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HomeMy WebLinkAboutR-423825A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 co Uj I-_ Ir LU I— z LU U z z_ Q 06 Ir LU I— rr Q 0 0 Q LU U LL W Ir W 0 z 0 LU Q LU W / \V- _\li_ __ AG AREA A (A1=T3� \\II _\li_ LIL WET - LIL I L�IULLl/`f1LIL LIL LIL LIL LIL LIL LIL LIL L� \ \ \ 11i lll/� ill/� Ill/� /Z_ � ill /,� � ill/,�- � lll/,� � lll/,� � ,�- - - - - V_ _Vi_ _�V_ J I_ _III_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL L L I sIL LIL LIL LIL LIL LIL LIL LIL LIL � L _ _ I WATER lll/� ill/� ill/� ill/� ill/� III /Z ill/c _ --- - - - - _�li_ _�V_ �V- I _ JI_ _III_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL L L LIL LIL AIL LIL 111— �11— �r� — _S871507E 511.31' 7 i77� � itt/� _III_ JV_ LIL LIL LIL AIL LIL LIL LIL LIL LIL LIL LIL LIL LIL L L LI LIL LIL _ _ — / JI_ _III_ _III_ LIL LIL LIL LIL LIL LIL LIL LIL �� � IL LIL LIL LIL LIL LIL AIL sIL LIL \ \ iLl/,L 20" DECID \ \ _ _ ill ill/� ill/� ill/� � lll/4- Ji_ _�li_ _�V_ _�V_ _�V_ _�►�_ _�V_ _�V_ Ji_ JV_ _�I �_ _�l i_ ATER _III_ LIL LIL LIL LIL LIL LIL LIL LIB sIL LIL LIL LIL LIL L L ECID LIL LIL LIL LIL LIL LIL LIL LIL LIL I \ \ \ lll/� � ill/Z i_ll/Z_ � ill/� iLL/� il_l/� ill/� lll/� ill/� ill/� lll/Z- _ /Z_ \ �/ 111/Z_ ill/� lll/� ill/4ill/� ill_ /Zlll/� lll/� - _�V_ _�V_ - ill/,Z- � � --- - - - L / _III_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL L L I, LIL LIL LIL LIL LIL LIL LIL LIL LIL /,� /,� — \ \ \ _ � i_LL/,� � il_l/<- � ll_l/,� � ill/<- � � � lll/� lll/Z_ ill/� lll/c_ lll/� � --- - - - - - - I \I1 1*L47.83' R=160.00'J1- LO O O N 0 10 20 40 N U 111=20' Legend r N 79'33'06" E — 46.81' PROPERTY LINE CY)O O EX CONTOUR (INDEX) C) — — EX CONTOUR N N 55 CONTOUR (INDEX) Q — 54 CONTOUR J 5524 TC 56.78 TW 65.25 + . BC 56.28 BW 56.28 SPOT ELEVATION RIDGE ---— -- VALLEY GRADE BREAK w w WETLAND O C) PROPOSED STORMWATER FEATURE O EXISTING STORMWATER - - _ - - FEATURE N C/ ] DETENTION SYSTEM N 8'SD Sp 8" SD @ xx% STORM DRAINAGE PIPE G Ir L J � IV 0 • NCO YD/CO/CB/CB 2/MH 12'SS SS 8" 55 L xx% SANITARY SEWER � ill/,c- � ill/� � _ �� �=-- --- --- - - I i LIL V �rgL13 AIL I T �SSMH 0SSCO O SANITARY MHICO LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL / I 12" DI W W 12" DI W WATER MAIN \ \ \ _ N ill/ lll/� � ill/c ill/� --- - - - - - - / / I C F FDC� P/0 m �H*FDC`PIVNWV FH/FDC/PIVNALVE - - - p _�li_ SD D02 C 11LII -48" LIL // y�^ V Ewl ®WM WATER VAULT/METER �I _III_ _ _III_ LIL _III_ AIL AIL LIL AIL LIL �Il- _11- LIL AIL AIL \ \ \ / / --FTG ---- FTG ---- FTG- FOOTING DRAIN Ali_ LIL AIL IE=13.2512"(IN)E / � o LIL LIL LIL \ \ \ IE=13.A V2 T)SW �/ / / W /� ill/� ill/c ill/� 111/Z_ ill/Zill/� ill/� j / SQL I W c —_ - \ lll/,�- � lll/� � ,� � ,�- - _ P = / � � DRAINAGE SWALE - - - - _�li_ _�V_ / 17.17 00.� _�V_ _�V_ _�li_ AIL LI L / / 17 � � � � � � � � EXISTING STREAM / ,W _III_ _III_ _III_ _III_ _�I/_ _III_ _III_ LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL W LIL AIL �11- LIL �I L �I L _ _ /� _ / 15" DE�I� ASPHALT PAVEMENT \ \ \ ill/Zlll/� ill/� ill/� lll/� lll/� iLL/� il_l/c ill/� ill/Z_ ill/� /' /Z ill/L --- - - - r 5� ��� / / 5 Q SYNTHETIC TURF - / �ao� _�V_ / /' W GRASS LIL LIL / / / _�li_ _III_ _III_ _III_ _III_ _III_ _�V_ LIL LIL LIL LIL LIL LIL / _III- LIL LIL LIL LIL LIL AIL LIL Z FLOOD MITIGATION i 74�15'E 29.22' / / Z CONCRETE RETAINING I0 WALL �- _�II_ /O 15`�DEC / / � / /j' ROCKERY WALL _�li_ _�li_ _III_ _�li_ _III_ _III_ __ LIL AIL �� �I � / } _III_ _III_ _III_ _III LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL AIL LIL AIL J PR OS E / �� FRENCH DRAIN ill/� ill/� 111/� /� CQ9EE D E'/ / // ��I --FTG FOOTING DRAIN \ lll/,� � ill/,� � ,c-�' _ - - -- _�V_ _�V_ _�V_ _�V_ / / „ ROCK OUTFACE PAD 0 13 jCoN LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL / L AIL / / / 11 /// o / LIL LIL LIL LIL LIL \ �/ �/Z_ \ 161 LF 12iPVC / .59. .. , NOTE: STORM SYSTEM SHALL BE PRIVATE LU ` / /,� � ill/,c- _— / / / �j _ ��� —j / . � UNLESS OTHERWISE NOTED. DE �� ( _\li- o / 13"/�/ / z NOTE: STORM SYSTEM SHALL HAVE OPEN LU � f 24GRATE (HERRINGBONE), LINO V LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL LIL / 4E-- 21.50 LIL LIL 6" DEC/D � lll/,c- lll/Z- ill/���� o'� o/ 1 AIL LIL AIL / � _III_ _III_ LIL _III_ AIL _III_ 11L _III_ LIL AIL AIL LIL LIL / / , / / / r / 9.7�/// LIL LI1- AIL AIL LIL / / / 100 POND "A" / o / �'�EC�/\d/ // �// WETLAND /� jS 03 CB TYPE N'- 4 " ; j / / // BUFFER 1 - 83 212- 12.4 11 E IL LIL LIL LIL AIL LIL LIL LIL LIL LIL LIL LIL 12" LIL � /,Z_ _ r- �— WATER 1/ 4 — LIL LIL LIL LIL /T A2 29" DECIB' LIL LIL LIL LIL LIL LIL LIL LIL LIL / •• o / 13„ / / / / UNDER FIELD DRAINAGE PER TEST PIT A��I �_ / I __ / / , / /'/ / / .�/ _ — \ ti FIELD DESIGNER R 42 3 8 5 LIL LIL LIL LIL LIL LIL LIL / L L LIL LIL AIL LIL AIL AIL / � ' � / IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 ' DECID / l \ ill/� 111/� ill/Z_ ill/< ill/� ill/� /� / / // / — I DEVELOPMENT ENGINEERING r WETLAND FLAG AREA A (AI—A31) _III_ l // // �i 21.50 ���/ -, Ali_ _�li_ _�li_ NJanders 05/10/2023 _�li_ _�li_ EMUrFqmm Ifs / '% CONTINUED - SEE SHEET C3.04 O� oBWBR���. �Q 33708 9' �/01/�� Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) E R A T 0 R STUDIO COUGH LINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING SEATTLE,, WA 98 04E, SUITE 900 (wwwcpMc.com SURVEYED: W H PACIFIC SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTALNA : D 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. DESIGNED: DRAWN: JAS ONE INCH CHECKED: WCA AT FULL IF NOT ONE NCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON GRADING & DRAINGE PLAN z z_ Q 06 oc LU Q 0 0 Q W 2 U LL 0 LU 0 z 0 DATE: 05/01 /2023 L1J FIELDBOOK: J PAGE: DRAWING NO: C3.01 Q SHEET: OF: 25 71 W U)