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HomeMy WebLinkAboutS-38970717 374 372 _14.3LF 8;, PVC SE 1/4 SECTION 31, CONNECT TO EX. SSMH 5-2776 a 5 E, W.M. STA. 10+88.66, 768' R & VUECREST l/ a RIM369.08 MAJ 08,25.16 MAJ w 8" IE IN -4& -86- S NEW 361.89 o p d 8" IE OUT 36-F- r (O -VEX EX 361.77 / z v MAJ U W M M_ -� w M 10+00 I I 2 W - - 0 D 5 o 6 r----- — 7 -- — o 3 4 O o v p 8 N Ld IN N r; �o SSMH 2 o r Q �o o STA. 13+82.70, 4.80' R (SMITHERS) "H) STA. 15+44.33, 10 3' R (%) STA. 40+09.38, 5.50' L (TRACT � Ld RIM z3578. fz3 377.9 Z� RIM 335-- 374.78 Cpm 00 I�� 8" lE IN 3 z (SE)369.87 opo �� 8" IE IN n165.7`5 (S, E) 365.68(S), 365.6 E) Ld �a0 �" 8" lE OUT (N) 369. ��o �N 8" IE OUT 36:5.66 (N) 365.55 ��h �� �aD �M 7 Qf �b ��h �b �QO �b �<C ______ U ��h �(� dao �f� 376 —370 od � Ld 374 _368- 368 D > 17 374 372 _14.3LF 8;, PVC SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECREST ESTATES & VUECREST l/ SHORT PLAT N v ° d . • gi : p 1 w ro v•' p r- - 2 1 1 SSMH 1 STA. 12+10.19, 4.80' R (SMITHERS) STA. 30+08.13, 5.79' R (TRACT "G) RIM 331-38-371.43 8" lE INz3fi3-. f-5(S,E) 363.14(S),363.1 8" lE OUT 363.9,- (N) (AB) 16 r 15 3j ° ° p p v RS VE S 13+00 --I- 0 41N, 1K 8 " I- 18" PVC 14 a � Vf 13 378 ' p• �Y low / 12+40 V -EL=, _X4 ' SURVEYED: SJS - - 06.06'16 MAJ DESIGNED: MAJ MAJ 08,25.16 MAJ MAJ 10,21.16. o p d MAJ / MAJ ma- MAJ 01.04.18 MAJ APPROVE BY DATE APPR r- -------- -- - 0 oo 5 o 6 r----- — 7 -- — o 3 4 O o 8 N r; IN N r; �o SSMH 2 o r SSMH 3 �o o STA. 13+82.70, 4.80' R (SMITHERS) "H) STA. 15+44.33, 10 3' R STA. 40+09.38, 5.50' L (TRACT � Cp RIM z3578. fz3 377.9 Z� RIM 335-- 374.78 Cpm 00 I�� 8" lE IN 3 z (SE)369.87 opo �� 8" IE IN n165.7`5 (S, E) 365.68(S), 365.6 E) N� �`� �a0 �" 8" lE OUT (N) 369. ��o �N 8" IE OUT 36:5.66 (N) 365.55 ��h �� �aD �M 7 372 �b ��h �b �QO �b �<C ______ �O �(� ��h �(� dao �f� 376 —370 od � 374 _368- 368 10+40 10+80 11+20 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT 11+60 12+00 12+40 12+80 13+20 GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0` 2.5 510 NORTH "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS 1 INCH = 5 FT. AS—BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, VERTICAL ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, ACCURA TEL Y REFLECTS EXISTING FIELD COND1 TIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E.- 1/12/2018." 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS REVIEW 2 •I D.R. STRONG3 CITY COMMENTS, REVIEW 3 CONSUL TING ENGINEERS 4 CITY COMMENTS, REVIEW 4 ENGINEERS PLANNERS SURVEYORS 5 MYLARS 620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS—BUILTS O 425.827.3063 F 425.827.2423 N n R FV I� I n N MAJ 03,22.16 MAJ SURVEYED: SJS MAJ 06.06'16 MAJ DESIGNED: MAJ MAJ 08,25.16 MAJ MAJ 10,21.16. MAJ DRAWN: YLP MAJ 12,06.16 MAJ CHECKED: MAJ MAJ 01.04.18 MAJ APPROVE BY DATE APPR r; N oo o r1IN N O o N r; IN N r; �o oIN O o r N �o o ��o � Cp Cp Cfl Cfl Cpm 00 I�� oN �� opo �� �� N� �`� �a0 �" �N �N ��o �N �O I�r'i ��h �� �aD �M �� �� �b ��h �b �QO �b �<C ftp �O �(� ��h �(� dao �f� �N �Op I,Q6 od � 10+40 10+80 11+20 r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) AS -BUILT 11+60 12+00 12+40 12+80 13+20 GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0` 2.5 510 NORTH "I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS 1 INCH = 5 FT. AS—BUILT BY D. R. STRONG, AND MAY INCLUDE LOCATIONS, VERTICAL ELEVATIONS, DEPTHS, PIPE SIZES, AND AS—BUILT COMMENTS, ACCURA TEL Y REFLECTS EXISTING FIELD COND1 TIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E.- 1/12/2018." 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS REVIEW 2 •I D.R. STRONG3 CITY COMMENTS, REVIEW 3 CONSUL TING ENGINEERS 4 CITY COMMENTS, REVIEW 4 ENGINEERS PLANNERS SURVEYORS 5 MYLARS 620 7TH AVENUE, KIRKLAND, WA 98033 6 DRAFT AS—BUILTS O 425.827.3063 F 425.827.2423 N n R FV I� I n N MAJ 03,22.16 MAJ SURVEYED: SJS MAJ 06.06'16 MAJ DESIGNED: MAJ MAJ 08,25.16 MAJ MAJ 10,21.16. MAJ DRAWN: YLP MAJ 12,06.16 MAJ CHECKED: MAJ MAJ 01.04.18 MAJ APPROVE BY DATE APPR 13+60 14+00 VERTICAL DA TUM: NA VD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C31 FOR DETAILS 14+40 14+80 BENCHMARK: 15+20 1. CITY OF RENTON CONTROL POINT NUMBER 1872: FOUND CONCRETE MONUMENT WITH BRASS PIN, DOWN 1.1' IN MONUMENT CASE. INTERSECTION OF S. 192ND STREET AND 99TH PLACE S. ELEVATION = 319.47 FEET. 2. CITY OF RENTON CONTROL POINT NUMBER 1227 FOUND CONCRETE MONUMENT WITH BRASS PLUG, DOWN 1.0 IN MONUMENT CASE ELEVATION = 54.78 FEET. 15+60 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: SCALE: DATE: VERTICHORIZONTAL: NAD VD 19 988 83/1991 ,► VUECREST ESTATES & VUECREST II 09.28.15 AS NOTED C T Y 0 � FIELDBOOK: RENTON PAGE: �m SANITARY SEWER PLAN AND PROFILE ONE INCH DRAWING NO: AT FULL SCALE w� Planning/Building/Public Works Dept. C26 IF NOT ONE INCH SCALE ACCORDINGLY U15007217 / U15007232 SHEEP: OF: 26 33 DRS PROJECT NO. 12102 R-389776 S-389707