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HomeMy WebLinkAboutR-389769w Q z U C/)v w W Ory U W (/) LdQ (%) Ld U7 Ld ry U W 144 ° I ° ° m 1 1 2 ` lA � 3 ° 3 e. . CB 4, TYPE 2-48" STA. 12+04.16, 11.39' R (STR.) STA. 30+01.61, 0.12' L (STR.) I RIM 4i4-:-1-371.27 6" IE 36,E -e, (W) IN 365.90 °'I 12" IE 365.5,- (E) IN 365.47 "I 12" IE ZC�T (N) IN 365.34 18" IE 365$ (S) OUT365.02 r SE 1/4 SECTION 31, TOWNSHIP 23 N, RANGE 5 E, W.M. VUECREST ESTATES & VUECREST {{ SHORT PLAT 17 18 19 20 a 24 LF 12" LCPE 04 AB) 1. CB 104, TYPE 1 STA. 12+04.15, 12.17' L 41 STA. 30+25.17, 0.13' L 1 RIM 3TITr 371.24 V 12" 1E 46,9.:R; (E) IN368.24 V 12" IE 368.:91- (W) OUT 368.2 T T T ------------------------ -� 0 w� w 32+00 5 - 31+00 TRACT IIGII � / 32 08.E _+ 17!77;< ®-1041 i 8 204, TYPE 1 PRI VA TE STA. 30+52.54 RIM 38-372.51 ---- 6" lE 3576-88- (NE) IN 370.16 ----- - - o 11 16 12" lE y (W) OUT ° - ��� 27 LF 12' LCPE P204 ------------ ONO ----- 30+00 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C32 FOR DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 30+40 30+80 VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. AS -BUILT 31+20 31+60 32+00 BENCHMARK: 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. "7 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 1/12/2018. " 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 D.R. STRONG 3 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 NO. REVISION 5 I NORTH GRAPHIC SCALE 4 0 10 20 40 L I .l 1 INCH = 20 FT. ° 4 co HORIZONTAL M �N ��"� SIN ►7 �� r71� . fid' w) cc Q) �) �) ►7 03.22.16 r'S 30+00 UTILITY CROSSING NOTE: OUTILITY CROSSING, REFER TO C32 FOR DETAILS Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 30+40 30+80 VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL HORIZON TA DA TUM: NAD 1983/91 PER CITY OF RENTON MONUMENTS. AS -BUILT 31+20 31+60 32+00 BENCHMARK: 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. "7 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 1/12/2018. " 1 CITY COMMENTS, REVIEW 1 2 CITY COMMENTS, REVIEW 2 D.R. STRONG 3 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 NO. REVISION 5 I NORTH GRAPHIC SCALE 4 0 10 20 40 L I .l 1 INCH = 20 FT. ° 4 co HORIZONTAL ° °.I CB 103, TYPE 2-48" CX3 � CIO I. VERTICAL 4 03.22.16 I STA. 13+88.20, 11.39' L (STR.) SURVEYED: sIs MAI 06.06'16 `°'• ° DESIGNED: MAJ MAJ 08.25.16 MAJ I I STA. 40+24.39 (STR.) MAJ DRAWN: YLP MAI 12.06.16 MAI CHECKED: MAJ ° 4 RIM 374.98 APPROVE I BY DATE APPR I 6" IE 3E8�G (NE) IN 368.68 I.` I 12" IE !368.:F6 (E) IN 368.23 _ ° / I 12" IE 5 (W) OUT 368.18 4 ° 8 TYPE 2-48 R P CATCH BASIN 0 1AI �I' In TA. 13+88.20, 11.39' R (STR.) \4 CB 203, TYPE 1 PRI VA TE T 40+01.61 (STR.) I / STA. 40+50.13 IM 35374.88 11 / RIM 3�1-376.21 11E 368-6+ (S) IN 368.53 I •4•. 4 6" IE 37_�F.7- (SE) IN 372.80 12" IE 368.- 0 (E) IN 367.56 I j 12" IE ? 1- (W) OUT3 18' IE 36-4--13 (N) IN 364.03 18' IE¢ -Q-13• (S) OUT w W 6 © I 0) ° .I I II TRACT IH + o � ❑■-------- -- 4' ° 1 25 LF .I• 12" LCPE P203 I. 4 LF 12 "• L CPE P 103 7 2 -119 I I. --------- 1 1 10 NORTH GRAPHIC SCALE NC, 0 10 20 40 L -,I- 1 INCH = 20 FT. S. co HORIZONTAL 0 2.5 5 10 mmomi CX3 � CIO 1 INCH = 5 FT. VERTICAL MAI 03.22.16 MAJ SURVEYED: sIs MAI 06.06'16 MAI DESIGNED: MAJ MAJ 08.25.16 MAJ MAI 10.21.16 MAJ DRAWN: YLP MAI 12.06.16 MAI CHECKED: MAJ MXI 01.04.18 MAJ APPROVE BY DATE APPR --------- 1 1 10 40+00 40+40 40+80 41+20 41+60 SCALE: VERTICAL: NAVD 1988C T Y 0 E AS NOTED HORIZONTAL: NAD 1983/183/1 991 � RENTON ONE INCH DATUM AT FULL SCALE axe Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II �( ROAD AND STORM PLAN AND PROFILE UPJ U15007217 / U15007232 DATE: 09.28.15 FIELDBOOK: PAGE: DRAWING NO: C19 SHEET: 19 OF: DRS PROJECT N0. 12102 R-389769 NC, �� oto L -,I- NN - S. co ao N CX3 � CIO co ofCO 40+00 40+40 40+80 41+20 41+60 SCALE: VERTICAL: NAVD 1988C T Y 0 E AS NOTED HORIZONTAL: NAD 1983/183/1 991 � RENTON ONE INCH DATUM AT FULL SCALE axe Planning/Building/Public Works Dept IF NOT ONE INCH SCALE ACCORDINGLY RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: VUECREST ESTATES & VUECREST II �( ROAD AND STORM PLAN AND PROFILE UPJ U15007217 / U15007232 DATE: 09.28.15 FIELDBOOK: PAGE: DRAWING NO: C19 SHEET: 19 OF: DRS PROJECT N0. 12102 R-389769