Loading...
HomeMy WebLinkAboutR-42382700 i w rr w z w rU� V z Z Q rr 06 rr w rr Q 0 Q w U H W w 0 z 0 U) LU Q w W A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C3.01 AIL AIL AIL L � � lll/� � lll/� � 111/,� � LLL/.�- � L11/� � Ill/� � lll/,�- / h / / Q �/ 1 DECID " _�I/ / -�I� DECID — �IL AIL x x x x ❑❑ ❑❑ / U) Cl) U) �/� �/� �(/� 1J1/� �/� - L //� // ' UNDER FIELD DRAINAGE lll/�111/� -_ - - - - - - / / / �. PER FIELD DESIGNER o o x o-L-----__�-- - — — — — — — — -16— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — f4JBECID--------------- �— 2�ECIB--- --- — 14" DECID O - \ -- O 15 DECID -- ` 0 11 " DECID o 13 DEC? — 0 10 DECID o 10�zEEID — ---- ��—�—---J��_-29--- ---------`-- — N O 15" DECID — — — — —0 0 �-Q — TIANDRA/t- o - _ �' DECID--19------ .� HgN�q{L- — — ❑� / — — 1 0 12" DECID - -- -------1-------- 4'71/C� 1AULT N ' — 12 DEC l� — — — — — WIRE FENCE \ f �' I ( o Cn 0 U) --------------------------------- ------------------------------------ WA TER WETLAND FLAG AREA B (81-B18) O� oBBR0 W��. �Q 33708 9' /o\ FLOODPLAIN MITIGATION OUTFALL IE=11.70 24" FLOOD MITIGATION PIPE, PROTECT WESTERN END FROM DEBRIS AND ANIMAL ENTRANCE SEE DETAIL ;� C3.20 TYPE I CB AS DISCHARGE STRUCTURE. RIM MATCHES BIOSCAPE MEDIA SURFACE ELEVATION. INLET SUBMERGED TO TRAP SEDIMENT AND ACT AS ENERGY DISSIPATOR. PROVIDE SOLID LID PER DETAIL 2 CLEANOUT WITH C3.20 ' CONCRETE COLLAR. RIM TO BE 6-INCHES ABOVE BIOSCAPE MEDIA # 56 SDCO i RIM=15.20 IE=12.50 6"(OUT)S FILTERRA BIOSCAPE PLANTER, / WITH MEDIA TYPE AND DEPTH / CONFORMING TO ECOLOGY STANDARDS. PROVIDE 6-INCH PERFORATED UNDERDRAIN AS SD A06 CB TYPE I SHOWN. SEE DETAIL RIM=15.20 C3.21 IE=12.20 6"(IN)N IE=12.20 6"(IN)S ly IE=12.20 18"(OUT)W ' 18" BIOSCAPE OUTFALL ' IE=12.04 / PROTECT WESTERN END FROM ( ' DEBRIS AND ANIMAL ENTRANCE SEE DETAIL 48 LF 18" PVC @ 0 % ' 0 E N E R A T 0 R - STUDIO - STORM RUN 3 O 21 " DID p 16" CON / I �11"DECID / / S89'58'50"W 214.66' ' —� 21.50 5243 9 „ ' — — AFN.• 9903231472 rt 7 / I 1 SDD04CBTYPEII-48" FINISHED GRADE OF FIELD = 21.5 / RIM=19.34— IE=11.5512" 1N)NE `IE=1fi.5512"(OU`f)SW- \ INTERCEPT AND E- - CONNECT TO EX STORM 1141) E- - - - - - - - — - — — —_ — — — ch LU w U) SD A03 CB TYPE II - 48" ( - / W RIM=19.95 / \ \ \ / LJJ IE=15.6318"(IN)E IE=15.6318"��(cO;;IU�T)CS; ``pp _' - - - - — — — j — — — — I � J E NN�I�PWP R-' STORM RUN 4 W RIM=21.50 SEE SHEET j / IE=14.70 24"(OUT)W C3.31 - W/ SOLID LOCKING LID —Z56 LF T8"-PVC a-.2% Z - - — - _ - — - _ - — - _ - — - _ - - - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - — - _ - Z MEMO MEN MOOMMEM MEN M soon no MENNEN 0 MEN OEM mmmm mmmm mmmmmm M MMmMMM11 Im"I" MEMO MEE MEE IN" I M M M M M M ME m Immmm 11 IN", MEE ON, MMMMM EMENE, ME \00", mmmmm ME am MMMEMM Ell M """EMME MEMMEMEMEM OMEN 0 10,01 MEN MME No ONE ffill ON MEN ON 0 ON M MEN 0 ME E M No 0 0 M I m NUMMEMEMEM 0 11 MOMMEME MEN MENEM 0 OEM MEN -N msni\ ME ME so MEN ME IDE OEM 1: IN M M, M E� 10 MEN MIMMEMEM111 Ew I CONTINUED - SEE SHEET C3.07 COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com NO. REVISION Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: SCALE: W H PACIFIC VERTICAL: NAVD 1988 DESIGNED: AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF ML RENTON DRAWN: � JAS ONE INCH DATUM CHECKED: CA AT FULL SCALE Planning/Building/Public Works Dept. VY IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY TBB LO O 14'A , VL O N 0 10 20 40 N U 111=20' Legend r N 79'33'06" E - 46.81' PROPERTY LINE ICY) O EX CONTOUR (INDEX) O O - - EX CONTOUR N N 55 CONTOUR (INDEX) Q - 54 CONTOUR J 55.24 TC 56.78 TW 65.25 + BC 56.28 BW 56.28 SPOT ELEVATION RIDGE ---- -- VALLEY GRADE BREAK w w WETLAND O ICY)PROPOSED STORMWATER FEATURE O EXISTING STORMWATER O - - _ - - C/ ] FEATURE DETENTION SYSTEM N N 8'SD Sp 81 SD @ xx% STORM DRAINAGE PIPE L J � � men 00 YD/CO/CB/CB 21MH 12'SS SS 8" 55 (0_)xx% SANITARY SEWER �SSMH oSSCO O 0 SANITARY MH/CO 12' DI W w 12" DI W WATER MAIN FH FDC� Pl o " R* PIVNWV FH/FDCIPIVNALVE E ®WM 0 FM WATER VAULT/METER --FTG ---- FTG ---- FTG- FOOTING DRAIN /- <1 DRAINAGE SWALE EXISTING STREAM ASPHALT PAVEMENT SYNTHETIC TURF GRASS FLOOD MITIGATION CONCRETE RETAINING WALL ROCKERY WALL - FRENCH DRAIN --FTG- FOOTING DRAIN inP" ROCK OUTFACE PAD w NOTE: STORM SYSTEM SHALL BE PRIVATE UNLESS OTHERWISE NOTED. z NOTE: STORM SYSTEM SHALL HAVE OPEN w GRATE (HERRINGBONE), LINO U Z z Q 06 w Q 0 Q R-423827 = IN COMPLIANCE WITH CITY OF RENTON STANDARDS V U- DEVELOPMENT ENGINEERING r (f) NJanders 05/10/2023 10� W 0 z 0 SEATTLE SOUNDERS FC HEADQUARTERS DATE: 05/01/2023 LJJ & TRAINING CENTER FIELDBOOK: RENTON, WASHINGTON PAGE: DRAWING NO: GRADING & C3.04 Q DRAINGE PLAN SHEET: OF: 27 71 W U)