Loading...
HomeMy WebLinkAboutR_401316084 LF 2 WATER \\ y O R4 \• o \ I NINIF-10fulmuf E: 1300408.71 1' N: 186106.51 [ 3 E: 1360413.09 148 LF 12" DI FIRE MATCH LINE, SEE SHEET M264 I N: 186071.74 12 E: 1300385.65 20 LF 12" DI FIRE 200' SHORELINE SETBACK PER CITY OF RENTON N: 186058.49 12 - E: 1300370.74 ,,­20 LF 12" DI FIRE N: 186045.55 12 E: 1300355.39 I 20 LF 12" DI FIRE N: 186033.02 12 301 E: 1300339.70 N: 185982.53 c) E: 1300329.43 3 19 LF 12" DI FIRE N: 185979.46 x E: 1300329.57 10 \ 51 LF 2" WATER - M� 16 LF 12" DI FIRE 16 LF 10" DI FIRE q N: 185949.02 13 � E: 1300337.48 q I AD -------- - ----- 45 LF 10" DI FIRE 10"F N: 185964.242 14 26 ❑ Q E: 1300333.5 42 LF 12" DI FIRE I FIRE L J U) 16.81 10 LF 6" DI FIRE 307.96 ID 01 IQ N: 13 185909.67 EE:11 f E: 1300314.91 I�; �I I 97 LF 12" DI FIRE 96 LF 2" WATER I 24 LF 2" WATER ,� N: 185958.38 2 • a E: 1300236.51 33 C II STS sls sls ?" DI FIRE N: 185978.04 / N: 185955.16 7 E: 1300197.04 E: 1300236.07 N: 185979.28 2 I I E: 1300216.21 II 12" DI FIRE 963.52 J141.23 2" DI FIRE 15 LF 2" WATER j TS- I I I � II I I II �„ I II I I I I I I LU II I --- E -moo E ---- E --- F7"C O LIJSTS O 8"W FIRE 27 C FW I FV FW FW I II II I 8'C m I I w STS 8 ❑I cry II o rII olmam I m I R5 HARDSTAND 0 omomom om O O C7 U O cl-T- I- N: 1858, 2.63 4 O I E: 1300175.28 O L - MATCH LINE, SEE SHEET M262 11<9 FW FW 12" 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 C500-513 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. 1 YARD HYDRANT AT UTILITY STAND I� M510-1 2> FIRE HYDRANT ASSEMBLY M510-2 WATER SERVICE AND AIR VAULT 1 - 2"x2" TEE 2 - 2" VALVES M 510 3 1 - 1" SVC. LINE REFER TO MECHANICAL PLANS FOR CONTINUATION 4 PIV SECTION VALVE 1� M510-2 CONSTRUCTION NOTES 1- 2" 22.5° HORIZ. BEND 2� 1- 2" 45° HORIZ. BEND COMPOUND BEND 1 - 2" 22.5° BEND 1 - 2" 45' BEND 1 - 8" COUPLING ADAPTER (RJ x FL) 1 - 8"x6" REDUCER (FL) 1 - 6" GATE VALVE (FL) 1 - 6" BLIND FLANGE SEE MITIGATION HANGAR PLANS FOR CONTINUATION 1 - 10" COUPLING ADAPTER (RJ x FL) 1 - 10" BLIND FLANGE SEE MITIGATION HANGAR PLANS FOR CONTINUATION 1 - 12"x8" TEE (RJ) P::� 1 - 12" 45° BEND (RJ) :� CONNECT TO EXISTING 10" FIRE MAIN 1 - 10" CUT -IN TEE (FL) 2 - 10" GATE VALVES (FL x MJ) 1 - 10" GATE VALVE (FL) 1 - 10" COUPLING ADAPTER (FL x RJ) 2 - 10" SPOOL AS REQUIRED CONCRETE THRUST BLOCK 1 - 12" 22.5° BEND (RJ) 10 1 - 12" TEE (RJ) 11 1 - 12" TEE (FL) 2 - 12" COUPLING ADAPTER (FL x RJ) 1 - 12"x6" REDUCER (FL) 1 - 6" COUPLING ADAPTER (FL x RJ) 12 PIPE DEFLECTION 13 CONNECT TO EXISTING 8" FIRE MAIN 1 - 8" RESTRAINED COUPLING 1 - 8" SPOOL AS REQUIRED SEE GENERAL NOTES KEY PLAN SCALE: N.T.S. SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY W-401306 R-4013160 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ber erAl AM 20 10 0 10 20 40 CALL 48 HOURS 33301 9th Avenue South, Suite 300 1 Iffim N� 11� N= F�l C) CIVIL PERM 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 4 W4700331 - 06/08/18 APRON R INFRASTRUCTURE W4700331 ABAM MGW 06/08/18 T� SPT 06/08/18 SHEET �F WAsh/�� G SPECIFICATION IS APPROVED ENGINEER TITLE APRON R INFRASTRUCTURE M263 M17 APPROVED BY DEPT. DATE JLC 06 08 18 CHECKED RENTON SITE R s�z�i o ww JOB NO. COMP NO. STsa� APPROVED W4700331 SS�oNAL APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4-APRON-R-M263