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HomeMy WebLinkAboutR-422706NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. O i 6 w rr w n O rr n rr w 0 �Z vJ 9.5" C)VC SSS lE @ MAIN 506.30 END IE ✓69.66 lE 0 MAIN 505.71 END IE 6e&. G;z 506.15 SEWE OUTLET ROCK LINING 7'WX8'LXl'T STUBARY CLEANOUT MAX. EXTENT FEASIBLE WITHOUT (TYR), PER COR IMPACTNG EX. CULVERT STD PLAN 406.1 SEE DETAIL, THIS SHEET STA. 10+93 81, 20.94' L 12" IE 6f 1.69 ----- . - - - - - - - ------ ------ - - - - --511.42 525 520 515 510 505 f0+00 Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) f0+40 SNYDER PROPERTY CONNECT 6" PVC DRAIN TO CB 2 CB 1, TYPE 1 \ SOLID LOCKING LID STA. 12+2Z62, 19.08' L RIM 5A $8.516.�6 EX. 12" IE /N 5t5�5 (N) 51306 12" IE OUT 5t5�1 (S) 514.69 CB 2, TYPE 1 VANED GRATE STA. 12+ 14.95, 15.17' L RIM &&83516. 12" IE /N �5f*-P5 (N) 512.3 12" IE OUT 314.5 (S) 512.11 6" IE /N 515 (W)512.39 A'ING COUNTY -� 'EGRADE EXISTING ■ 7 ;DITCH -H$L 12" DI ® :Pzfi � a56 12 19.17X (SEE DETAIL, i -- ---- -- --- i -r-i i--- i i111----------------- f------------------------ i i3 LF 12" D/ 0$�i5y , SHEET C5) i h� i I i i I I �� I h 1 +0� 0`+a9 I I � 1 / 12+00 I 2+69.89 - 11 _---- -r------------L 1---------------------------------r- _-----------� i t LF 12" D/ T- 0 64x U, 158THA VE SE i CB 3, TYPE 1 Q cn o d0 VANED GRA7F iVV STA. 11+04.69, 15.17' L W ; ; W W RIM 5f3:091 51.168 12"IE/N5ff.6jx(N)511.4,9 _�___ __❑___= 12" /E OUT 3;3-6•� (SW) 511.49 � P - O P OP O P - � P can \\ � \ D WEGLIN'S FIRST ADDITION FTI U) VOL. 68, PG. 6 TI O z � z^ I EX. CULVERT ---------- - ------------------ ----- ----- -f& LF 12" DI - 111 0.561K CB 3, TYPE 1 VANED GRATE STA. 11+04.69, 15.17' L RIM 6fdi6 513.68 12"IE/N6f0.6;z(N)511.49 ll 12" IE OUT 5ii:fr39 (SW) 511.49 fR- LF 12" DI ® 476W 0 64X OUTLET, ROCK LINING (7'WX8'LX1'TZ MAX. EXTENT FEASIBLE WITHOUT IMPACTING EX. CULVERT SEE DETAIL, THIS SHEET STA. 10+93.81, 20.94' L 12" IE 6f-039 511.42 158 TH AVE SE CS Z TYPE 1 I VANED GRATE STA. 12+14.95, 15.17' L RIM &W 83516.85 12" IE /N 5i#i5 (N)512.39 12" /E OUT 5f#.25 (S) 512.11 6" /E /N 5f#. 75-5 (W)51 . 1213 LF 12" DI CB 1, TYPE 1 SOLID LOCKING LID STA. 12+2Z 62, 19.08' L RIM 5i Af8516.86 EX. 12" IE /N §f{:(N)51a06 12" /E OUT 6$&.J7 (S)514.69 OBI N �"� �"� d- ^ cp Cd Cd N "i Mi a ui (d �o ati adIj 3 10+80 11+20 11 +60 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 12+00 12+40 12+80 525 520 515 510 m I NO TES: 1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON RIGHT OF WAY SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. CA TCH BASIN NO TE: IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND ADEQUATE KNOCKOUT. PUBLICLY MAINTAINED STORM ELEMENTS: 1 CITY COMMENTS YLP 09.07.22 YLP SURVEYED: Dec 2 ONSITE INTERCEPTOR TRENCH YLP 02.13.23 YLP DESIGNED: YLP 3 AS-BUILTS YLP 10.4.23 YLP DRAWN: YLP CHECKED: YLP N0. REVISION BY DATE APPR APPROVE ALL CATCH BASINS AND PIPES WITHIN EXISTING RIGHT-OF-WAY TO BE PUBLICLY MAINTAINED. SIDE SEWER NOTES: 1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. 2. MINIMUM SIDE SEWER SLOPE IS 2.009 J. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR. 4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND CLEANOUT RING AND COVER TABLE 4.2.2.A ROCK PROTECTION AT OUTFALLS Discharge Velocity at Design Flow (fps) REQUIRED PROTECTION Minimum Dimensions{'} Greater Less than TVDG Thickness Width Len th Hei ht than ore ual to 5 Rock 1 foot diameter 8 feet Crown liningi2 + 6 feet or + 1 foot E 4 x diameter, whichever is 5 10 Riprap(3) 2 feet Diameter 12 feet Crown + 6 feet or + 1 Foot or 4 x diameter, 3 x diameter, whichever is whichever is greater neater 10 20 Gabion As required As required As required Crown autfall } 1 foot 20 NIA Engineered energy dissipater re uired {�) These sizes assume that erosion is dominated by outfall energy. In many cases sizing will be governed by conditions in the receivira waters. {2) Rock lining shall be quarry spalls with gradation as follows: Passing 8-inch square sieve: 100% Passing 3-inch square sieve: 40 to BO°I° maximum Passing 3/4-inch square sieve: 0 to 10% maximum prap s all a reasonably wellgrade with gradation as allows: Maximum stone size: 24 inches (nominal diameter) Median stone size: 16 inches Minimum stone size: 4 inches (Vote. Riprap sizing governed by side slopes on outlet channel is assumed to be approximately 3: 1. FIC:I RE 4.2.2.A SCHEMATIC REPRESENTATION OF YIYElC:I: LVERI DISC}IARGE PROTE(: T'IO. YOHANNEL .,B. (4' MIN.) �i ILL G4 2' MIIN_ z � LL rL w PLAN NTS PLACE ROCK V ABOVE CROWN BOTH SIDES OF CHANNEL FOR -A" -c 8' ONE SIDE OF CHANNEL FOR "A" } 8' �1' MIN. I DISCHARGE PIPE 1 � FILTER FABRIC LINER UNDER V OR 2' ROCK ROCK THICKNESS SEE TABLE 4.4.1.A SECTION A -A NTS OU TFALL PROTECTION NOTES: NORTH GRAPHIC SCALE 0 10 20 40 1 INCH = 20 FT. 0 10 20 40 1 INCH S-BUILT HORIZONTAL 0 2.5 5 10 EEEMi "l CER77FY THA T THE INFORMA 77ON 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, ACCURATELY REFLECTS EXIS77NG FIELD COND177ONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE. 912912023." SCALE: VERTICAL: NAVD 1988 AS NOTED HORIZONTAL: NAD 1983/1991 o O T Y OF 'RJ RENTON ONE INCH DATUM AT FULL SCALE •v Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY REQUIRED DIMENSIONS S' FOR ROCK fJNING "A*+B" 12' FOR RIP RAP SEE TABLE 4.2.2.A. 30, MIN_ 0) 1.0 00 M O O N N W, u R-0422706 � IN COMPLIANCE WITH CITY OF RENTON STANDARDS � LU n O Ir 13- I'r DATE: W 07.08.22 0 FIELDBOOK: PAGE: Z DRAWING NO: 13229 & 13233 158TH AVE SE C 6 RENTON, WASHINGTON 98059 SHEET: OF: 9 DRS PROJECT NO. 21155 SNYDER PROPERTY COMPOSITE UTILITY PLAN