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HomeMy WebLinkAboutW-423808A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. 00 00 CO Cn N N N ~ � N W z W U z z_ Q rr 06 rr W rr Q 0 Q W U LL Cn rr W 0 z 0 Cn Uj Q �W vJ CONTINUED - SEE SHEET C4.07 MEOW M" CID S53°50 53 E \ \ O 14.56 \\ \\\� / �'\ / i� \ / / / N \ \ \ I TEST PIT B4 / I o \ 17" lD / / / \ \ /� / / \ \ / / / I 0 10 20 40 V o� POND B \ — / TEST PITB5 I '�� ® `\ It/ O 18' �r PIT I %/ \ / / // \ X / \ / / / 1 11=20' \ \ U) — / 18" / x \ -_v — DECID \\ / J „ I / / l / / / / /` \ / , / Legend LO SD CB \ — — CIII� h� � / O \ 18 D / / _ \ / / — /%� \ /\ / \ X l I N 79°33'06" E — 46.81' PROPERTY LINE CIO NOT FD N — F6— — 5"CON / // \ / / \ / / — — O (APPROX. gyp} — —� — _ 1�� / �5 "DECI o 17- — — ` — J \ ' 12'SS 8 SS @ xx/o SANITARY SEWER O \ / � roc.) 0 12"DECID—�'-�—` � o,��/ � i I /� / I / \/ I �' / O I _ o >su DECIG �, /O 1 Cl / / \ / // / y / \ \ / I / SSW— ossCo O SANITARY MH/CO N ( ° 18" CON N 1Qk \ gSpH `\, // //( // ( // //I // o // ��� // `// 1 \\ / 8'SD SD 8 SD@XX/o STORM DRAINAGE PIPE Q 24" CORRUGATED N50°54'22 "W _ I / / / \I / / / / \ �/ / / / / / \ / \ \ / o � \ r � m • ❑■ ■ IOO YD/CO/CB/CB 2/MH J I I PLASTIC PIPE / 41.42' l v L J o'` \\ I / I /� 1 / // \ // \ \I// \`� G // %/ \\ // \\ ) // 12"DIW W 12"DIW WATER MAIN I I I / \ \ QJ 18" CON \ — _ —/� / / I / / % `\ / / \ / / / I FH FDC PlV WV FD� WV / \ / / I / / / \ / ° -"kh* PIVN FH/FDC/PIVNALVE EW WATER VAULT/METER O — / O ' / \ - ' / \r/ / / �/ /I SITE/ STREET LIGHTING O \ \ \ \ \ \ N40°2103"lN / / J� / 1� Imo\ I '/ L O GRAVEL �� \ \ \ \ ` ` \ \ 26.39' — \ / / /� -7 / 1 \ r \ / O T Tiff' Alf N45°42 49'E 14.98' N VACRELE, VALVE / O 1I DECID \\\ \\\\\ \\_ �1 0-9 W I W / LOT LINE ADJUSTMENT \ \\\\ \ - I W I FOR SOUNDERS \ \ \\\ \ \ I _ W I HEADQUARTERS U) l LMAIT II�I�� LIMIT LIMIT LIMIT LIMIT LIMIT LIMIT LIMIT LIMI \ \ \\ \ I = \ \ \ \ \ \\ 2- RUGATE \ \ \ \\\ I J \ \ l ( Ilk / � / / le(NW),1�5' P4"C�- P 0 11 " DECID \ \ I I \ \ \ oNDurr � \ \ \ \ \ \ � � � / \ (l � � � /� / / RIM=18.80 1E(NW)=14.45' 24 CPP ( \ O 12" DE �- \ \ \ \ \ \ ` } l l / 24' CORRUGATED 100 YEAR I PLASTIC PIPE \ I1z 1 I I FLOODPLAIN SOMH \ I � \ A � ELEVATION DECI 2��DECID I \ \ \ \ \ ` / _ I \ I I I I I \ R1M=20.53' I I I 1 \ / V BFE=20.0 \\ \ \ \ \ I J I I I TOP(NE)=14.77' MANUALRELEASE OOR I I I I \ J \ \ \ \ \ II I I I I I CAN NOT SEE ANY OTHER PIPES, I) I I I \ \ \ L \ \ \ \ \ II I I I I I STRUCTURE TOO LARGE TO SEE \ \ I I I I I J III II II I \ 15" DECID \ 1 I I I I 8" DECID\ / I °^-tou�� \ O\ \ \\ \ \ \ \ 3" DECID \ \ \ I \ I I B�9-ffgID 011 \ \ " DECID 1gDE��DECID \� 17 7" DECID \\ I I I f T I T WATER I o \ \ 1 E 4 DC \ I l i I/ i I i i I / ° 1Z 0I 0 11 " DECID �) I I O 20 / 1 \ \ I I I I J I I I I I B 8' DEc9 SEC' I l i I I I I I � I / 11 i 0 E N 33708 E R A 'ISTER� G� NAL � 00.11 T 0 R �/ STUDIO m COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 www.cplinc.com NO. REVISION Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) SURVEYED: WH PACIFIC DESIGNED: ML DRAWN: JAS CHECKED: WCA APPROVED: TBB SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. Ir W z W U z z_ Q 06 Ir W Q 0 S_ 423808 W-423808W = IN COMPLIANCE WITH CITY OF RENTON STANDARDS V LL DEVELOPMENT ENGINEERING Ootk (f) NJanders 05/10/2023 0� W � 0 WASTEWATER UTILITY z jstowell 05/15/2023 0 SEATTLE SOUNDERS FC HEADQUARTERS DATE: 05/01/2023 W FIELDBOOK: & TRAINING CENTER RENTON, WASHINGTON DRAWING NO: C4. 1 O UTILITY PLAN Q W U) SHEET: OF: 50 71