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HomeMy WebLinkAboutTED4001397.8r NO r 0 I- K 1 T23N. R.5E.WM. rS-R--159 R/W STA. 1469+00.00 (2' LT ) SR-159 CONST STA. 1459+00.03 REGION NO STATE FED. AID PROJECT NO. SHEET NO, 9 WASH 1 UNDER Cor!STF�lU(-TION 1492+95.73 P I O 1,470 co N 61009 ' 4 3 " W 1 � � 8 0 i _ _ � _ r � � - � - ®'` _ � ` --- -�- ` _._ -A. - �N 93.13 4 00 Vy RvHT OF WAY CEN I ERL(NE-----,� - SR-159 R/W STA. 1459+00.00 R/W 1482+_00 A.P �R/W 1482+91.36 PO.T = 1491+40.96 PC.1494+49.87 PT. - CONST 1482 + 91.36 A.P R/W 1512+1428 P 1 -sue_ CONST. 1512+25.90 P I. R/W 1514+8198 POT (A' LT) - T SR �69 STA 1511+50 I-, R/W 1514+72.75 P T. P/ W 1508.96.63 PC. 0/ / R/W 1509.04.70 PO.S.T. + �® CC) CONST. 1509+08.25 PC. 0) UNDER CONSTPt �T l0N / 0 �� s j ro r 505+95.65 P T ���� ✓� °� / - _ _ - , .0 AGO R/VV 1505+98.95_ PO.T. (6 RT)= \. R/W 1499+54.94 P C. CONST 1506+02.50 P T. R/W 1499.61.79 PO.S.T = CONST. 1499+61.79 PC. 7500}- R/W 1503 +09.66 P !- (6' RT.) _ �CONST. 1514+84.37 PT. BK. _ CONST. 1514+81.98 PO.T. AHD. R/W 1517+07.48 PC. (4' LT.) _ CONST 1517.07.48 P C. <;4,00 '\CONST 1517+59.78 _P i. �� I R/W 1518+02.36 PO.T. (4' LT.) _ \` CONST. 1518+12.06 PT. BK. = CONST. 15"8+02.36 PO.T AHD. 0 R/W 1517.07.48 P C. ,// �� f R/W 1517+59.85 P R/W 1518+12.20 PT BK. = R/W 1518+02.36 PO.T. AHD. RIGHT OF WAY CENTS RLiNE CONSTRUCT ICN CF_N TERLi NL 1520 �! N 40 44 00 , R/W 1523+80.57 P C. (4' LT.) _ END OF CONST 1523+80.57 P C. SR -169 R/W 1528+88.96 PO.T (4' LT.) = R/W 1.S37-�00.00 PO.T. (4 LT):: R/W 1543+75.00_ PO.T. (10 LT.)= CONST 1526+37.36 P I. �CONST. 1528.91.37 PT BK. = CONST. 1537.00.00 PO.T. BBK.-- CONST 1540+25.00 AR CONST. 1543+75.00 AR ---� I --- / CONST 1528+88.96 PO.T. AHD. CONST. 1536+99.62 A.P AHD. I O VI �>--- _ N 39° 59' 30 „ ,W O 1530 .,------CONST. � ,'�� 4 2 ° 07'4 5 " W _� 4®" .�--- --� � _ N 380 R/W 1526 + 35.85 P I. 4 R/W 1523+8a57 P C. ,CALE IN FEET _-- 100 0 100 200 (EXAGGERATED 5 TIMES LATERALLY) RIGHT OF WAY CURVE DATA P I ----- A R T L 1482 + 0.0 0 A.. F 01 ° 15' 1 6" L-- _ 0' 0.00 ' 0.00 1492 + 95.73 080 50' 59" RT t-21o001 54.77' 308_91 ' 15 03 + 09.5 6 , 61 ° 1 1 ' 00" LT ' 600, 3 54.72 ' 64 CJ ' -- - 151 2+ 14.28 +50001'00" RT. 1 550, 31 7.55' 576.12' 151 7+ 59.85 02000'00" LT _3 000' _ 52.37' 1 04.72' 1525+ 36.85 14036' 1 5" RT 2 000' 256.28' S09.78' 15 3 9 + 4 9.9 9 02 ° 08' 15" R T 10,000' 18 5.55' 3 7 3.06' - R/W 1528+90.35 P T. BK. = R/" R/W 1528+88.96 PO.T AHD. 59 30 W --� JV - R/W 1537+ 63.44 P C. 1540 'CONSTRUCTION CURVE P! 01015'16" y LT. 0' 1482+91.36A.? 1492 + 95.73 080 50'59" RT. 2,000' 1503+ 16.51 510 1 1,00" LT 600, 151 2 + 25.90 60001'00" RT 550' 151 7+ 59.78 02000'00" LT + 2,99(5' ! 2,004' 0' - - 0' 1526+37.36 1 4035' 15" RT 1535+99.52 H.P. 00033'45" LT. 1540+2t.00A,P. 1 02042'00" RT. 15 4 3 + 7 .00 ', . P. 01 ° 4 5' 4 5" RT - 0' 0' 1547+ OO.00A. P 01 °45'45" LT._ R/W 1539+49.99 P f. DATA T i 0-00 i -- 0.00) 1 54.77' 308.91 ' 354,72' 540 71 ' 57 5.1 2 ' 31 7.65' 52.30' 104.58' 2 56.79' 510.8 0' 0.00, 0.00 , 0.00, 0. 00' 0.00, 0.0 0 , 0.00, 0.00' R/W 1541+36.50 P T. n R/W 1547+00.00 PO.T.-- CONST. 1547+00.15 PO.T. BK = CONST. 1547.00.00 AR AHD. PROJECT STA. 1550+11.19 N 39° 59' 30" W i �/W & CONST - 1550 ! CA E