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HomeMy WebLinkAboutR-400613W z rr 0 U z a -17 m P0 -.01 i /I /I 2 J 435 .k N Oa CS 45 �+ �N NQ h 430 V O U 1.00X NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. L.P. ELEV = 425.27 L.P. STA = 21+51.47 PW STA = 21+4a79 PW ELEV = 425.07 A.D. = 3.IIX K = 19 60.00' VC LF 12" LCPE STA. 21+50. 8" PROPOSED PVC SS MAIN ©% (P6 425.19 415 r (N) 421.64 12" /E OUT 0:R!-6{r (S) 421.47 CB 5, TYPE 1 THRU-CURB STA. 21+50.79, 12.37' L 425.02 RIM0:2 0. 92- 410 421.06 6" 1E IN *z''*.�S) 420.97 12" 1E IN -(N) 420.92 12" 1E OUT - (E) SE 165 TH ST co op co N O O rn to N(0 u� N O► j N h 23+20 IL.�"� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 22+80 C�/GJ/GC/G/ 22+40 22+00 21+60 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425.827 3063 F 425827.2423 21 +20 BE THAN Y CORNER R. 0. W. CENTERLINE EXIS77NG GRADE AT R.O.W. CENTERLINE 12" STORM CROSSING -2.11X CB 401, TYPE 1 -24 LF 12" LCPE STA. 20+56.53, 12.17' R ©rsy, (P401) 426.66 RIM 4:26. -0 8.21 422.30 6" 1E IN4AA09; (N) 31 421.78 12" 1E IN-2;6'; (E) 3� LF 12" LCPE 421.78 12" 1E OUT�1- (S) q (P402) 5.78 CB 4, TYPE 2-48 STA. 20+56.53, 11.75' L 27 LF 12" LCPE 426.60 RIM T © 16.74X (P4) 419.92 12" /E IN-0:2e:-05- (W) 419.92 12" IE IN -0z26:-biz (N) INLET 1 12" VAULT INLE 419.92 12" /E OUT 0:R9:-O; (S) STA. 20+56.53, 38. 46' L RIM 41716 12" 1E IN 416.00 (N) 7 CITY COMMENTS 8 REVISED FRONTAGE GRADING PER GAS MAIN 9 REVISED FRONTAGE PER CITY COMMENTS 10 REVISED VAULT CONTROL STRUCTURE 11 RECORD DRAWINGS N0. REVISION 20+80 20+40 1\ 11 I I I 11 11 I I 11 I 11 1�1 IT 11 I I 11 I 11 I 11 I 11 I 11 11 I I 11 11 � 11 Uj W II� � 440 hQ co w w o w N 435 $�2 NON w � V)hW Cali 4 110 25 PROPOSED 8" DI WA MAIN 420 7 CB 402, TYPE 1 STA. 20+25.03, 16.38' R RIM "" -.=r 42Z58 12" 1E OUT "ter (W) 423.59 JSM 4.12.19 SURVEYED: SPF JSM 12.14.20 DESIGNED: JSM JSM 1.15.21 JSM 5.9.21 DRAWN: CWA JSM 6.25.21 CHECKED:JSM BY DATE APPR APPROVE 20+00 19+80 SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 415 410 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM AS -BUILT "I CER71FY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCAPONS, ELEVA77ONS, DEPTHS, PIPE SIZES, AND AS -BOIL T COMMENTS, ACCURA 7FL Y REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE.- 051181202 1." C15 KEY MAP SCALE: 1 "=100' UTILITY CROSSING TABLE C# UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) FG 1 12" SD 421.61 422.61 1.00* 425.13 4" WA 420.28 420.61 21 12" SD 421.49 422.49 2.00 425.19 8" SS 418.82 419.49 3 12" SD 421.29 422.29 1.00* 426.62 4" WA 423.29 423.62 4 12" SD 420.81 421.81 2.28 426.68 8" SS 417.86 418.53 5 12" SD 422.54 423.54 0.50** 427.31 6" WA 424.04 424.54 6 12" SD 422.90 423.90 0.60** 42748 8" WA 421.63 422.30 7 8" WA 423.96 424.63 5.66 427.63 8" SS 417.64 418.31 8 12" SD 417.80 418.80 11.20 424.62 10" SS 406.77 407.60 NOTE WATER MAIN REQUIRES 3 FOOT MINIMUM COVER. * DEFLECT WATER MAIN UNDER STORM TO PROVIDE MINIMUM 1 FOOT CLEARANCE. ** PROVIDE ETHAFOAM PAD FOR CLEARANCE LESS THAN 1.0'. UTILITY CROSSING NOTE: OX UTILITY CROSSING VERTICAL DA TUM. NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK.• 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 118" COPPER PIN, DOWN 1.2' IN MONUMENT CASE. INTERSECTION OF 116TH AVE SE AND SE 168TH ST. ELEVATION = 459.078 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1640, FOUND CONCRETE MONUMENT WITH PUNCHED 3" BRASS DISK, STAMPED "KING COUNTY SURVEY" ELEVATION = 466.086 FEET. BASIS OF BEARINGS.• N01'47'08 E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT NOS. 1863 AND 1640. NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. HORIZONTAL 0 2.5 5 10 1INCH =5FT VERTICAL C TY OF =� RENTON Planning/Building/Public Works Dept. R-400613 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N O T 00 Ln M 0 0 0 (fl T J Nt C) L0 0 0 0 T W z 0 DATE: BETHANY CORNER 11.29.16 ROAD AND STORM PLAN FIELDBOOK: z AND PROFILE (SE 165TH ST) PAGE: DRAWING NO: T 16433 & 16451 111 TH AVENUE SE C13 RENTON, WASHINGTON 98056 SHEET: 13 OF: 19 W m DRS PROJECT NO. 16062