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HomeMy WebLinkAboutWWP2703398.3SW 114, SEC. 30, TWP. 23 N., RGE. 5 E., W. M. / --- - STREET LIGHT ON - J. J 3x3 CONC. BASE _- EX. 6" CONC. CURB &GUTTER_---- 2+.00 -- i I 3L00+00 5+00 6t 00 g. Q J� I 7+00 8+00REET _ I" 9+00 - C_POWER I t° P STUB -OUT MARKER --- ? IEXW TER MH 2»WTELMH ----_-_- - -- _ -- 8�0°23"W� � ----- -- POWER - --_ - - --_ - TEMP. SIGN ° - -- N875O23 12"W WV W I � STUB -OUT <° TELMH GRAPHIC .SCALE 400.15P MARKER C W. 40 0 20 'do CONCRETE PAD N87°50'23 W 4� 251 ' I TA. 10+00.00 S.W. 34TH ST TA. 20+00.00 EAST VAI / Fv Rr O N NII J ER M -- - •49 X WATER Y a ---� TEL H c > EX. 10' LANDSCAPE -® .- - „[3 --� EX SSMH 0 EX. SANITARY SEWER nl O "`- - RIM=16.95 1" = 40' N STUB -OUT & UTILITY ESMT. I21� _ l:E. 12"GONG. SN =10.31 I - EX. HYDRANT ( ) f� III :.j Yp SANITARY SEWER STRUCTURE SCHEDULE STRUCTURE TYPE RIM INVERT S1 6 ?" MH W/1NS10E DROP CONNECTION 16. 7E iE 12" CONC (N&S) 10. 01 PER COR STD. PLAN 8075.1 /E 8" PVC (W) 11.88 C01 6" CLEANOUT PER COR STD. 17.75E /E 8" PVC (E) 12.81 PLAN 8076 CO2 6" CLEANOUT PER COR STD. 17.70E lE 4" PVC (N) 12.77 PLAN B076 /E 4" PVC (S) 12.77 OW1 OIL/WATER SEPARATOR 450 GALLON, 17.75E /E 8" PVC (N) 12.63 UTILITY VAULT Na 660-SA IE 3" PVC (S) 12-88 Q 0. I Uj II 10+00 II O DRAWING NO. W27-2285 [ I ^ �� ( ^� - \ A = 76'0349" z R 443.37 ® f ! 1 10" 90' BEND (MJxMJ) REFER TO CITY OF RENTON / 7 - THRUST BLOCK (TYP.) I I DRAWING NO. W27-0304 --� L 588.60' III ASPHALT i'x7�E FF 17 80! I N EX. HYDRANT / k STA. 16+41.20 EAST VALLEY ROAD 10 DETAIL A I STA. ,_4+95.1„ 64 LF II STA 6+00 WATER MAIN \ / 2" DOMESTIC i�,4TER SERVICE o L \ a"" r P- -' o 10" DI WA TEK EX. WATER MN i PER COR S PLAN B107.1' 6t00 11 I --" _...- STA. 5+73.33 EX. 15' PERM. �Y UTILITY ESMT-� I CONNECT TO EX. 12" WATER 15' LANDSCAPE STA. 1+70.57, 19.26' LTL6- FIRE SERVICE I J SEE CONNECTION DETAIL B116 TO CITY OF POINT OF CONNECTION.DCA INSIDE BLDG\& IJTf�ITY ESMTINSTALL: REN TON M SEE /RRIGA Tl N PLANS. - SEE MECHANICAL PLANS I , _ 1 - 12 x10" REDUCER (MJxMJ) z 1 - 10" GATE VALVE (MJxMJ) STA. 0+79..83 ° 1 - 10" POL )PIGGING CROSS MJ � 1"WATER .a „ ( ) I / 1 - f 0" 45' BEND (MJxMJ) - STA. 1 +61.57, 22' LT - a 1 10" MJ SLEEVE ! - 1 /THRUST BLOCK NEW FIRE HYDRANT ' � � / :: p� �a "°�: 2 - 10" SPOOLS LENGTH AS REQO _I . / \ �ASSEMB Y 1 1/2" WATE I STA.. 0+62.34 a RELOCATE EX STREET LIGHT I o� ' SEE ELECTRICAL PLANS CONNECT TO EXIST 12" W _ '-45 F 10" f \ _ o f - J /. SEE CONNECTION DETAIL 8116 -- - �� 6" P/V l I STREET LIGHT ON INSTALL: /// -DI A 7ER o 27 LF I� 3x10' CONC. BASE I " " j 1+00��`� X " i i! 1 - 12 x10 REDUCER (MJxMJ) cosF:< 10 D/ W�4TER /1 - 10" GATT VALVE MJxMJ �0 �` Y Y x I I f ( ) X %� I EX. 72" WA TER MAIN a I # 1 10" POLYPIGG/NG CROSS (MJ)� 00 0 _� 3+00 188 LF 10" DI WA R ! t A = 07 5128 / ~ _ .: 1 -_ 10" MJ SLEEVE ~- �- I �� 0 H R = 605.87' FND. REBAR & CAP / 2 - 10" SPOOLS, LENGTH AS REQD 35 LF 15' PERMANENT UTILITY STA. 4+11.19 I STA. 1 +25.04 10" DI WATER; 1 - 10 45' BEND (MJxMJ) m L 83.09 / - 1 " D MJxM.I I EA SEMEN T TO ClCI TY OF STA. 3+84.32 C I - THRUST BLOCK it � I1 Q 45 BEN ( ) STA: 1+96.97 RENTON " I " 1 - 10 45' BEND MJxMJ o I _ - ( ) E :.� _ • / 1 THRUST BLOCK 1 10 1 EE (MJxMJ) STA. 1+51.91 % 1 - THRUST BLOCK 1 EXIST. 12" WATER MAIN 1 - l0" 45' BEND MJxMJ 1 - 10" GATE VALVE (MJxMJ) h w 0 - _ .1 ) 1 -THRUST BLOCK ^ 1 - TFIRUST BLOCK.. II ., 1 " WA TER I 7 II o - �- 4 TEMP. SIGN II ASPHALT N87 I � YARD HYDRANT I` LxdR EX 10' UTILITY 51758_ EASEMENT BERM II DETAIL A SCALE. • 1 " = 20' S-339803 Call 2 Working Days Before You Dig 1=800=424=5555 Utilities Underground Location Center (ID, MT, ND, OR, WA) 1 NO2'09'13"E 0a oo' - - - N8T - I 50 47 W - - 10" CONC. �RET. WALL - 10" CONC. RET. WALL v f6 46 12 W - 4.9fI BENCHMARK ANf? �A TfJif. Q ASPHALT_ m I --- - - _v _ ----- ° , a ---- 12'"h/----____ EX. 6" CONC. CURB. &GUTTER �; `�' � -- � 02 °33'S9'" Q = 03 49 33 12 "W -- 12 "W R = 605�.87 --- 12 » W ,� D - - - - 12 "W N " HORIZONTAL DATUM: NAD 8J /91 R = 605.87' = 4 ' /� \ I ASPHALT 12 W 12"W 12»W__ i f L 0.46 I ASPHALT II VER77CAL DATUM: CITY OF RENTON CONTROLLING BENCHMARK: M L=27.14' CITY OF RENTON BENCHMARK No 672 CROSSINGS CROWN EX. 36" CONC. SD = 11 L 3_± (V€RIFY) X1 /E 8" PVC SS = 11.91 CROWN 18" SD = 11.01- X2 /E8"PVC SS = 12.12 PCIETERSON ONSULTING 4010 Lake Washington Blvd. N.E., Suite 300 Kirkland, WA 98033 Tel (425) 827-5874 Fax (425) 822-7216 11 6.HISELED A SQUARE NORTH OF ICLK I� � it NOTE.• ENTRANCE DOOR TO YOUNKERS NISSAN �� SEE SHEET C2. 6 FOR II ELEVA TION. 0. 94' WATEhr MAIN f'ROFILI= 2 �r OF WA3� w F� a SURVEYED: SCALE: D,t�GISTE4� pV s�I�NAL� EXPIRES 03/19/2009 RECOMMENDED FOR APPROVAL BY• DAM - a Y., DATE• BY DATE• BY DATE: HORIZONCAUTAL- AD 198/1 �yT YOUNKER NISSAN " � HORIZONTAL• NAD 1983/1991 �� CITY ^F DESIGNED: 1 !. 40 FVF DRAWN: J. BROWN RENTON 3401 EAST VALLEY ROAD W. CANTEL©N, ONE INCH � RENTON, WASHIN-GTON 98055 1 AS -BOIL T _ MSC 612108 JMB CHECKED: DATU M J. BROWN AT Yr O E INC Planning/Building/Public Works Dept. IF NCT ONE INCH NO. REVISION BY DATE AFIFF SAE Y WATER AND SANITARY SEWER PLAN 1-T AS-BUILT 612108 MAY 2007 PAGE MISC-0166 b t�T'J 0 w O 0 w