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HomeMy WebLinkAboutR-411519T L. 722970-0006 N Ln 3 RIM: 41�4.78 fE=44C06 18" (S) IE=44906 18" (N) J H LX. 7ZZ LI- 1Z NU 9 7.36% CONTINUATION -SEE THIS SHEET Z I o h ~ Cn IMH LID ® Zoa Ir C o 0 .00'Lj � 42 g (W) ^° (E) U �wQ (N) L o Lei cn co) _ W/ SOLID LOCK NG LID TA: 10+13.9 , 0.00 475 RIM. 472.42 (REC NECT EX. STORM LINE) IE=468 50 2" (W) IE=444.33 8" (E) IE=444.33 8" (N) 470 CB 6 TYPE 2. 480 MH - W/ OLID LOCKING LID STAL66 .39 LT - RIM 1E= (S) � 1€= ) i 465 l� I• 1. �.T. �.. �. �. .. .. .. .. .. .. .. .. .. .. .. .. .. . LU STRUCTURES OVER DEEP -00 Lu REQUIRE STRUCTURALDESIGN 460 455 z U 450 3 LF18"PCSD®0.0% 445 440 `jI IIIIIIIIIIIIIII� .. . N K9 � 6 C6 6 C� C� 6 C� 6 6 W W W W W _W W W 7+00 Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 8+00 9+00 OFFSITE STORM OUTFALL HORIZ. 1 "=30' VERT. 1 "=5' xrL 10+00 01 3 REVISIONS PER CITY COMMENTS DATED 612312021 38375 �� 2 REVISIONS PER CITY COMMENTS DATED 410712021 REGISTER �;� 1 REVISIONS PER CITY COMMENTS DATED 112512020 SIONAL 07/01/2021 N0. REVISION 475 470 Uj 465 LU LU 460 Q z z O 455 I,, O 450 445 440 CONTINUATION -SEE THIS SHEET -7 '77 475 LU LU 470 LLI 465 LIJ O 460 z z O Q) 455 O 1450 1440 WORK SHOWN IN THIS AREA WITHIN 164TH AVE SE IS IN KING COUNTY RIGHT OF WAY. A PERMIT WILL BE REQUIRED FROM KING COUNTY PRIOR TO THE START OF WORK RESTORATION WITHIN KING COUNTY R- 0- W SHALL COMPLY WITH KING COUNTY ROAD STANDARDS C8 #15, TYPE 2, 60" MH W/ SOLID LOCKING LID STA:10+13.93, 0.00' RIM: 472.42 IE=468.50 12" (W) IE=444.33 18" (E) IE=444.33 18" (N) - w w - w - W 100 LF 18" VC ® 0.50% EX. 122 LF 12" SD 7.36% E. 1 /4 CORNER SEC. 14-23-05 CALCULATED POSITION C 15, TYPE 2 60" MH W SOLID LO KING LID S A:10+13.93 0.00 R : 472.42 11+00 CB 1114, TYPE 2, 48" MH W/ SOLID LOCKING LID STA:11+14.05, 0.00' RIM: 456.56 IE=443.83 18" (W) IE=443.83 18 (E) o�o � - w- w " 4.60% 12+00 12+?6 SD OUTFALL, RIP RAP OUTFALL PROTECTION 8.5'xl2'x2' STA: 12+18:18, 0.00' IE=439.11 12" (W) I 468.50 12 (W) (REC NECT EX. TORM LINE) 1 444.33 18 (E) I 444.33 18 (N) \\ _ C 4 TYPE 2 48" MH I SOLID LOCKING LID W R 456.56 .00 \\ 1 _ 443.83 18 (W) 1 443.83 18 (E) STRUC RES OVER 5' DEEP ` \ REQUIRE STRUCTUR L DESIGN ® 0.50% \ 18 PVC Sp ® _ 60$LO \ CEI WLQ SURVEYED: SDM DESIGNED: NEM CP 0710112021 CP 0410812021 DRAWN. TLK PMD 1111212020 CHECKED: EDM BY DATE AP P R APPROVED: CJA SCALE: 11+00 OFFSITE STORM OUTFALL HORIZ. 1 "=30' VERT. 1 "=5' VERTICAL: NAVD 1988 1 "=30' HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 475 470 465 460 455 450 445 440 12+00 12+25 Know what's below. Call before you dig. 0 �. + CITY OF RENTON Planning/Building/Public Works Dept. NORTH 00 0 5 10 20 30 SCALE 1 " = 30' 61 • i R-411516 S- 411508 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q DEVELOPMENT ENGINEERING 1 � Brianne Bannwarth 07/01/2021 ' O Z DATE: SKYHORSE SHORT PLAT 1111212020 cry PR 17- 000438 FIELDBOOK: PAGE: O DRAWING NO: OFFSITE UTILITY IMPROVEMENTS 1460.3 SHEEP: OF 19 :19 `- J