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HomeMy WebLinkAboutTED4001398.9T. 23 N. R.5 E. W.M. a p, BEGINNING OF SR-169 R/W c SR-169 CONST. 1470 PROJECT A. 146 + 00. 0 2' L STA. 1469+00.03 ��- CONSTRUCTION BEGINNING OF PROJECT SR-169 R/W STA. 1469+ C)0 �O CO /V S3- NST 34 ,OO CENTERLINE L N 61009'43" W 1480 RIGHT OF WAY CENTERLINE R/W 1482+00 AP R/W 1508+96.63 PC. fit. 0 \� R/W 1505+95.65 P T OO R/W & CONSTRUCTION CENTERLINE N 62° 24' 59" W R/W 1482 + 91.36 PO.T. _ CONST. 1482+91.36 AP 1492+95.73 PI 1490 1491+40.96 P C. R/W 1512+1428 Pl. __ �� CONST. 1512+25.90 P I. R/W 1514+8198 POT (& LT) _ X R/W 1514+72.75 PT R/W 1509+04.70 PO.S.T. (6' RT.) _ CONST. 1509+08.25 P C. R/W 1505+98.95 PO.T. (6' RT) = R/W 1499+54.94 PC, CONST. 1506+02.50 RT. Y R/W 1499+61.79 PO.S.T = y CONST. 1499+61.79 PC.- 7500 �`-- --� R/W 1503 +09.66 P I. CONST 1503+16:51 P I. R/W 1523+80.57 PC. (4' LT) = RMON NO. •TATS FED. AID P410JECT NO, smacT NO. a WASH. 0 0 c0 494+49.87 PT /-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. N Sq 4q- CONST. 1517+ 59.78 P 1. 4�' R/W 1518+02.36 PO.T. (4 LT.) - CONST. 1518+12.06 PT. BK. = CONST. 1518+02.36 PO.T AHD. R/W 1517+07.48 PC. R/W 1517+59.85 P I. R/W 1518 +12.20 PT BK. = R/W 1518+02.36 PO.T AHD. 152o Ov Sg 44 00 \� w END OF PROJECT CONST. 1523+80.57 P C. R/W 1528+88.96 PO.T (4' LT.) = R/W 1537+00.00 P O.T. (4' LT.) = R/W 1543+75.00 PO.T. (10' LT.) = SR-169 CONST 1526+37.36 P I. �CONST. 1528+91.37 PT BK. = CONST. 1537+00.00 PO.T. BK.= \ CONST. 1540+25.00 A.P CONST. 1543+75.00 AP 1- 0 CONST 1528+88.96 PO.T. AHD. CONST 1536+99.62 AP AHD. N 39059' 30" W _ 1530 CONST. N 42007'45" W N i°41_ 0" W-- ---- � - _ N 3 N 39059'30" W W R/W 1528+90.35 P T. BK. = R/W R/W 1537+63.44 P C. 15 R/W 1528+88.96 PO.T. AHD. R/W 1526+36.85 P I. R/W 1523+8a57 P C. SCALE IN FEET 100 0 100 200 (EXAGGERATED 5 TIMES LATERALLY) RIGHT OF WAY CURVE DATA P I. A R T L 1482 + 00.00 01 ° 15' 16" LT 0' 0.00' 0.00' 1492 + 95.73 080.0' 59" RT. 2 000' 154.77' 308.91 ' 1503 + 09.66 b 1 ° 1 1 ' 00" LT. 600' 354.72' 640.71 ' _ 151 2+ 14.28 60001'00" RT 550' 31 7.55' 576.1 2' 151 7+ 59.85 02000'00" LT. 3000' 52.37' 1 04.72' 1526+ 36.85 14036' 1 5" RT 2 000' 256,28' 509.78) 1539+49.99 02008' 15" RT 10000' 186.55' 373.06' R/W 1539+49.99 P I. CONSTRUCTION CURVE DATA P I. 0 R T L 148 2 + 91.36 01 ° 15' 16" LT 0' 0.00' 0.00' 1492 + 95.73 080 50'59" RT. 2 000' 154.77' 308.91) 1503+ 16.51 61 0 1 1'00" LT. 600, 354,72' 640.71 ' 151 2 + 25.90 50001'00'' RT 550' 317.55' 575.1 2' 151 7+ 59.78 02000'00" LT. 2 996' 52.30' 104,58' 152 6+ 37.35 140 36' 15" RT. 2 004' 2 55.79' 510.8 1536+99.62 00 33'45" LT. 0' 0.00, 0.00' 1540+ 25.00 02 42'00" RT. 0' 0.00' 0.00, 1543+75.00 01045'45" RT. 0' 0.00, 0.00` 154 7 + 00.00 01 ° 4 5' 4 5" LT 0' 0.00, 0.0011 40 R/W 1541+36.50 PT. W, STA. 1550+11.19 R/W 1547+00.00 P O.T. = / CONST. 1547+00.15 PO.T. BK = CONST. 1547+00.00 A.P AHD. N 39059' 30" W R/W & CONST �3? 1550 f m1ciROMMEP