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HomeMy WebLinkAboutR-41881500 I 0 0 Q O 73 .l N N (D N (O 0 a E L N / 0 0 0 N M I. N 0 10' 20' 40' 3' FRENCH DRAIN ASBUILT DRAINAGE BYPASS PLAN AND PROFILE OF -1 /2" AIN ROCK EDENFIELD PLAT (SUMPTER) A PORTION OF SECTION 14, TOWNSHIP 23 N., RANGE 05 E., W.M. FED PVC CITY OF RENTON, KING COUNTY, WASHINGTON FABRIC 1140N) NOT TO SCALE rn 3 SCALE: 1 "=20' Y EX FENCE Lu FRENCH DRAIN • a. �� „ '. IE=386.26 b 0 . - CM2 ------ 3 LF 6" RD PLAT. BOUNDARY N U ------ 0 0 0 0 34- LF 12" DI (PUBLIC) ............................ CBlktl 72-------__ _ 8" WATER - - -- - CB#7 /.------------- �i - i / ` LOCK AND LOAD RETAINING WALL (TYP) 380.30 ° V� IM I.0 100 I 0 I 9� 0- 0, � s V, 400 ■ 400 1 1 395 .395 1 ■ 1 1 390 13 RAD NG GRADE SECTION LINE i"SEC I ION LINE 390 1 385 1 385 77 ■ ■ 1 ■ 380 65X1 380 1 1 1 375 375 1 1 ■ 370 — " 1370 3-78,66 •ffl 1 1 365 . 365 1 mr- 1 ■ 1 360 i 360 CV 00 M N p) "' M CD � 1 CO C6L; L64 �L; r-�'; 00 M 00 M 00 M 00 M 00 M 00 M 1 ■ LOT 7 STORM BYPASS HORIZ. 1 "=20' - VERT. 1 "=5' Z — 0 10' 20' 40' SCALE: 1 "=20' 8" WATER I I� 19 20' SDE & WLE I♦ 45;l GO ♦�. '♦I 7/ 380.30. 6" ROOF DRAIN SEE SHFFT 2R FnR RFTAII R Q 0 z 0 m BOLLARDS (TYP) SEE DETAIL ON SHEET 23 EX FIRE OUTE'ALL PROTECTION RAMP 12'x7.5' RIP RAP -OR PAD (2' THICK) .- X R/W I•E=�y�^ter 370.43 39 LF 12" EX SD EX 8" WATER W I I •. _ 158TH _AVE SE —i LOCAL ACCESS I I I I •' ---------------------- 'u� (on)1 Nd (on)d — I (on)L.."._, (sn)d (en)dTV — II �° TEMPORARY ADA RAMP EX R 1 SEE SHEET 18 FOR DETAILS PROPOSED LOCK AND LOAD RETAINING WALL 9 ° . . VMINE r-7 Pm ON Imillml ON oln© PM SIMON -d ©� SIMON `'w� . �� ON ON P711 C l�iE]►I�1 us r7 - SIMON ON 110� r� • _—AMP-0 �- --INIl�1►�,ICI� iiJI ., -� 1 1 1��'�iatlat'1="i�[y11��.T.rirz�l��� �l• 1 NONE 0 m nim— fi� mmo NO I .. MINIM 03 . - - .. ,. . MINE_ MINE - ON " - �J1•I�»�iE1:I�1�J�i� . , 1 -- MIAM .,- riMM."INIM011111 SOON .... .... .... 1 1 RECORD DRAWINGS AS BUILT BENCHMARK FOUND PUNCHMARK IN Y4„ BRASS FOUND PUNCHMARK IN 1Y" DATUM DOME IN CONCRETE MONUMENT IN BRASS DOME IN 4X4 0.4" HORIZONTAL DATUM: VERTICAL DATUM: CASE 0.5" BELOW GRADE OBSERVED BELOW GRADE OBSERVED 37555 N0. REVISION NAD '83/'91 NAVD '88 N: 175866.55, E: 1319201.78 N: 175852.22, E: 1319809.82 STORM BYPASS HORIZ. 1 "=20' - VERT. 1 "=5' TJS 10/10/22 BJT s'"w"m' DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: BJT SCALE: PLAN: 1 "=20' VEIMCAL: NAVD 1988 PROF: H 1 "=20' HORIZONTAL: NAD 1983/1991 V1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �•- cti I 11111 SITE MAP KEY PLAN UTILITY CROSSINGS- QIE 12" SD=371.08 T/P 8" W=370.08 *SEPARATION IS LESS THAN 1.5', REQUIRES GEOFOAM QIE 12" SD=376.00 T/P 8" W=373.51 QIE 12" SD=376.80 3 T/P 8" SS=369.07 QIE 12" SD=377.32 4 T/P 12" SD=375.82 Q5IE 12" SD=378.62 T/P 8" W=377.09 KEYNOTE: 385 ❑1 CONNECT WALL DRAIN TO STORM LINE. QCONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF 380 CONFLICT EXISTS. DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 375 370 2" N) c� ca CALL BEFORE YOU DIG: 1-800-424-5555 .AourtI16k CITY OF RENTON Planning/Building/Public Works Dept. NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. F. TAL� 0 Z 1423 ��F F /STE��� NA L 0/10/20 V E C v 4) � .� O (0 C Lu c O N M ad�1N m :< 0) tn L\ Lr) ar cv C O L0 4-7 f V N in U r- a, Y�'t R-418815 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ASBUILT DRAINAGE BYPASS PLAN AND PROFILE EDENFIELD (SUMPTER) SHORT PLAT MAINVUE WA LLC 1110112TH AVE NE, SUITE 202 BELLEVUE, WA 98004 M 04 H H M r- O CD O O Q J O O O O I O Q ~ N 0) O N v)O ` DATE 10/10/2022 � m 0 FIELDBOOK: PAGE: DRAWING NO, �w c/') SF1EEh 151 GF:47 �