTE BENCHMARK IS SEWER MANHOLE RIM WITH ELEVATION OF 455.58' PER SEWER INFRASTRUCTURE SHEET NO. G05, DATED 3-24-2000 Ward NorthWest, Inc. Land Surveying & Forestry P.o. Sole 1INS FIotwJce, OR 117m (541) 1117.f201 (lOG) 4fO.3OO2 (541) II'! !OIS F81c: (541) 1117..." . I I I I I I I I I CLEAN OUT ~ : I RIM EL = 455 58 L1DEL=455.18 I ____________________, FLEL=44961 - -!- - - - - - - - - - - - - - - - - .S" SEWER L1NE_ - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ - r l · ---------- -j SEWER --------------------------- I ~OO~ - -- - - DEL RDSE AVENUE. - - - - - - - - - - - - - I I I I I I I I I I I I I I Yll0 ~b PRE-SUBMITTAL REC'O ?Q.~ -z,oo . OO( fJ; fp~ 1 MAY 222009 PR-E -SU6M.[!T1tL MlC') (I 'Pld / Sc..oli M c.~