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14522 /14626, r s h N 2 , B 2=-� s SS 3__ I \c 44 a 0 < CENTERLINE DESCRIPTION FOR ENGINEER'S STATEMENT \ 6) COUNTY ROAD #960that I am, FROM LUMPKER'S BRIDGE - EAST o John A. Anderson state occupation, a Registered Oregon Civil Beginning at the point of tangent of a 24° curve to the left, which Engineer employed by Marion County to make a survey of a portion of County Road is 210 feet Easterly from the Southeast end of the Lumpker Bridge which #960, being a total length over lands said point of tangent is 683.35 feet South; and 66 feet South 47°14' 30" 1", cs \ l of the United States of approximately k OC y West and 790.44 feet South 82° 10' 15" West from the Northeast corner -O- d ,fir A� of the Northwest quarter of Section 18, Township 9 South, Range 3 East ,�,) 5213 feet, as described and shown on �s o.. t- this map; that the survey of said road 1/ t 7-� of the Willamette Meridian in Marion County, Oregon; thence North 82° r`,. O \ \ ✓ L 10' 15" East 812.62 feet to the point of a 5° curve to the right; was made b me (or under my supervision) ) ,� f 9� = J, and under authority commencing on the thence along the arc thereof 475.33 feet to the point of tangent; thence N�•' 3rd day of November, 1965, and that �� South 74° 03' 45" East 207.59 feet to the point of a 5° curve to the // 69.00 feet to the point of tangent; such survey is accurately represented /� x left; thence along the arc thereof 5 6 ;> a s 11 thence North 77° 29' 15" East 355.64 feet to the point of a 9° curve upon this map. O Q' _ to the left; thence along the arc thereof 552.69 feet to the point of Ux \ 9 - tangent; thence North 27° 44' 45" East 252.19 feet to the point of an , ' 9 along the arc thereof 379.58 feet to the \ �� 8° curve to the left; thence g� 2� point of tangent; thence North 20 37' 15" West 789.87 feet to the point Engineer t \ ' of an 8° curve to the right; thence along the arc thereof 684.64 feet to x� the point of tangent; thence North 52° 09' East 276.87 feet to the point APICANTS CERTIFICATE of a 9° curve to the right; thence along the arc thereof 740.09 feet to the point of tangent; thence South 61° 14' 30" East 68.81 feet to the f 1 r point of a 3° 51' curve to the left; thence along the arc thereof 718.74 This is to certify that John A. Anderson G who subscribed the statement hereon is � I to the point of a 20 30' reversed curve to the right; thence along undersigned f \ \ tl� feet the arc thereof 620.00 feet to the point of tangent; thence South 730 21' the person employed by thec applicant to prepare this map, which ,� � \ps �+• , J 15" East 961.98 feet to the point of a 5° curve to the left; thence along the arc thereof 485.67 feet to the point of tangent; thence North has been adopted by the a?plicant as \ `9 v� R the approximate final location of the C 82° 21' 45" East 311.55 feet to the point of a 100 curve to the right; \ thence along the arc thereof 607.92 feet to the point of tangent; thence road thereby shown and that this map South 36° 50' 45" East 196.83 feet to the point of a 15° curve to the is filed as a part of the complete } left; thence along the arc thereof 221.36 feet to the point of tangent; application for a road right-of-way across lands of the Unit ed States; thence South 70° 03' East 386.11 feet to the point of an 8° curve to the ` t x left; thence along the arc thereof 556.04 feet to the point of tangent; and we further certify that the right- \ is of -way herein described is desired as a which thence North 65° 28' East 535.98 feet to a point of intersection wh 1044.05 feet North and 228.17 feet East and 346.00 feet North 66° 48' dedicated road. East from the Section corner common to Sections 8,9,16 and 17 of Township �i c f/f �\ > a� \ 61 fe # { 9 South Ran e 3 East of the Willamette Meridian in Marion County, Oregon. �er r g Coup Co i�ner o Y } ,s RIGHT-OF-WAY WIDTHS AT RESPECTIVE STATIONS \ K T = , Right -of -Way Widths ounty C issioner \��9 `® 8 -,'• v,.. Stationing Right ` �.`�l �s 70 - From From To Left g 269+90.06 282+00 30' 30 /. L - \ , 7� \ �- v 282+00 284+00 30'* to 40' 30'�� 7 7� \ E d County Commissioner 3 �' y ~� �.\ 284+00 284+85.60 s 284+00 287+00 40' * to 50' \ O '\ ` 50''* to 284+85.60 287+00 30 T•-" � , 287+00 2B9+50 50' / 50' to center of river 2 i\, 289+50 289+50 290+54.60 50' 290+54.60 292+00 To center of river 50'* to 70' ��/,6 292+00 294+00 To center of river 70'* to 60' 294+00 296+00 To center of river 601* to 40' ¢��/ \� _ fl" bt 296+00 298+00 To center of river 40' B qy� ,, S/ 3 -- / 298+00 300+00 To center of river 40'* to 80' ( \ So 2 G o. _ 3B_lfs3 , / 300+00 303+00 To center of river 80' � i _ 303+00 305+94.70 Center of river to 30';80'* to 30' 30' \ B 7 9 / � �-- Soy O \ 305+94.70 307+00 30' ' \ 307+00 308+00 30'* to 50' 30' 308+00 310+00 50' 30' 310+00 311+00 50'* to 30' 30' `• \ / 311+00 326+00 30' 30' 326+00 327+00 30' 30'* to 40' �l -�• 327+00 329+00 30'* to 60' I U IV I T E 0 327+00 330+00 40'* to 70' / 329+00 330+86.17 60'* to 30' -33S ~- 330+00 331+00 70' 330+86.17 331+54.98 30' 331+00 332+00 70'* to 80' 41-1 331+54.98 335+00 30'* to 30' 332+00 335+00 80 335+00 338+00 30'* to 40' 338+00 40' to center of river 335+00 339+00 80'* to 60' 339+00 343+00 60' - 341+00 Center of river to 60' -n 341+00 342+00 60' 342+00 345+00 601* to 30' 343+00 345+00345+00 352+00 60'* to 30' 350+00 352+00 30'* to 40' 30'* to 50' 3 G 6 68 6 9 370 7l 72 73 7¢ S 75 76 77 7.9 79 352+00 356+00 40'* to 306 �p ao .3 6 G� 352+00 354+00 50' 354+00 356+00 50'* to 30' 356+00 362+00 30' 30' 362+00 363+00 30' 30'* to 40' 363+00 364+00 301* to 40' 40' 364+00 365+00 40' 364+00 366+00 40'* to 70' 365+00 367+00 40'* to 60' 366+00 367+00 70' 367+00 70' to center of river k ' 367+00 368+00 To center of river 60'* to 40' 4 it I I 368+00 369+00 To center of river 40'* to 30 369+00 372+00 To center of river 30'* to 50' 372+00 374+00 To center of river 50'* to 60' 374+00 377+00 To center of river 60'* to 40' 377+00 379+00 To center of river 40'* to 50' - 379+00 380+00 To center of river 501* to 60' 382+00 To center of river 360+00 383+00 To To ccenter iver enter of river 60'* to 50' 60 of r 382+00 38 50 --. - 383+00 3B4+00 Center of river to 80' 150' 384+00 387+57.22 Existing R/W 50' * , in a straight line. � f ' . _ - m w Y U W W _r } U Q U W w --t Cr (n t~- O- < <t O'U57W W :::) J W (I_ O_ cf) -i_QQ J Y Q L�.I O Z > m C3 w O O p z z 14522/!4626 14) [a PLATE 4- CROSS SECTION 0. P. R. & R. E. STANDARD KEUFFEL & ESSER CO., NEW YORK. K & E CO. NO. 345-4 MADE IN U.S.A. 14282 { 14522 /14626-__.,._...__... 8 / /7 1 93 M-1 � O Q. REGISTERED No OREGON } LAND SURVEYOR TIEN or- ci.- OCT. 7. 1957 G. J. R. Paynter 425 MARION COUNTY ENGINEERING DEPARTMENT SALEM, OREGON -i rD 1Po 61e A PN y S r,4. 95 91 DO To SrA • 9,3 7 t- OJ Sur. �' �' _ S C A L E s9 r, 4• a F 4 2-// G ;'v_ ....... Dape ... ............. 1�G. Dwg. No. C- 9G�.._ Dr.....................U. S. G . S Ck............ •-••--••--• ....... Datum.------....- File No.. _......... Ver. - .3815 86 387 14522 /14626 A�-9�° 2 ►