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Map APPLICANT 7/13/2007 (2)
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" 116 , .. , .. .... .. 16 f ... l!.::.., Yp'", ",., "' ~ 115 ~? .I, (~\ I 0 -:1\~ <) ~,~ ~~'0~ C)'r\ t ! ~ I \,,1 . .; l: , I:;; f (,.. --: ,: ~ , "1. " . JI~ : , ... or. ~ . t~ " i: -~'- "" tI" 114 IA,r ...1'1 .,. 113 ~ j.~J" "..,. ,.1' , I ~.... ~.. ~.. 112 '\~. "- " ,.. 1 2 ,'" '\'..... :\ ~ ~ ~ ~ 'f\ ~ ~' '( 9 _ 1jt."~ :1 ~ ~ , .... ,,.I ~, ftf ,.. ~ ,. 11"'~" ~ ~f'" 0 ~ 'b ~ , \ \ ~ -V,A (<\ i\ , I \ :\ ~I" ,,\- "'~ 1 I 1 I 1 I I I I I 1 I I I I 1 I , 1 -.. ~ I ~}/I \ \ \ \ \.. \ \ \ \ \, \\ \\ \ \.. ~ it ,.... ",I" ~;. 1\ ~ \~ \\, \ , TAX lO~ EO ON 18-'~~P3-23 \ ).- O./. H. , J /rA.fd""~"D ~~ ~~ MAP ~ ~ ~: ~ .I:. ~ " ... a. 2 i '" . ~~ ~~ "~5400~.~ ,i .. :~~ 1 ~~ <(,., ~":''A ~:.~ oy() ?-~ x i6 <f.~ {(j- . ~~/ r~.J .LC.t./ \ \ J;'~' ...:/ J'/ \ CANCELLED 109 120 121 400 4700 5100 6102 6104 6107 6114 r') o C-..I o CO ~ L&J L&J en "--'1 }:> /"'-"" I I '--,/ .... ,/' )1 .~ \"-,,, ',,-."" ):-> / r... O I! I ,-J .; I r... I ! I ../ J--...> ....... I .,.v' I I I < S; (f) ( n v / r-.. <- ( : '--'" I I I L/ I 1.13.~7 Ibf2 ...., ~" - ~' ! 190~. 4' ~ I ""','JI " ....J ~ /q 27 'I.: \ f · "{ . ' : ~ ~ I ~,' J '" fA 2000 '. ~ .\ , ~~ ~: L R..P~ 007. tJ ~ CJ~~ J2cn Ga/cer~ A-J1Jt.t!Ktdt ~ ASS-SSV \ -AXA-- 0 \ O\_y =-o=< A\'J APPROXIMA TE 1/16 TH CORNER , , , I I , I , , " , , , , , , , I I I I I , , I , , , , , , ~ ~ o N o 00 ..... () () () (I) () 0) o o <h ~ :::E () (~ (~ L&J L&J (/) ()J (f o 0: () () () () () () o -o--e e-o-e e-o () () -..- () (Xl (~ (! CI: .J~ _ _ _ ( }...-- 500 0.83 AC, (~ c:i ('" (F CI: o (y: (~ 600 O,93AC, s 1/4 DATE REVISION 03/20/0: CANC. 1200 INTO HORNING VIE.., 4/23/07 L.L.A. BETIJEfN TL'S 100 8. 200 EUPLOYEE LCATl30 LCATllS q If) (~ ('~ CI: (i (~O 700 0.93 AC, S :.C. 4. 18S. COU \J-Y ~.2W . '.J W.vi. 18 02 04 14 ~A) 83/91 SCALE 1" = 1 00' SEE MAP 18 02 04 11 I i ~ ! : i 1 . 20'1, I 3P'1 !~~II: . I I ! l-h: . I: I I ::l I I I ~ Jl.1-W- -,-.... I I I I I I I , I I I In I V;lll~ I ~ I I', ~ I I I I ~ I I I I, 5 I III (I: I I Ll 35.72' L2 54.68' L3 56.98' L4 6.2S' LS 6.25' L6 6.25' L 7 6.25' 30' 14 o ... EAST 477.63' ~ \ S 89.58'30' E 194,40' 225.00' ---------.--- APPROXIM'A TE 1/16 TH CORNER \JEST 477.63' 100 0.67 AC, iR0 rn. ~~ 00 ~1Il LINE TABLE CURVE TA.t3LE CANCELLED 1300 1200 N 16'57'36' E S 52.42'13' E S 52.42'12' E S 89'58'30' E S 89'58'30' E S 89.58'30' E S 89'S8'30' E Cl LC=135.30' N 40.22'17' R=420.00' 6 'IS.32'IS' C2 LC=64.44' N 51'37'50' R=4S0.00' 6 07.41'52' C3 LC-75.10' N 43'17'41' R=480.00' 6 Oa'58'2S' C4 LC=UO,OO' N 32'13'41' R=4SQ.OO' 6 13.09'34' C5 LC=9l.12' N 20'12'06' R-4aO.00' 6 10'53'36. \JEST 477.63' ., i 800 0,94 AC. o 0 :: 0 0 0 0 0 G ~Esb 't37:~' 0 0 0 0, 0 \-- ~ N 10.59'02' 6 07'32:33' N 06'36'23' 6 01'12'46' S 17'26'47' 6 22"53'34 S 34'26'47 6 11'06'26' N 36.4.4'09' 6 ....'11'41. N ,7'28' 604'41'42' N 45.01'30' 6 90'00'00' N 44.Sa'30' 6 90'00'00' S 45'01'30' 6 90'00'00.' o .... ~~o. ~_'J) C6 LC"63,14' Re480.00' C7 LC-I0.16' R"480.00' C8 LCaSl.6Q' Ral30.00' C9 LCe25,16' R=l30.GO' CI0 LC=3S.30' R=310.00' ~ ........-:- ~8~~'~ 0 0 0 0 C 'lJ.4ql;.:~16'ct g979 S 89.43' E I () I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~I~ olll' ~I~ wlW iulia 81g ZIZ I I I I I I I I I I I I I I I I I I I I I I I I () I I () I -"-"-"-"'U U u ~TG 'LE~~s~.~~~ RQAP_.._..._...+..._........-:. "_"_"_.,_,._ . I _ l\J!~82.1 ,..:~ .L.R,.O 469.~0~.- S 89'48'30' E 401.00' f 89.44'02. E ' l..L ......'uu.yutr' - _ , 123.92iH' 8- -.. -.. _.. -..-..-.. - i.(G~ ..Bp._ ~1~)_, , I , , , I , I I I , ;; ~ Z ....-- """"'- 900 1 ,88 AC. Q ;\l !2 w i\j o o Z :I: r;r. . ......... \JEST 477.63' S 89.43' e: 477.63' \ \ c] I Q I q d I 2l I J! I .)1 I 01 I \ . CI1 LC-25,40' R=310.0D' \ ,Cia L.C=t4,14' R=10.00' C13. LCaI4.14' Rel0,OO' C14 LC=14.14' Ral0,OO' CI5 LC-14.14' N 45'00'54' R"10,OO' '6 89'58'47' C16 LC::14.14' S 44.59'07' R=10.00' 6 90'01'13' C17 LC=14,14' N 73'46'37' R"10.00' 6 90.00'00' CIS LC=25.20' S 53'59'04' R=100,OO' 6 14'28'38' CI9 LC=124.16' S 08.22'22' R::I00.oo' 6 76'44'45' C20 LC=22,90' N2S'37'I9' R=ISo.oo' 6 08'45'23' C21 LC=29.J<j' N IS'37'19' R=ISQ.OO' 6 11'14'37' C22 LC=8.66' S 35'39'32' R=IQ.OO' 6 S1'19'04' C23 LC=S3.04' N 26'06'48' R=46,00' 6 70.24'31' C<:4 LC=20.78' N22'08'41' R=46.00' 6 26'06'28' C25 LC=20.S2' N 48.05'01' R=46.00' 6 25'46'12' C26 LC=3S.94' N 83.57'51. R"46.00' 6 4S'S9'29' C27 LC=20.S1' S 60.09'22' R=46.00' 6 25.46'06' C28 LC=49.51' S 14'43'01' R=46.00' 6 65'06'35' C29 LC=la.72" S 29'34'40' R=46.00' 6 23'28'48' C30 LC=8.66' N 15"39'32' R=10,OO' 6 51'19'04' C31 LC=34.73' N 20.00'00' R=100.00' 6 20'00'00' C32 LC=22,75' S 25'39'03' R=IS0,OO' 6 08'41'54' C33 LC=90,l1' S 03'49'20. R=IS0.oo' 6 34"57'31' C34 LC=61.45' S 25.28'37' R=ISQ.OO' 6 23.38'25' C3S LC=20.04' S 41'07'39' R=15Q.OO' 6 07'39'39' C36 LC=42.44' S 53.0S'26' R=IS0.00' 6./---....s'54. C37 LC=14.43' N ,('45' R=IQ.OO' 6 92.23'17' C38 LC=178.65' S 15.36'42' R=12S.00' 6 91.13'23. C39 LC=43.41' N 20.00'00' R=125.oo' 6 20.00'00' C40 LC=54.76' N 34'23'18' R=28Q.OO' 6 11'13'23' C41 LC=93.56' S 23.00'00. R=160,oo' 6 34.00'00' C42 LC=357,SI' N 29'24'20' R=450.oo' 6 46"48'39' C43 LC=38,51' N 35'34'57' R=2SO.oo' 6 08'50'06' C44 LC=SS.S3' S 31.35'50' R=I90.QO' 6 16'48'21' C45 LC=S6.80' S 14"35'50. R=19o.oo' 6 17'11'39' C46 LC'=2.S6' S 06'10'28' R=190.03' 6 00.46'17' C47 LC=60.83' N 10"30'07' R=420.00' 6< ~1'22' C48 LC=60.01' N ._ ..5'07' R=420.00' 6 08.11'3a' C49 LC=60.45" N 26"58'32' R=420.00' 6 08'15'11' C50 LC=14.l4' S 44.58'30' R=10.00' 6 90'00'00' 9,OOOM o 0 ...... w +35.~6 6.643M 1000 5.39 AC, LU 0+155.885 PC :J: f- ::> o (I) t") N t") o N o 00 T- o a; l\J If) 0- <( ::E L&J W (I) w o ~ h o Z \ \ \ LR LU \ 13 98.89' EAST ~ 3300 y,18 AC. fu~OO' 135.00' . - :! )( MT, VERNON ~ (j-I{!j.l C : ~ .! ~~ ~ {) 0' €t /(;).:: '-::-' 0 ~\~ . ..-..-- \~ S 89'~'43' E ::.. ROAD EXT. (j<-/# G-<:'J;- c~ Q~ G'(1'Q , , 'J)~ ':J)~ , 30' @bE: :,.. Ef 'r;:, :. ./e;;"-{: J' t:~ "'- 9.114 T9.143Mj :r ;;0 :0 :+ j8; :~ ;~ 'l\J :0 :" :-l :r :;0 1'i' :ll' 1~ :in '(Xl (Xl ,." o " 1100 1,46 AC. ~\~ ~\t 0:>', 0' ~\C& -0:, -..1 :"\-0 ~\?\ ; !TAX LOTTED ON 18 0203 I I I I I I I I I I I I ;0\\ ~ ce. 'V/_J/ 1M ,... :l\J I:z: .1- .CI: l!l ,...., c 0 c o 0 0 0 0 Dee 0,0 0 C 0 C G ~ 0 0 0 0 0 0 0 , IR\~(Q, ~_'J; \JEST 227.95' ~ </r ~ - APPROX, 1/4 COR, a 8-e e-c a 7 -/3 .01 LF-.p ,2007. () () dIV- . · . 02 ~'f cl- 7<OYl &afcev-ttJA-/ . ~xAii Irv---. :H) 0 -e- G-€l -e- G-€) -e- G-€) -e- G-€).-e- G-E:l -e- G-€.) -e- G-€.) -e- G-E) -e- APPROXIMA TE 1/16 TH CORNER e-o-e e-c o 019= 38 019= 15 18 02 04 C"C"C" UA n 1 0 (v') "A S I ~/ \ \ NOT IN CITY / ~.~ / SPRI GFlELD ~;i;////~~ m NOTES: , I I I t trg- I I 1 I I J I I t 1 I I I I I I 1 1 I I 1 1 159- F' tR.O.W. @ . ! ! ~ . 1 II ~ I I . a.. I ~ ~ t ;:r;' W I 1 W I ~ ~ 1':1 1 J n I <<31 ~ iE I . .J ro 1 I ~ 1 . ~ ~ }I ;: It" ~ I jig '~ ~~ 1 I' ;: I VARlAE .E-\~IJ] I ~ · d r- R J.W. , ~ i .. ~ ~ ! ~ il - L 0;8 I ~L_'_~_'-'-6 ~ 1 1 J . ~ 1 t ........- I ~ ~ ! I ;:r; YJ ~ I I . : I ~ _ _.l-@ ~)! Iii I 1 I. 1 1 I 1 I ! ~ J I .~O\'S _A\J\G AS S - S SV - \ -- 0 - - X S- \ G CO \ J O\S NOTES: 6. CABLE TV, GAS AND TELEPHONE WILL BE TRENCHED WITH ELECTRIC. 7. STORM WATER WILL DRAIN TO THE CURB AND GlJITER OF JON'S LANE. FROM THERE IT WILL RUN EAST ALONG THE CURB UNE AND THEN CONTINUE SOUTHEASTERLY ALONG THE CURB UNE OF 58TH ~JKEET UNTIL IT REACHES THE NEVV CATCH BASIN, WHICH WILL BE INSTALLED DIRECTLY ACROSS FROM THE CATCH BASIN PROPOSED TO BE INSTALLED FOR JON'S LANDING. DATE: - . . - . . -f"f3ROPOSEI>-El...ECTR1C- · . - . . - · . - · . - . . - . . ~ " . - . " - · . - · . - . . --- .. --- . " - . . ~_..]OSFJ>-:;;-IWt1 JON'S LANE --fJ _ ~- - ~~--a.'" r EAS . 22....00 -. ----- .... 0- . - " - " - . -PROPOSEO-BL; S ~ ~ .. ~ . - -.l ~"l' . . . · --..pRo~~. ---ww-._ S LEGEND: 6::::: FIRE HYDRANT [QJ =: CURB INLEf @ =: STORM WATER MANHOLE @::::: WPSfEWATER MANHOLE pIp=: UTIUlY POLE 1Wl =: WATER Mt.lt.R [2J =: TRANSFORMER ~ ::::: WATER VALVE WW == WAST8NATER UNE W ::::: WATER MAIN. STM = STORM WATER UNE \ &Q1 i 2. THE PROPER1Y IS NOT LOCATED WITHIN A TRAVEL ZONE. 1.0 f'. d L() ~ \ 1. THE PROPERTY IS NOT LOCATED WITHIN A FEMA 100 YFAR FLOOD ZONE. I ._'f' 3= . . 1 [ . ~ } lh co ..... . . I 0- X o 3. THERE ARE NO EXISTING WATERCOURSES ON SITE.. 4. THE SOIL 1YPE PER THE SOIL SURVEY OF LANE COUNlY ARE 121 B SALKUM SILTY CLAY LOAM, 2 TO 8 PERCENT AND 73 L1NSLAW LOAM. PERMEABIUlY FOR 121 B IS SLOW. THE AVAILABLE WATER CAPACITY FOR 1218 IS ABOUT 8 TO 10 INCHES AND WATER SUPPLYING CAPACITY IS 17 TO 24 INCHES. PERMEABILITY FOR 73 IS IS SLOW.. AVAILABLE WATER CAPACITY IS ABOUT 9 TO 12 INCHES. 5. THE EXISTING SEPTIC SYS I t..M AND DRAINFIELD WILL BE REMOVED PRIOR TO FINAL PLAT APPROVAL. THE EXISTING HOUSE WILL CONNECT TO THE PUBLIC WkJ 1 t:.WATER SY:::, 1 iM PRIOR TO FINAL PLAT APPROVAL. ~ . 36~ I AI:; i3 I 1 Ii) . . J~~_ ~ t · I a.. :I: o 1 I I :0-31 ;J : I I EAST 194.40 w (I) :J o :r: e> z t) Q a.. :I: o ~ o z ..J ~ /'-. 11) j t! LQ I I 0_ o ..,- 0) I >< LJ , "",\0 ~ j' EX" SHED / / I WEST -'>21.02 -7 ro (0 l.() ;::~ ~~ :1- ~~ ==a ~a ~@ ~~ ~2 0..:2: 8:8 d'S ~: ~~ ~~ to ;r (0 co 19 1!) ... o J',. to II \ \ /) / I I I ,./" ~ I~ ==z fila rn~ ~~ ~~ ... i C'-! CO l.() ! ..1 o CO 1!) ...' CO 1!) to co l() to I OWNER: LOCATION: SURVEYOR: ENGINEER: ZONING: .. '"'4- .f3 I // ( .. /i / LRP ~007. ooo;t~ Ro n G-1\L..c,f!!..r()..Tl irt\n~x.().:/; on RON GALCERAN 780 s. 51tH ~lKEET SPRINGFIELD. OR 97478 18-02-04-14 #200 2. 2. b~ ?J'3 ",1. st ~ SPRINGFIELD. OR 97478 KRUSH AND ASSOC~TES 54 CENTENNIAL LOOP EUGENE. OR 97401 POAGE ENGINEERING & SURVEYING 990 OBIE STREET EUGENE, OR 97402 LOR JULY 5, 2007 fJOS11NG WASTEWA1'ER UANH01..E r~, ~::q r---. \.0 C'-.J ::r: ~ o V) \: / \ /......... /""- SCALE: 1 It = 30' ~ "' REG!;, I t.RED PRQFtSS.JQNAl. LAND SURVEYQR ~~..4~ )~ OREGON JU1.V 1" 1878 MARVIN s. KRUSH 1643 EX? JUNE 30. 2009 " , 7-/3.~007 (,;)