Loading...
HomeMy WebLinkAboutR_4013162/ / / �sls�s OUTFALL 002, / / / LAKE WASHINGTON 3 N: 186545.03 E: 1300926.11 N: 186496.35 1 E: 1300979.56 - Q�Qe U a \ / 4 LF 2" WATER \ \/ R2 _ N: 186492.12 / /P • 4 E: 1300975.07 72 LF 2" WATER 10� / 16 LF 2" WATER Si S1S S�� Sls S1S S1S III N: 186545.57 2 E: 1300909.98 II - I 42 LF 2" WATER I I N: 186530.7/9 2 I E: 1300870.62 0 I \\ I \\' N: 186512.28 2 \\� E: 1300837.16 N: 186508.89 1 E: 1300838.05 \ \ 118 LF 2" WATER I \\ I \ \ I \ \ I c) \\ \R3 145 LF 8" DI FIRE E: 1300778.38 N: 186450.70 E: 1300784.17 I `' / /-6 LF 2" WATER N: 186445.97 E: 1300780.03 �28 LF 2" WATER N: 186418.13 E: 1300779.19 8 N: 186408.47 E: 1301012.44 1 n"IAA rnnr / 0\°'GAP o 2 N: 186372.89 E: 1301107.48 1 E: 1301101.10// STS a / / 16 LF 8" DI FIRE U) Y) �E U) S1S � �P s ids /`L w N: 186368.79 1 <<�l U- E: 1301092.02 C 67 LF 8" DI FIRE Q.D STS 36" 58 LF 12" DI FIRE Sl \-143 LF 12" DI FIRE cn Ii III cn � 6 N: 186286.75 E: 1301044.26 v 67 LF 12" DI FIRE - 10"W i 15 LF 12" DI FIRE \ N: 186351.92 E: 1301027.22 \I N: 186271.80 6 E: 1301042.47 I I I I I I I I c� I r� I I I I '00e, I I I � I I II I I II I I I N: 186378.54 7 II E: 1300897.97 I I 200' SHORELINE SETBACK I PER CITY OF RENTON .I I '� II I I II I II I - II II II I I I II I II 89 LF 12" DI FIRE I I II I II I I I I II I I I II II A s A M MATCH LINE, LINE, SEE SHEET M264 I I 36" S STS LOADING/UNLOADING RAMP METAL NOT ANCHORED TO GROUNa N: 186255.27 E: 1301046 . 9545 o CIO m o coo CID ° WASTEWATER ° CIO m10"W FIRE F W o �0 - - �r�K � sus n » a m Imo_- 12HH r II 16 / 17 Qa 19 LF 12 DI FIRE / 4-82 BUILDING GENERAL NOTES 1. SEE SHEET G02 FOR FIRE AND WATER SERVICE NOTES. 2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS. 3. SEE SHEET M510-2 DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING AND BACKFILL. 4. SEE SHEET M510-2 DETAIL 5 FOR JOINT UTILITY TRENCH. 5. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT. 6. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS. 7. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT CENTER OF STRUCTURE, BEND OR CENTERLINE OF PIPE. 8. SEE SHEETS C80-C81 AND C500-5B FOR HARDSTAND CLEARANCES. 9. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. YARD HYDRANT AT UTILITY STAND M510-1 1 2> FIRE HYDRANT ASSEMBLY M510-2 3> WATER AND AIR SERVICE VAULT 1 - 1 "x 1 " TEE 2 - 1" ISOLATION VALVE M510-3 1 - 2"x1" REDUCER 1 - WATER SERVICE VAULT 4 FLUSH SECTION VALVE --I M510-2 CONSTRUCTION NOTES 1- 8" COUPLING ADAPTER (RJ x FL) 1- 8"x6" REDUCER (FL) 1- 6" COUPLING ADAPTER (FL x RJ) 1- 2" 225 BEND 1- 2" 45° BEND 1- 2" 90° BEND 5� CONNECT TO EXISTING 10" FIRE MAIN 1 - 10" RESTRAINED COUPLING 1 - 10" SPOOL AS REQUIRED (FL) 1 - 10" FLUSH SECTION VALVE (FL) 1 - 10"x12" REDUCER (FL) 1 - 12" COUPLING ADAPTER (FL x RJ) 1 - 12" 22.5° BEND (RJ) 7� 1 - 12"x8" TEE (FL x RJ) :� 1 - 12" 90° BEND (FL x RJ) 1 - 8" COUPLING ADAPTER (FL X RJ) 1 - 8"x6" REDUCER (FL) 1 - 6" COUPLING ADAPTER (FL X RJ) KEY PLAN SCALE: N.T.S. SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY W-401307 R-4013162 IN COMPLIANCE WITH CITY OF RENTON STANDARDS BergerABAM 20 10 0 10 20 40 CALL 48 HOURS I MI no 33301 9th Avenue South, Suite 300 Em Em NI CIVIL PERMIT BEFORE YOU DIG Federal Way, Washington 98003-2600 SCALE: IN FEET 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED JLC 06/08/18 FIRE PROTECTION AND WATER - SHEET 6 W4700331 - 06/08/18 APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/08/18 T� SPT 06/08/18 SHEET �w���F WAsh��� G SPECIFICATION IS APPROVED ��P °� ENGINEER TITLE APRON R INFRASTRUCTURE M265 M19 APPROVED BY DEPT. DATE JLC 06/08/18 CHECKED RENTON SITE W4700331 31271 o ww JOB NO. COMP NO. lsT �csa� � APPROVED SS�oNAL ��� APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-M265