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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/28/2008 \ \ \ >~ j . :s: o n::: o j:s: c.o 0 n::: ~~E HYDRANT ~/ . .. j f @ ~ ~. ~ t:::.. ~ '-4 a ('\J j \' UGHT & UTUJ1Y POLE 8.5' pLANTER ~ STRIP 0 3- TREE \ 5' CONC. SIDEWALK N 89& 49'ob" W PHONE RISER"gJ r.\ . . ". TREE0 rJ" ~ l{) ~ ~ "'.... !? ~ o -.;t LOT 1 8.5 ~ (0 OJ ~ 0 ~ Ii! g f ~ ~ Q:) LOT 2 L[) L[) o l'- to W ~ o ~ r: o o ~ 0r- b <&" z ~ "j / 20.0 IX) Qi... l.{) .- o L[) , . CATCH BASIN EX. CATCH BASIN 11 . 4"-WATER- -- ~ j 2B' R i~ LOT 4 "--- IX) Q) ~ 20.0 ~0 t:::.. ~ ~ o LO oi 01 HAYDEN BRIDGE WAY PROPOSED 7' P .U.E. I 112.21 \ - o WATER METER ~. Cy.#-,~!$ \be . 0 .Q: 13 .~ '0 /~ ... 25.7 26" FIR o PARCEL 2 AREA = 19,899 SQ. FT. .456 ACRE +- N l{) ~ UllUTY POLE N 89.49'OOnOW 112.74 LOT 8 PARNELIr- V A NCHURA PLAT EXISTING HOUSE 367 HAYDEN BRIDGE WAY 26- WALNUT o PARCEL 1 AREA = 21,780 SQ. FT. .5 ACRE + OR - SHED N 89049'00J1 W 112.49 18.5 b cO ..- PROPOSED PROPOSED CONCRETE HAMMERHEAD DRNF:WAY nJRNAROUND 779 sqft .0 3.141 sqft ...f ~ 36.0' g 18.5 ci N ..- i ~ o z o o ~ PROPOSED NE'N HOME ::>> I 1: 3264sqft SINGLE STORY b b ~ o OJ CD o 12- APPLE ..... 29.6 PROPOSED 33% iMPERVIOUS SURFACES \ 40.0' j LOT 4 (j) (E) / U lIU 1Y I-'OU:. ...... TL 3200 (Q ~ l'0 01 or- L() L() o f'. f") \ L() o f'. n S .. .. o o .. CD o b PARCEL 3 (f) z:.... ~ co 0:; I lO C C ~ ~ '-4 m (0 . c.o 1'- """" ..... PARCEL 2 ~~'I\~ ! 'J~l ~ ~~1~ HAYDEN BRIDGE WAY tJ .~ w ~ ~ I l/ w ~ % > GREEmALE fr: ~ 0 ~ \ DRIVE W \ --1 c3 ~ V1CINlT't' MAP tJ ~~(]EN W W - tJr.;t: > NO SCALE ~ ROAD 0 n:: <..9 i!= l{) WOODlANE AVENUE // ~ TENT A TIVE PARTITION PLAN APPLICANTl JEFF THIELKE 1175 ASH GROVE LOOP CRES~EL~ OR 97426 KRUSH AND ASSOCIATES 607 HIGHV A Y 99 NORTH EUGENEJ DR 97401 (541) 686-9211 LDR 17-03-26-21 #3300 367 HAYDEN BPTDGF RnAD SPRINGFIELDJ DR 97477 SURVEYORI ZONINGI LOCA TlONI UTILITIESI POVER == S.U.B. \J A TER ;:: RAINBOW' \J ATER DISTRICT SEW'ER == INDIVIDUAL SEPTIC SYSTEM PHONE ;:: QW'EST GAS == N\J NATURAL MARCH 14J 2008 DATE. NOTES: 1. NO NEW FENCING OR LANDSCAPING IS PROPOSED. 2. STORM WATER WILL DRAIN TO CATCH BASINS ALONG CURB. 3. THERE ARE 2 EXISTING STREET TREES ADJACENT TO THE PROPERTY AND NO NEW ONES ARE PROPOSED. 4. THERE IS AN EXISTING STREET LIGHT ADJACENT TO THE PROPERTY AT THE NORTHWEST CORNER. 5. ELEVATIONS ARE BASED ON BENCHMARK PNO 212, BEING A SQUARE IN THE TOP FACE OF THE CURB WEST END OF CURB RETURN, SOUTHWEST CORNER OF INTERSECTION 18TH AND G STREET. ELEv'ATJON = 461.60 6. THERE ARE NO EXISTING Wk> I t:.WATER LINES ADJACENT TO THIS PARCEL. A SEPTIC SYSTEM IS BEING USED. 7. THE NEAREST TRANSIT FACILITIES ARE LOCAJED ON HAYDEN BRIDGE WAY. ABOUT 180 FEET TO THE FAST OF THIS PARCEL 8. DEVELOPMENT AREA = 41680 SQ.FT. (0.96 ACRES). ~ , REGISTERED PROFESSIONAL LAND SURVE~R ? _ --" w.-: ~ OREGON . . . : JULY '4, 1978 t;J MARVIN S. KRUSH 1643 EX? JUNE 30, 2009 , '" l R MAY 2 8 2008 ~Ezro8 -CC033 p~-PMmnON l~anuE