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Home My WebLink AboutD-373103T M r- (y) N U) HORIZONTAL AND VERTICAL CONTROL POINT ID NORTHING EASTING ELEV DESCRIPTIONS CH2O2 183143.207 1306731.897 296.084 SET PK NAIL, 16' S. OF CL INTX FOR NE 7TH ST & FERNDALE PL NE CH2O3 183106.613 1307112.277 302.323 FND 2" BRASS CAP, IN MON CASE, CHISELED "+", CL INTX FOR NE 7TH ST & HARRINGTON AVE NE CH2O4 183757.807 1307123.623 312.072 FND TACK IN LEAD, IN MON CASE (DIN +/— 1.0'), CL INTX FOR HARRINGTON AVE NE & NE 8TH PL CH2O5 184136.465 1307130.531 319.423 FND 2" BRASS CAP, IN MON CASE, WITH PUNCH MARK, CL INTX FOR HARRINGTON AVE NE & NE 9TH ST CH2O6 184631.978 1307152.623 331.097 SET PK NAIL, 12' E. OF CL FOR HARRINGTON AVE NE @ S. END OF DRIVEWAY ENTRANCE TO KFC RESTAURANT IS17164 183800.138 1306144.409 285.118 FND 3/8" COPPER PLUG W/PUNCH, SET IN CONC, IN MON CASE & COVER (ON +/— 1.1') 400' N. OF NE 7TH ST, OPPOSITE HOUSE @ 800 EDMONDS AVE SURVEY CONTROL NOTES: 1. HORIZONTAL DATUM IS NAD 83/91. HORIZONTAL COORDINATES SHOWN HEREIN ARE WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, U.S. SURVEY FEET. 2. VERTICAL DATUM IS NAVD88, FEET. PROJECT BENCHMARK: "IS17164", FND 3/8" COPPER PLUG W/PUNCH, SET IN CONC, IN MON CASE & COVER (DN +/— 1.1') 400' N. OF NE 7TH ST, OPPOSITE HOUSE @ 800 EDMONDS AVE, EL=285.118'. 3. SURVEY CONTROL AS SHOWN HEREON, IS FOR CONSTRUCTION PURPOSES ONLY. CH2M HILL HOLDS ALL BACKGROUND DATA AND RECORDS USED IN CALCULATIONS FOR ROADWAY CENTERLINES, CONSTRUCTION CENTERLINES, AND DERIVATION OF VALUES FOR LISTED SURVEY CONTROL POINTS, AS LISTED IN THIS PLAN SET. NO OTHER ACCURACIES OR RENDERINGS OF BOUNDARY OR ROADWAY DATA IS IMPLIED OR PORTRAYED, AND IS NOT COVERED UNDER THE CURRENT CONTRACT FOR THIS WORK. 4. NOT ALL ROADWAY MONUMENTATION MAY FIT EXACTLY WITH THE CALCULATED RENDERINGS OF ROADWAY AND/OR CONSTRUCTION CENTERLINES. IN THESE CASES THE DIMENSIONS FROM WHICH IT IS ESTIMATED THAT THEIR POSITIONS DIFFER FROM CALCULATED ARE SHOWN ON INDIVIDUAL SHEETS HEREIN. 5. NOT ALL SURVEY CONTROL POINTS SHOWN HEREIN ARE PERMANENT IN NATURE. THEY ARE SHOWN IN THIS MANNER TO ASSIST WITH INTERVISIBILITY FOR CONSTRUCTION PURPOSES. 6. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PRESERVE ALL EXISTING RIGHT OF WAY MONUMENTATION, AS SHOWN ON THE INDIVIDUAL SHEETS. IN ACCORDANCE WITH RCW 58.24.040(8), NO CADASTRAL OR GEODETIC SURVEY MONUMENT MAY BE DISTURBED WITHOUT A VALID PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT, ISSUED BY THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. PERMIT APPLICATIONS CAN BE OBTAINED BY CALLING THE PUBLIC LAND SURVEY OFFICE AT (360) 902-1194. THE PERMIT APPLICATION MUST BE STAMPED BY A REGISTERED WASHINGTON STATE LAND SURVEYOR. SEE SPEC PROVISION 1 —07.6. 7. BASIS OF BEARING: CENTERLINE FOR HARRINGTON AVE NE: S 01`00'56" W. 8. BASIS OF POSITION: FND MIC, CL INTX FOR NE 9TH ST & HARRINGTON AVE NE. 9. FIELD SURVEY PERFORMED FEB, 2014. CONTOUR INTERVAL: 1 FOOT. RIGHT OF WAY REFERENCES 1. PLAT OF RENTON HIGHLANDS, VOL 046/034, REC. NO. 194904153893039 2. CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, VOL 057/092, REC. NO. 195608084719044 3. PLAT OF FAIRVIEW TERRACE, VOL 060/065, REC. NO. 195807304927153 4. RECORD OF SURVEY, VOL 004/033, REC. NO. 7502250403 5. RECORD OF SURVEY, VOL 086/251, REC. NO. 9204309015 6. RECORD OF SURVEY, VOL 158/239-239A, REC. NO. 20030319900005 7. RECORD OF SURVEY, VOL 161/142, REC. NO. 20030714900002 8. RECORD OF SURVEY, VOL 161/143, REC. NO. 20030714900003 9. RECORD OF SURVEY, VOL 239/127, REC. NO. 20080123900006 10. RECORD OF SURVEY, VOL 185/180-181, REC. NO. 20050422900002 11. RECORD OF SURVEY, VOL 236/100, REC. NO. 20071203900009 12. RECORD OF SURVEY, VOL 246/234, REC. NO. 20080513900002 13. RECORD OF SURVEY, VOL 257/279-280, REC. NO. 20081217900012 14. KING COUNTY ASSESSOR'S MAP, NW 09-23-05 15. KING COUNTY ASSESSOR'S MAP, SW 09-23-05 H LINE: CONSTRUCTION CENTERLINE ALIGNMENT COORDINATES CURVE DATA CURVE NO. DESCRIPTION STATION NORTHING EASTING DELTA RADIUS TANGENT LENGTH POB 133+07.15 184602.1 26 1307138.784 POE 152.22.62 182686.959 1307104.838 . BROOKS w°� cos Os 201 RECOMMENDED CITY OF FOR APPROVAL aRooKs AS NOTED 6a - HARRINGTON AVENUE NE PHASE II / / c. N.o L°800K sC44 • BY J. WILSON "LL RENTON SUNSET COMMUNITY - GREEN CONNECTION m xEc DATUM BY A' °c. RovnK� sM Plonning/Building/Public Works Dept. SURVEY CONTROL I NOTES W N. T N0, REVISION BY DATE APPR —LE ..moeoi cam. G. BROOKS 3 24 D-373103