Loading...
HomeMy WebLinkAboutS-405403to O N U) Z j LL.I Fr V b Nxi Q / 50 0 LU Q 0 U i�ar�ryr�,lr���,►� NAVD 88 PER CITY OF RENTON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127..- FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF 774E CENTERLINE OF 148TH PLACE SE. AND SE. 142ND STREET ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852 FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF NE. 4TH STREET AND 1487H AVENUE SE., ELEVATION = 454.769 FEET. N0125'00'W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. U71LITY CROSSING NOTE.• �) UTILITY CROSSING, REFER TO C28 FOR DETAILS rc�r�rr�.�re�r UPON RECORDING OF THE FINAL PLAT, TRACT A WILL BE GRANTED AND CONVEYED TO THE CEDARS AT THE HIGHLANDS HOMEOWNER'S ASSOCIATION AND AN EASEMENT WILL BE GRANTED AND CONVEYED TO 774E CITY OF RENTON OVER, UNDER, AND ACROSS TRACT A FOR THE PURPOSE OF CONVEKNG, STORING MANAGING AND FACILITATING STORM AND SURFACE WATER. AS -BUILT 'Y CERTIFY THAT THE INFORMATION SHOTM/ HEREON INKH WAS AS -BUILT BY D.R. STRONG AND MAY INCLUDE LOCATIONS,, ELEVATIONS` DEP7M PIPE SIZE$ AND AS -BUILT COIUMEN75, ACCURATELY REFLECTS EMS77NG FIELD CONaTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERNSION ON THIS DATE 04/75/202a- 14� Cal 2 Working Days Before You Dip uBffm Underground811Loeatbn Center m,MT,ND,OTi,WA) l n I SE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS w S CA+ EASElff VT OVER EN TRACT A: SEE TRACT A NOTE: 770S 7 5' PEDESTRIAN 25' PUBLIC STORM AND \ \ WALKWAY SEWER EASEMENT 2 REMOVABLE AND 2 FIXED BOLLARDS PER 7 STANDARD DETAILS H021 AND H022, SEE SHEET C21 PER DETALA SEE SII C26 STA 52+07.99 250' L RAT/ 41A43 a• av 444 99 (Nw) age 8' E OUT 492,8� (N) 94 8' E OUT-199:W (S) �D tyY,NiN 9j 1 R.aw momm±? Gi i AN(E 528 No N S? N� EORW WAW1 %n n� �j y R.a WL (EN 1.8 415 164 LF 8" PVC - 1 .'O I smw 405 0 405 4D0 SSMH , STA. L 0+44.21, 2.50 RIM 421.90 MIT 8 1E IN 4fO-F8 SSMH 1, SADDLE MANHOLE INSIDE DROP CONNEC PER DETAILS SEE SHEETC26 WITH 8" 1E OUT 4;&49-(5) 41123 77ON 305 STA. 52+0799, 2. O' L RIM 419.43 B ASS IN EASEMIT IE OU (N 4001.a 401.00 .{ ryry ai 4i ai o$ of o O ^ '•1 of m e; ,�^� 5D+00 D D.R. STRONG RS CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620- 7MAVENUEIORKLAND, WAR8033 Z0 0425.827.3W3 F425.827.2423 5D+40 50+80 51+20 51+60 52+00 7Y COMMENTS 02.12.19 1ORD 04.11.19 YLP 1 suavETE1.JOR scud. TY COMMENTS OSA3.19 8.20.19 CYW 0YLP AS NOTED PRAWN CHECKED.CUB qi EOEK 5 E nP NOT ONE INCH N0. REVISION BY DATE APPR Pre .... SITcALE ACCORDINGLY 52+40 VERTICAL N1 NAw 83/' • C I T Y O E ILTIA 19M V431 HazaA ss1 RENTON Planning/Building/Public Works Dept. NORTH GRAPHIC SCALE 0 10 20 30 eeeeee`� 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 7.5 1 INCH = 5 FT VERTICAL S- 405403 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CEDARS AT THE HIGHLANDS 01.29.19 BYPASS EASEMENT FIELDBOOK' SANITARY SEWER PLAN AND PROFILE oanG NG 14120160TH AVENUE SE C 2 5J RENTON, WASHINGTON 98059 HEET: GE: Zs 2a CD CD CD T A, 00 CD CD 0 r; T J CD CD CD CD 91 II if ■: L W Q L.L.I U DRS PROJECT NO. 16041