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HomeMy WebLinkAboutR-405423Cn Z 17 -17 J LU 17 Cn rr a r) LU U SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS II WV O of a 12" SD 8" WA 3 0 Q y CROSSING ^ CLEARANCE 2. 2 SD 30 SD CROSSING 4 II Y 440 ^ o o CLEARANCE 2.1 Q N ^ + N `* ^ II Q II 12" SDlf6w WA CASING 5 I W CROSS! CLEARA 0.50 o°pi N Q ♦Q 12 SD SS 6 N 12" SD 16" WA CASING CROSSING Q CROSSING 8 11 15" SD 12" WA CASING —2. $ CLEARANCE 4.68 v� EXIS77NG GRADE AT CLEARANCE 0 50 CROSSING " " 12 SD 30 SD R.O.W. CENTERLINE " " CLEARANCE 0.50 7 CROSSING W N m `� 12 SD 8 9 OSSING 12 15" D 1 SS - —222�, CLEARANCE a53 ____________ _ W N CLEARANCE 4 86 OSSING -- -- AT N CLEARA CE 3.23 0 --'_--___ _-_--- --------------- --------------- R.O.W. EN7ERLINE " " 12 SD 30 SD o ------------- _- ------ ------- 7_- -------- -- -------- - -- -------- CROSSING 10 13 15" SD 0" SD -- ----------- CLEARANCE 0.57 CR SSING ^ AnM �(7 -----------_-_ - CLEARAN a48 d - _ - - .25A' •-------- 771t 12" PROPOSSTORM SEWER t - -------------- --- -- - -- ---------------- 40 LF 8" PVC ® -------- 420 2 - - -------- 8" WA 30" SD J 147LF8"PVC ® 1.6, 2 CROSSING CLEARANCE 0.88 SSMH 5, S 11+87.84, 1.68' L 149 LF " PVIC JpR O R- RIM 42Z92 SSW 4, O 1. 95 415 " 1E /N 420.00 (SW) STA. 12+2Z21, 1.39' L " 1E /N 420.00 (N) RIM 42 .05 " IE OUT 419.90 (E) 8" IE IN 419.00 (W) SSMH 3, 8" IE OUT 418.9 (E) , 1.04' L STA. 13+74.1 R 424.53 SSA H , 8" IE /N 416.50 (W) STA. 15+16.27, 31.97' R '�`� " 40 (E) R/M 422.13 8" 1E IN 413.50 (W) 8" IE OUT 13.40 (SE) SE )' 4 1ST PL.ACE O f� d t d O N O O A O M O a1 O Op H) O QO e, M ^ r7 O v N N QOo� O ap QO N N O N a; N O 00 N N co N N co N N N N N N Od N N cfl N N Ld ONN N N N N M j N N N N cv M c y r1 y rh y �y q �y �y r1 d q � �y r1 �y rf d 10+00 VER TI CAL DA TUM: 10+40 NA VD 88 PER CITY OF RENTON VER TI CAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127 FOUND PUNCHED 1-112" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT THE INTERSECTION OF THE 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 148TH AVENUE SE, ELEVATION = 454.769 FEET. f Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) L. PIED! OV WAS yI S[ P� 3232 is b�p•lg 10+80 11+20 BASIS OF BEARINGS• 11+60 N0125'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. UTILITY CROSSING NOTE: X UTILITY CROSSING, REFER TO C28 FOR DETAILS D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 1 CITY COMMENTS 02.19.19 1 CITY COMMENTS 05.03.19 N0. REVISION 12+00 12+40 12+80 DRD 04.11.19 YLP SURVEYED: JGR SCALE: AS NOTED CYW 06.20.19 YLP DESIGNED: YLP DRAWN: GLB ONE INCH CHECKED: YLP AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BY DATE APPR APPROVED 13+20 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 13+60 14+00 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL % C TY OF RENTON Planning/Building/Public Works Dept. 14+40 14+80 15+20 ill S-405402 R-405423 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Fbba ELOPMENT ENGINEERING WASTEWATER UTILITY nnwarth 07/01 /2019 W1 Ann Fowler 07/05/2019 CEDARS AT THE HIGHLANDS 01.29.19 SE 141 ST PLACE SEWER PLAN AND PROFILE FIELD PAGE: 14120160TH AVENUE SE RENTON, WASHINGTON 98059 C24 SHEET: OF: 24 28 DRS PROJECT NO. 16041 T T C) Q T) V J 3% LJ 00 T C) C) I T I J 01 O C) T Cn 0 Z a J LU a Cn 0 LU U