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HomeMy WebLinkAboutR-400614NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. rr w z rr 0 U z 17 w In 1E OUT 414.92 (S) 25 LF 12" D 0 0.62X 12"'lE /N 415.07 (N) T 12- E OUT 415.21 (S) l r34 LF 12" DI ® 0.92R' i 7+00 , BE THAN Y CORNER OUTLET 1 12" CONTROL STRUCTURE -��� = ^_T T CB 1A, TYPE 1, BIRDCAGE INLET AND VAULT OUTLET STA. 8+00.42, 19.50' L STA. 9+12.47, 36.43' L ■ - °® 7,119 S.F. RIM �008.9-2- 41a95 12" lE IN�1- (N) 416.95 418.15 12" IE OUT �f+899-(E) III ii I - o\ I I i EXISTING PIPE TO BE 12" lE OUT�1- (S) 417.00 16 i24 it I -� ° I MIN 18" CLEARANCE BETWEEN POLE REMOVED I r L� 1'2" LCPE (P3) II I L FOUNDATION AND STORM PIPE) (TYP) CONNECT FLOW LINE OF L EXISTING CULVERTS TO BE REMOVED T �- '-r iiT; u T_ T- - - - \ 11^ - - - - - - - - - - - - - - J ASP ALT WALKWAY TO - - - - - - ----------I-I-I-i----J v J I 428 R OF PROPOSED � Ll - - -L _ CONCRETE CONCRETE CURB 53 a 79 8 49 a51 a 426 o 0 0 0 -- - - �° t� 430 §4_ LF 12 DI ® -9rs�i (P2) LF 12" D ® 19_5�7. (P2 � - _ �° °. o o A 6 ° CY° - ' 432 ° . - 0 422 T - - -- ----- - ------ - - _---- ', 276 LF 12" L�PE ©3 (P9 - 3.639 - --- - - -- -- _ -. --- 434 ----------- ` - - - - - - - - 771 rREGRADE ����. Ik2 - - - - - - - - - - - -- ----------�1-1-OD------- ---- ---- - � � �. � M EX DITCH CB 3 TYPE 2-48" - - - - - - - ----- --------�---- _� _�_ TO DRAIN TO NEW CB o o SOLID LOCKING LID f'fr LF 12" DI ®B3 i (PIA) W _ REGRADE EX-0TT€H - STA. 9+ 12. 47, 20. 46 L > 11 TH A VE SE - _ 25 5:05 TO DRAIff TD-lVEW-CB- RIM 425.10 --- �FLOW LINE OF ASPHALT 12" lE IN --0 i?L 88- (N) 417.75 �l CB 1, TYPE 1, BIRDCAGE INLET 12" lE IN -If Hx 66- (W) 41780 -, 1 C-LJ W - - - W WALKWA Y(TYP) STA. 7t 74.46, 19.10 L 6 IE IN �8-�.�r E � - CB 2, TYPE 1, BIRDCAGE INLET i� RIM �H-3�4.rr 418.55 12 lE oU T" -4�-88(S) 41 - 7.73 STA. 8+54.86, 20.46' L , OP TYPE 1 12" IE IN �-� (N) 415.74 RIM ''- 420.27 10 0.50 CB 9 12" IE OU'r-r7.T7 (S) 415.52 12" lE IN 59- (N) 41743 -}9-LF 12 LCPE © �9� (P3) �P �P OP ' CB 2A, TYPE 2-48 W/SCUPPER INLET 12" lE OUT (S) 417.37 WISCUPPER INLET SEE DETAIL SHEET 0.46HEET C16 SRIM SEE DETAIL SHEET C16 I ' L 432.38 RIM �T 423.92 12 STA. 9+02.49, 20.46' L I " IE OUT 4�6 (S) 427.61 = 12" lE IN 0; A, 4 (N) 417.68 12" lE OUT-, A84 (S)I 417.68 V ✓/ - / 11v ASSUMED COVER 3 FEET Q OVER THE WATER MAIN 435 - 435 EXISTING GRADE AT Oo N R.O. W. CENTERLINE O 1 rn - IN d-------- 430 --- -- --- --- 430 W - ---- 12" lE OUT 414.92 (S) - - ---- STA. 7+10.57 (SEE PLAN NEW) PROPOSED GRADE AT _ - -_ ---- CENTERLINE OF PIPE -------------"----_ 25 LF 12" DI ® a629' 12" lE /N 415.07 (N) - -- -- 425 ---- - ----------- ----- 425 12" lE OUT 415.21 S O I -------------------- --- - pd 0 D4 34 LF 12" DI ® 092g -- (P9) -------------- " 9 12 LCPE ®% 0 6 ----------- ---- --- .F 3,63 -- ---- 276 420 ----- - ------------------------------------- ---------- ---- a79 5 -LF 12" DI ® 0-5%2% (P2) _--- 4a51 e:,WX (P2A) 420 - 4 --- --- 415 CB 1, TYPE 1, BIRDCAGE INLET CB fA, TYPE 1, BIRDCAGE INLET CB 2A TYPE 2-48 � STA. 7+74.46, 19.10' L STA. 8+00.42, 19.50' L W/SCUPPER INLET CB J. TYPE 2-48" CB CB 9, TYPE 1 415.74 R/M-�-s-r� +n N) 415.74 12" lE lf•l�-� (N) RIM % 418.95 12" lE 1N�31- (N) 416.95 SEE DETAIL SHEET C16 STA. 9+0249, 20.46' L SOLID LOCKING LID INLET SEE DETAIL SHEET C16 " 415.52 12 /E OUT �H�?-1-� (S) 12" 1E OUT�31-(S) 41ZOO 417.68 RIM 003 a9 STA. 9+12.47, 20.46' L RI RIM #9+2. 425.10 EXISTING 8" STA. 11+88.83, 20.46' L 410 417.68 12" lE IN -4fi�-�,� (N) lE IN 4t�?88-(N) 41Z755.10 SS MAIN RIM 2• RI lE OUT 62 432.38 (S) 427.61 410 CB 2, TYPE 1, BIRDCAGE INLET 41Z68 12" 1E OUT�89 (S) 12" 1E IN 4fA88-(W) 417.80 6- ifr LF 12" DI EYJS77NG 8" STA. 8+54.86, 20.46' L OUTLET 1 12" CONTROL STRUCTURE 6" lE IN 4>&�(E) 0 $.3216' (PIA) 27 RIM SS MAIN 420. "ter 417.43 12" /E IN 4fix 59 (N) AND VAULT OUTLET " „� T,- 12 IE OUT-o8 (S) 417.73 5.05 417.37 12" lE OUT 4 fix 59 (S) STA. 9+12.47, 36.43' L 16 - 418.15 12" 1E OUT #h9:66-(E) ® 4._,Vg (P3A) % % % TH A VE SE 2.24 co d <o O Of O oO hN Q 1) 00 w 00 h ►7 N N M N N O N N '� N N N N N N N N N N N^ N^ N N N N O '� rNj M raj ►7 d rh �f d d �y rh r1 r1 r1 r1 7+20 VERTICAL DA TUM: NAVD 88 PER CITY OF RENTON VERTICAL CONTROL. BENCHMARK: 7+60 8+00 1. CITY OF RENTON CONTROL POINT NO. 1863, FOUND CONCRETE MONUMENT WITH 1/8" 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'O8"E BETWEEN MONUMENTS FOUND IN PLACE ALONG THE EAST LINE OF THE NE QTR, STR 29-23-05, COR PT NOS. 186J AND 1640. r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 8+40 8+80 9+20 UTILITY CROSSING TABLE C# UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) FG 1 12" SO 421.61 422.61 1. 00* 425.13 4" WA 420.28 420.61 2 12" SO 421.49 422.49 2.00 425.19 8" SS 418.82 419.49 3 12" SO 421.29 422.29 1. 00* 426.62 4" WA 423.29 423.62 4 12" SO 420.81 421.81 2.28 426.68 8" SS 417.86 418.53 5 12" SO 422.54 423.54 0.50** 427.31 6" WA 424.04 424.54 6 12" SO 422.90 423.90 0.60** 427.48 8" WA 421.63 42230 7 8" WA 423.96 424.63 5.66 427.63 .SS 417.64 418.31 8 12" SO 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'. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425.827.2423 9+60 10+00 UTILITY CROSSING NOTE: OUTILITY CROSSING AS -BUILT 10+40 "/ CERTIFY THAT THE INFORMA7/ON 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 COND17/ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. • 051181202 1." 10+80 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 1988 83/1 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20 DESIGNED: AS NOTED HORIZONTAL: NAD 19ss, 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21 JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21 DRAWN: CWA ONE INCH DATUM 11 RECORD DRAWINGS JSM 6.25.21 CHECKED: AT FULL SCALE JSM awe D IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY M J 11 +20 11+60 NOFRTH GRAPHIC SCALE 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. 12+00 12+40 R-400614 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N co O Nt C) C) co w z M 0 DATE: U BETHANY CORNER 11.29.16 >- ROAD AND STORM PLAN FIELDBOOK: z AND PROFILE (111 TH AVE SE) PAGE: DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C14 RENTON, WASHINGTON 98056 SHEET 14 OF- 19 Mw W DRS PROJECT NO. 16062