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HomeMy WebLinkAboutS-366502SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. SADDLEBROOK L.P. £(.£V =. 497.20 z z 0 w 0 0 100 a w aT r cM11111 tfls DA11:o MWARY 10, 2013 YLP J MAJ t . AS NOTM w ,�, ,�, °i CITY OF RENTON Planning; /Building /Public Works Dept. SADDLEBROOK SEWER EXTENSION PROFILE w 11 -14-12 2 L.R.-Si A - = -10+ -198 fIS1415 rQ vJ U) � SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. SADDLEBROOK 10 +00 10 +20 10 +80 11 +40 1. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WTH ROAD SURFACE AT THE INTERSECTION OF SE 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14 -23 -5, ELEVATION — 547.94 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT W7H TACK IN LEAD PLUG AT THE INTERSECTION OF SE 139TH PLACE AND 1567H AVENUE SE, ELEVATION = 372.34 FEET. BASIS OF BEARINGS, N0029'00 'E BETNEENTHE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH OUARTER CORNERS OF SECTION 14 -23 -5 PER REF. 2 VERTICAL DATUM. n. NAVD 88 PER KING COUNTY VERTICAL CONTROL 5 n 12 +00 12 +60 13 +20 13 +80 14 +40 GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. HORIZONTAL `5 10 20 1 INCH = 10 Fr. VERTICAL. 15 +00 15 +60 16 +20 c N 0 6 _ RECOMMENDED FOR APF OVAl BY. Date ✓ B /( Date• BY: Date: w4w36,6SO2 i- i Cal 2 Worft Date Before You Dig 1-800-424-5555 UBiQee Underground Location Center (ID,MT,ND,OFtWA) BY: Date: 9.�q�.✓op Rq, — 141:116 D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10'604 NE 38M PL, #101 K/RKLAND, WA 99033 0425&27.3= F425.a27.2423 xlvw.asaron9.aom L.P. £(.£V =. 497.20 1 aT r cM11111 tfls DA11:o MWARY 10, 2013 YLP 01.x.15 MAJ t . AS NOTM w ,�, ,�, °i CITY OF RENTON Planning; /Building /Public Works Dept. SADDLEBROOK SEWER EXTENSION PROFILE w 11 -14-12 2 L.R.-Si A - = -10+ -198 fIS1415 MAJ � - -- ___ HP -ELEV 165 Drew+: Y� - MAJ PW S - 10 +27.01 NO. REVISION BY DATE APPR MAJ H.P. STA = 2 +60.62 PW LEV - 497.03 PW STA = 2 +56.16 A.D. = 14.00 PW STA - 10+84.51 PW ELEV 508.61 L.P. ELEV = 501.56 - 1.43 PW ELEV - 50393 A.D. t5.15 L.P. TA = 15 +74.5 0.0000' VC A.D. _ -9.27 K = 21-00 PW TA - 15 +69.75 PW V - 501.01 150.0= VC I.D. - 4.42 gal wo, VC = 22.60 .0000' VC 1 u m N O W g GRADE - _ _ - RuW NG _r ._ __ -- ---- -- ----� —_—_ O— 1- 2112 IF 9, - -- - --- ;7MAWUE_ - R/Y 504.711 SSfIH 2 8' 486.44 i 490- 1 »2 _ _ _ ._ - 8' AE (OUT) ''15g 8' 1£ 491 ((IN E 1ST STREE h Npp hn n 00. O hb. N a 00 00 N Nyy.. r.1 h,p nq� .�� h O v g O,p hb ^. NO ,o N^ INK Nph W R1 .. T '. M M •. N �j N� o N O 0.1. hd;. hyOj h�j h� h� h� hh hy� h� 11�h VOj� v�,�1 y�y hh h�1. In yOj y� yOj� h�1 Yf� yOj 10 +00 10 +20 10 +80 11 +40 1. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WTH ROAD SURFACE AT THE INTERSECTION OF SE 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14 -23 -5, ELEVATION — 547.94 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT W7H TACK IN LEAD PLUG AT THE INTERSECTION OF SE 139TH PLACE AND 1567H AVENUE SE, ELEVATION = 372.34 FEET. BASIS OF BEARINGS, N0029'00 'E BETNEENTHE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH OUARTER CORNERS OF SECTION 14 -23 -5 PER REF. 2 VERTICAL DATUM. n. NAVD 88 PER KING COUNTY VERTICAL CONTROL 5 n 12 +00 12 +60 13 +20 13 +80 14 +40 GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. HORIZONTAL `5 10 20 1 INCH = 10 Fr. VERTICAL. 15 +00 15 +60 16 +20 c N 0 6 _ RECOMMENDED FOR APF OVAl BY. Date ✓ B /( Date• BY: Date: w4w36,6SO2 i- i Cal 2 Worft Date Before You Dig 1-800-424-5555 UBiQee Underground Location Center (ID,MT,ND,OFtWA) BY: Date: 9.�q�.✓op Rq, — 141:116 D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 10'604 NE 38M PL, #101 K/RKLAND, WA 99033 0425&27.3= F425.a27.2423 xlvw.asaron9.aom 1 aT r cM11111 tfls DA11:o MWARY 10, 2013 YLP 01.x.15 MAJ t . AS NOTM w ,�, ,�, °i CITY OF RENTON Planning; /Building /Public Works Dept. SADDLEBROOK SEWER EXTENSION PROFILE w 11 -14-12 2 Yn W fIS1415 MAJ � Drew+: Y� - MAJ axc nanpr er rul L r xor as ucx �p NO. REVISION BY DATE APPR MAJ a-r; 18 X17 Olt -:366S0 P A FNf A A