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Home My WebLink AboutSWP2702884.1HORIZONTAL AND VERTICAL CONTROL PNT NORTHING EASTING ELEVATION LOCATION 1 186400.9581 1308913.1200 425.174 CASED MON, CONC. W/ NAIL, DOWN 1.20', INT'X MONROE AVE & NE 12TH ST (EAST) 186407.0187 1308734.2800 400.291 CASED MON, CONC. W/ PUNCH MARK WHERE NAIL USED TO BE, DOWN 1.85', INT'X MONROE AVE & NE 12TH ST (WEST) 3 185965.2710 1308735.4920 398.340 CASED MON, CONC. W/ LEAD & TACK, DOWN 0.20', INT'X MONROE AVE & NE 11 TH PL 4 185742.1502 1308736.1090 397.752 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.12', INT'X MONROE AVE & NE 11 TH ST 5 185518.9941 1308736.7010 398.093 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.15', INT'X MONROE AVE & NE 10TH PL 6 185076.5962 1308737.9240 398.899 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.22', CL OF MONROE AVE NE, 1 /16TH COR. 7 184744.0420 1308738.8270 391.880 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.23', INT'X MONROE AVE NE & NE 10TH ST 8 184734.5509 1309102.1850 402.603 CASED MON, 3" SQUARE CONC. W/ LEAD & TACK, DOWN 0.55', INT'X NE 10TH ST & NEWPORT CT NE 9 184813.5238 1308400.9940 394.383 CASED MON, CONC. W/ PIECE OF REBAR, DOWN 0.90', INT'X NE 10TH ST & LYNNWOOD AVE 10 184488.7900 1308739.5620 390.664 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.30', INT'X MONROE AVE NE & NE 9TH ST 11 184471.7576 1309397.3360 409.777 CASED MON, 4" SQUARE CONC. W/ LEAD & TACK, DOWN 0.55', INT'X NE 9TH ST & OLYMPIA AVE 12 183854.1152 1308741.2990 392.465 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.25', INT'X MONROE AVE & NE 8TH ST 13 183862.3461 1309170.2380 390.250 CASED MON, GONG. W/ LEAD & BRASS TACK, DOWN 1.05', INT'X NE 8TH ST & NEWPORT CT NE 14 183746.0599 1308741.7890 390.585 CASED MON, CONC. W/ LEAD & TACK, DOWN 0.90', CL MONROE AVE NE, 1 /4 COR 15 183416.6000 1308742.5170 381.599 CASED MON, 4.5" DIA CONC. W/ LEAD & TACK, DOWN 0.25', INT'X MONROE AVE & NE 7TH ST, KING COUNTY #5924 16 183533.4038 1308500.3980 374.584 NAIL & TAG, "FCH 17667", LOCATED NORTH OF NE 7TH ST B/N KIRKLAND AVE & MONROE AVE 17 183371.5276 1308157.3460 348.467 CASED MON, BRASS DISK W/ "X", STAMPED "PLS 23613", DOWN 1.15', INT'X NE 7TH ST & KIRKLAND AVE 18 183052.2338 1308174.9380 341.377 CASED MON, CONC. W "X" & NAIL ® CENTER OF "X", DOWN 0.75', INT'X KIRKLAND AVE & JEFFERSON AVE 19 183633.8737 1308142.8570 353.334 CASED MON, CONC. W/ NAIL, DOWN 1.05', INT'X KIRKLAND AVE & LYNNWOOD AVE 20 183177.0124 1307796.8620 333.619 NAIL & TAG, "FCH 17667", LOCATED APPROXIMATELY 400 FEET WEST OF INT'X OF NE 7TH ST & KIRKLAND AVE 21 183102.3940 1307522.2300 323.197 NAIL & TAG, "FCH 17667", LOCATED APPROXIMATELY 400 FEET EAST OF INT'X OF NE 7TH ST & HARRINGTON AVE 22 183106.6396 1307112.3260 301.797 CASED MON, CONC. W/ BRASS CAP & PUNCH MARK, DOWN 1.10', INT'X NE 7TH ST & HARRINGTON AVE 23 182848.8902 1307107.6550 300.407 CASED MON, 4" DIA PIPE USED AS MON CASE, BENT R.R. SPIKE IN CONC., DOWN 0.20', INT'X HARRINGTON AVE NE & NE 6TH PL 24 183371.5378 1307116.5780 305.977 CASED MON, CONC. W/ LEAD & TACK, DOWN 0.90', INT'X HARRINGTON AVE NE & NE 8TH ST 25 183132.9635 1306746.1010 295.785 NAIL & TAG, "FCH 17667", LOCATED APPROXIMATELY 365 FEET WEST OF INT'X OF NE 7TH ST & HARRINGTON AVE 26 183280.4547 1306452.4600 293.625 NAIL & TAG, "FCH 17667", LOCATED APPROXIMATELY 370 FEET EAST OF INT'X OF NE 7TH ST & EDMONDS AVE 27 183387.7305 1306136.9420 288.906 CASED MON, 4" GONG. W/ BRASS DISK & PUNCH MARK, DOWN 0.45', INT'X NE 7TH ST & EDMONDS AVE 28 183800.1640 1306144.4360 285.090 CASED MON, CONC. W/ NAIL, DOWN 0.90', CL EDMONDS AVE NE, KING COUNTY #5916 29 183504.9293 1305831.7670 279.634 CASED MON, 4" GONG. W/ BRASS DISK & "X", DOWN 0.45', INT'X NE 7TH ST & DAYTON AVE NE 30 183586.6492 1305608.9620 272.955 CASED MON, 4" GONG. W/ BRASS DISK & "X", DOWN 0.45', INT'X NE 7TH ST & CAMAS AVE NE 31 183702.0036 1305133.6840 228.591 CASED MON, 4" CONC. W/ BRASS DISK & PUNCH MARK, DOWN 0.40', PT, CL NE 7TH ST 32 183731.4950 1304948.2590 213.491 CASED MON, 4" CONC. W/ BRASS DISK & PUNCH MARK, DOWN 0.45', INT'X NE 7TH ST & ABERDEEN AVE NE 33 183968.7491 1304952.2970 217.441 CASED MON, 4" CONC. W/ 1.5" BRASS DISK W/ PUNCH MARK, DOWN 0.40', INT'X ABERDEEN AVE NE & NE 8TH ST 34 183565.7777 1304945.5910 214.621 CASED MON, 4" CONC. W/ 1.5" BRASS DISK W/ PUNCH MARK, STAMPED IS 11671 ", DOWN 0.45', PC, CL NE 6TH PL 35 183769.6021 1304568.2820 177.241 MAC NAIL & TAG, "G & 0 CONTROL", LOCATED AT INT'X OF NE 7TH ST & SUNSET AVE 36 183943.1262 1304610.8060 184.384 CASED MON, 4" X 4" CONC. COLUMN W/ 1.5" BRASS DISK, DOWN 0.35', PC, CL SUNSET BLVD NE 37 183654.6757 1304566.7430 172.586 CASED MON, 4" X 4" CONC. COLUMN W/ 1.5" BRASS DISK, DOWN 0.30', PC, CL SUNSET BLVD NE 38 183183.6351 1306668.5350 295.100 CASED MON, 4" SQUARE CONC. W/ BRASS PLATE & PUNCH MARK, DOWN 0.40, CL NE 7TH ST 39 183536.8125 1305748.7970 277.603 CASED MON, 4" CONC. W/ BRASS DISK & "X", DOWN 0.45', CL NE 7TH ST 40 186421.4960 1308728.4290 400.960 MAG NAIL & TAG, "G & 0 CONTROL", LOCATED AT NORTH END OF INT'X OF MONROE AVE & NE 12TH ST i N.E. 7TH STREET CENTERLINE ALIGNMENT TABLE ANGLE POINT P.I. ST N NORTHING EASTING DISTANCE PI TO PI BEARING RADIUS TANGENT NGTH DELTA AP1 0+87.37 766.4058 1304615.0475 203.99 S 85° 59' 13" E PC2 2+41.36 183755.62 1304768.6586 P12 2+91.36 183752.1296 04818.5355 11 5 50.00 99.93 5` 1' 24" PT2 3+41.29 183744.2765 130 7.9144 638.77 S 80" 57' 49" PC3 6+09.23 183702.1935 1305132.5252 P13 9+30.07 183651.8016 1305449.3809 3060.14 320.84 639.34 11' 58' 14" PT3 12+48.57 183536.7870 1305748.8946 1507.8 S 68' 57 35" E PC4 22+34.67 183183.2890 1306669.4521 P14 24+35.60 183111.2578 1306857.0313 1141.34 200.93 397.79 19° 58' 10" PT4 26+32.46 183107.6189 1307057.9 845.14 S 88° 57' 44" E PC5 28+11.65 183104.3738 7237.0909 P15 32+76.67 183095.952 1307702.0370 1609.9 465.02 905.40 32° 13' 17" PT5 37+17.05 183336 24 1308099.8696 978.47 N 58° 48' 59" E PC6 41 +04.12 183537.1495 1308431.0119 P16 42+3 . O 183602.5887 1308539.1348 455.00 126.38 .55 31' 02' 50" PT6 +50.67 183602.8894 1308665.5182 202.90 N 89' 51' 49" E APP 44+27.19 183603.0715 1308742.0372 ,; w p SURVEY BENCHMARK TABLE HORIZONTAL BONNY # t4offmIG MOM a". DESWIM SY5646 DISK SET IN TOP OF GONG. MON. W/ STAMP "HAFF 1990" LOC. NEAR (H,AFF) 179737.9464 1308390.9587 340.951 RENTON VO-TECH COMM. COLLEGE AT THE KING COUNTY MAINT. YARD AT THE N. END OF A GRASS PARKING MEDIAN JUST W. OF AN ELECTRIC GATE IN A NORTH -SOUTH CHAIN LINK FENCE. SY4354 DISK SET IN TOP OF CONC. MON. W/ STAMP "PT B 1962" LOC. IN (PT. B) 211760.0388 1284004.8571 STANLEY SAYRES MEMORIAL PARK IN A BLACKTOP STRIP APPROX. 84.5 FT E. OF BULKHEAD ON W. SIDE OF PARKING AND APPROX. 12.5 FT W. OF A METAL GRATE EMBEDDED IN THE ROAD. APPROX. 5.0 MI. N.W. OF RENTON ON THE W. SHORE LINE OF LK. WASHINGTON. VERTICAL pwff if Nomw c4sm a". DE9CRP IMIN 2671 WS 180879.5237 1288220.3329 237.188 WSDOT BRASS DISK CEMENTED INTO A DRILL HOLE AND SET LEVEL W/ GONG. SURFACE LOC. IN THE END OF THE CONC. SIDEWALK APPROX. 131 FT S. OF INT'X OF 129TH ST. AND SR900. 5924KC CASED MON., 4.5" DIA. CONC. W/ LEAD & TACK, DOWN 0.25', INT'X 183416.6000 1308742.5173 381.599 (PT #15) MONROE AVE. & N.E. 7TH ST. 5916KC (PT #28) 183800.1640 1306144.4363 285.090 CASED MON., GONG. W/ NAIL, DOWN 0.90', CL EDMONDS AVE. N.E. pm00, i 00, HORIZONTAL NAD83 (1991 ADJ) VERTICAL NAVD88 REVISED ALIGNMAENT TABLE BY G&O N.E. 7TH STREET CENTERLINE ALIGNMENT TABLE ANGLE POINT P.I. STATION NORTHING EASTING DISTANCE PI TO PI BEARING RADIUS TANGENT LENGTH DELTA API 0+87.37 183766.4058 1304615.0475 153.99 S 85` 59' 13" E PC2 2+41.36 183755.6288 1304768.6586 P12 2+91.36 183752.1296 1304818.5355 1139.85 50.00 99.93 5° 1' 24" PT2 3+41.29 183744.2765 1304867.9144 269.11 S 80` 57' 49" E PC3 6+10.40 183702.003 1305133.683 P13 9+30.43 183651.745 1305449.740 3048.93 320.03 637.73 11 5 PT3 12+48.13 183536.949 1305748.472 89.24 S 680 58' 48" E AP3A 13+37.37 183536.949 1305748.472 326.91 S6 059'2 "E AP31B. 16+64.28 183387.38 1306136.954 569.42 S 680 59' 46" E PC4 22+37.70 183183.640 1306668.537 P14 24+35.71 183111.234 1306857.123 1147.34 202.01 399.92 190 58' 16" PT4 26+33.62 183107.593 1307059.098 53.26 S 880 58' 02" ANA 26+86.88 183106.833 1307112.348 28+11.64 II 831 U4.374 124.76 S 880 57' 44" E PC5 1307237.090 1307701.694 1308099.328 1609.98 464.88 904.77 320 11' 58" P15 32+76.32 _ 183095.958 pT5 37+16.41 183338.405 67.84 N 580 50' 20" E AP5A 37+84.25 183371.508 1308157.379 319.82 N 580 48' 42" E PC6 41+04.07 183537.129 1308430.979 P16 42+30.48 183602.589 1308539.114 455.00 126.41 246.59 310 03' 07" I>l� �l�T.�•1�11:1' �t:>F111r�:Y:>�'� �ci�ti1:�•7f•-ItE:� 76.52 1 N 890 51' 49" E AP6A 1 44+27.19 1183603.0715 1 1308742.0372 I 1 I 1 AS -BUILT O N co } z m o 0 rn 0 N z o (�zco N 0 *k z C) a z 00 } 0 Q 0) J Lu It C M 2iaw <U) ♦- J >- cf) J 0 cn=Y zDw wU w < < Z >� 0�w i } D cf) - >Q J > w J � zw Qo �cn z �v0 0 :�i of cnLu Q C) RECOMMENDED FOR APPROVAL By. Garry Schmek Date: 8/30/01 By. Ronald J Straka Date: 8/30/01 By: Date: By: Date: 0 1" 2" TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY 0 (D 00 0 O 0 (f N 00 CY H N W W D cD z (n O S v U F z O W 00 U 00 z z z F-V) z X< 00 0 �w O J Q w o Y O m j 0 Z o Q I w > w z Y O Lli < w a_ Q Q u Elf = a 0 un 0 U Q 0 o_ a_ Q w Q 0 z O U) w Of 6 z w L�1 R z w cn CIO x O U W Z z 0 • �U z ZQ Q-13 O 0� Qw H Z a o 00 � Q Z L 0 - 0 Q v H C9 z Ir c� " o z W W Z SHEET: 2 OF: 32 JOB NO.: 00716 DWG: DATA