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HomeMy WebLinkAboutD-337504r` M M ti N CL a POINT z V EASTING (FT) � W w DESCRIPTION 0 0 3333 ® VertiCd Only o_ 28.91 o. �� H T24N R5E '�• ON THE SOUTHEAST CORNER OF CONCRETE SPILLWAY AT GAUGING W ; W STATION, WEST SIDE OF LAKE WASHINGTON BOULEVARD AT SOUTH R�GOFl4ENnfn FOR APeanva�, SIDE OF MAY CREEK. LL Bye---- -- Datet -------- a 36.54 CITY OF RENTON BENCHMARK NO. 2186, WASHINGTON GEODETIC SURVEY 62 ? 16�*Z6 , 2 _.. 9" 3"5I +i1�1729 340 BRASS DISK (NGS ARCHIVE NO. SY0161), STAMPED "8 A 19 ", TOP OF By' - - -_ - -- Date.- W t CONCRETE POST BURIED APPROXIMATELY 1 FOOT BELOW THE GROUND, __._.._ 567+1816 -° WESTERLY SIDE OF LAKE WASHINGTON BOULEVARD, APPROXIMATELY 3.5 y� 0 MILES NORTHERLY FROM ITS INTERSECTION OF BRONSON WAY, AT THE N0. Z CROSSING OF A GRAVEL ROAD OVER A RAILROAD LEADING TO THE BARBEE I z J W EAST- SOUTHEASTERLY OF THE EAST - SOUTHEASTERLY RAIL. J 197566.1120 CL 30.77 J m a HORIZONTAL/ VERTICAL CONTROL TABLE POINT NORTHING (FT) EASTING (FT) ELEV (FT) DESCRIPTION BENCHMARK NO. 2100 3333 ® VertiCd Only 28.91 CITY OF RENTON BENCHMARK NO. 2100. TOP OF USGS BRASS DISC �� n: 32 T24N R5E '�• ON THE SOUTHEAST CORNER OF CONCRETE SPILLWAY AT GAUGING 1 '2542 f ; STATION, WEST SIDE OF LAKE WASHINGTON BOULEVARD AT SOUTH R�GOFl4ENnfn FOR APeanva�, SIDE OF MAY CREEK. BENCHMARK NO. 2186 Bye---- -- Datet -------- /2 36.54 CITY OF RENTON BENCHMARK NO. 2186, WASHINGTON GEODETIC SURVEY 62 ? 16�*Z6 , 2 _.. 9" 3"5I +i1�1729 340 BRASS DISK (NGS ARCHIVE NO. SY0161), STAMPED "8 A 19 ", TOP OF By' - - -_ - -- Date.- 6 t CONCRETE POST BURIED APPROXIMATELY 1 FOOT BELOW THE GROUND, __._.._ 567+1816 -° WESTERLY SIDE OF LAKE WASHINGTON BOULEVARD, APPROXIMATELY 3.5 y� By,-------- ------- Date----'-" MILES NORTHERLY FROM ITS INTERSECTION OF BRONSON WAY, AT THE N0. CROSSING OF A GRAVEL ROAD OVER A RAILROAD LEADING TO THE BARBEE MILL COMPANY, 189 FEET NORTHEASTERLY OF THE CROSSING, 3.6 FEET EAST- SOUTHEASTERLY OF THE EAST - SOUTHEASTERLY RAIL. 1001 197566.1120 1303282.0302 30.77 Y2" REBAR AND RED PLASTIC CAP, 3' EAST OF EASTERLY EDGE OF PAVEMENT ON RIPLEY LANE, AND 69' NORTH OF A 24" HIGH TENSION POWER POLE. 1004 197769.6787 1303405.7561 29.74 Y2" REBAR AND RED PLASTIC CAP, 4' EAST OF EASTERLY EDGE OF PAVEMENT ON RIPLEY LANE, AND 4' WEST OF A 24" HIGH TENSION POWER POLE. 1008 198067.2347 1303584.5987 29.67 y" REBAR AND RED PLASTIC CAP, 4.5' EAST OF EASTERLY EDGE OF PAVEMENT ON RIPLEY LANE, AT GYPSY CREEK. 3- z4 _o8 1231 FRYAR AVENUE SUMNER,WASHINGTGN 98390 T.253.663.5120 F.053.863.0948 ww".pammohdcmm G CITY OF RENTON CONTROL NETWORK VERTICAL CONTROL DATUM 3RD ORDER, 1ST CLASS NAVD 1988 HORIZONTAL CONTROL DATUM 2ND ORDER, 1ST CLASS NAVD 1983/ 1991 (STATE PLANE COORDINATES) 84 - Z9 TUN RM SW 1/4. 2' /+ /4T3 548+ °}547 / n / 2 4d3 irii J) �j,• 183 -ter; I i I I "'� i I i J+ 12 911`1,1,1 ax TUN RSE SW 1/4 LEGEND CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS till 6 Horizontd & Vertical 2222 6 Horizontal Ody aq,*, TECH NICAL SERVICES PLANNING/BUILDING/PUBLIC WORKS OZ,/14 /00 3333 ® VertiCd Only ® 450 � 4°" Molwment - -- Renton City Limits �� n: 32 T24N R5E '�• 1 '2542 f ; R�GOFl4ENnfn FOR APeanva�, Bye---- -- Datet -------- /2 62 ? 16�*Z6 , 2 _.. 9" 3"5I +i1�1729 340 By' - - -_ - -- Date.- 6 t -._ __._.._ 567+1816 -° y� By,-------- ------- Date----'-" N0. 183 -ter; I i I I "'� i I i J+ 12 911`1,1,1 ax TUN RSE SW 1/4 LEGEND CITY OF RENTON SURVEY CONTROL NETWORK MONUMENTS & BENCHMARKS till 6 Horizontd & Vertical 2222 6 Horizontal Ody aq,*, TECH NICAL SERVICES PLANNING/BUILDING/PUBLIC WORKS OZ,/14 /00 3333 ® VertiCd Only ® 450 � 4°" Molwment - -- Renton City Limits �� n: 32 T24N R5E NW 1/4 R�GOFl4ENnfn FOR APeanva�, Bye---- -- Datet -------- By' - - -_ - -- Date.- By, - --- - ----- - ---- Dot2�--- - -° By,-------- ------- Date----'-" N0. R �Q c Q� / / / i' REVISION BY DATE APPR r / i If II / / / -1001 30.77 If I If /r r / 1004 29.74 PMX R /CAP If CONTROL LOCATION PLAN 1"=40' N Nro'm I 9ESi CITY OF aNE9: AS SHOWN norsartw ruo ,eea /�ae1 ►i R. HERMES TO 99rvm: rIL J. BETZVOG oN9 mcH cnECNE9, DATUM yJf� N Al w ONE E Planning /Building /Public Works 6 NOi G1 M1epgpy6p: 5%lE K'COPpNGLY 77 9nfSSF_T� If , 1!008 29.67 PMX R /CAP TAX LOT 2924059002 D= 331504 SW 29 -24 -05 A5 - Hu+t.T a,E RIPLEY LANE N. STORM SYSTEM IMPROVEMENT PROJECT 3/21/oa flE1LBWtl: SURVEY CONTROL TABLE AND MAP OMWBIC N0 I 0