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HomeMy WebLinkAboutR-417772NOTES 1. FIRE HYDRANTS SHALL BE WATEROUS PACER HYDRANT, MODEL WB67-250, U.L. AND F.M. APPROVED, DUCTILE IRON, 3-WAY WITH 5 1/4" PUMPER CONNECTION. HYDRANTS SHALL HAVE STORE ADAPTER AND CAP INSTALLED. PIPING SHALL HAVE 3-FEET (MIN.) COVER. FURNISH EXTENSION KIT IF GREATER COVER IS NEEDED. FERGUSON ITEM AND DESCRIPTION A FOLLOWS: HYDRANT DESCRIPTION: 5-1/4 WB67 UL/FM 4'OL/A MJ WHITE HYDRANT NO: P-WB67LAOLPUL/FM STORZ ADAPTER AND CAP DESCRIPTION: 4-1/2X5 FNST STORZ ADPT W/CAP NEW FIRE HYDRANT MATCH EXISTING HOSE PORT SIZES AND THREADS PUMPER CONNECTION TO FACE AS PER PLAN N GRADE CONC TO BLOCK 3000 PSI ® 28 DAYS BEARING AREA = 3 SF POLY COVER i o OVER GRAVEL M �' NEW 6" CATE m VALVE (FLXMJ)— \ )ONC BLOCK 4"xl6"xl6" )0 NOT COVER DRAIN 1/2 CY OF GRAVEL BACKFILL FOR DRAINS 2. SEE FACILITIES DESIGN STANDARD D38108-1, FIGURE 3. 3. ALL NEW FIRE LINES ARE DESIGNED WITH RESTRAINED JOINTS. 4. THE FIRE HYDRANT BOLLARD LAYOUT SHOWN REPRESENTS TYPICAL SPACING ONLY. REFER TO SIDE PLANS AND DETAILS FOR LOCATIONS WHERE ADDITIONAL OBSTRUCTIONS DICTATE SPECML CONFIGURATIONS. 411110ITdIIC141 All :7131'11:1Ali all I:Ii:a:Il\:7:117aY98Zvi 7N0:461141111f.IT, T;TcA LL. 1W0 3/4" DIA .•>L�,"> .a>! �e SHACKLE RODS COAT W/ BITUMASTIC 4" STEEL GUARD POST TYPICAL 4-PLACES -------------� I I I NEW CAST IRON VALVE 2.5 (MIN.) BOX W/ SLIDE EXTENSION I /NEW TEE OR REDUCER O AS IDENTIFIED PER PLAN I I --------------- I I I I I I I I FIRE HYDRANT BOLLARD LAYOUT (TYP.) UNDISTURBED SUBGRADE GONG THRUST BLOCK -3000 PSI ® 28 DAYS n FIRE HYDRANT ASSEMBLY SECTION M501-1A SCALE: NTS lJ i PROTECT EXISTING POWER CONDUIT. SEE ELECTRICAL PLANS REPLACED HARDSTAND R5 SVC LINE DIRECTION OF LAY FULL LENGTH RJ PIPE (WITH FACTORY WELD SEE DETAIL 1 ON SHEET M501-ID FOR VAULT DETAILS 1 — 2" TEE •I 1 - 2" VALVE SEE SHEET M450 FOR AIR CONNECTION TO EXISTING FIELD CUT IN RJ PIPE FACTORY WELD BEAD A B C D 1 I RJ LOCKING SEGMENTS RJ LOCKING \ SEGMENTS GRIPPER RINGS I Jx" s RJ LOCKING SEGMENTS BELL x PLAIN END FIELD CUT RJ PIPE (NO WELD BEAD) GRIPPER RING FULL LENGTH RJ PIPE (WITH FACTORY WELD BEAD) RJ BEND FITTING NOTE: 1. METHOD SHOWN IS FOR LOCATION WHERE FIELD CUTS ARE REQUIRED AND DIP IS W FIELD CUT PN END ((NO TR-FLEX RJ DIP W/ GRIPPER RING. WELD BEAD) PLAIN END WITH FACTORY 2, GRIPPER RING SHALL NOT BE USED ON WELD BEAD ABOVE GROUND DIP. DETAIL- - TYP INSTALLATION METHOD FOR RJ FIELD CUTS SCALE: INTO CW CW — PIPE BEDDING NOTES: 1. ALL BACKFILL MATERIAL SHALL BE PLACED IN LOOSE LAYERS OF NOT MORE THAN 6" DEPTH AND COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. 2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET C501-1B. 3. IF TRENCH SUBGRADE IS DETERMINED TO BE UNSUITABLE BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. MINIMUM COVER OVER PIPE WITH PERMANENT CONCRETE PAVEMENT SECTION AS SHOWN IS REQUIRED TO PREVENT DAMAGE DUE TO LOADING. CONTRACTOR SHALL PROVIDE ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION IF TEMPORARY PAVEMENT SECTION IS USED. RIGID PIPE FLEXIBLE PIPE (DUCTILE IRON, STEEL) (PLASTIC, PVC) I DETECTABLE WARNING TAPE PAVEMENT, SEE PAVEMENT SECTIONS CSBC, SEE PAVEMENT SECTIONS > 8 • 1a 1/OVER MIN SEE NOTES e� 1 I TRENCH BACKFILL SHALL BE CSBC PER WEDGE STD SPEC 9-03.9(3)- GEOTEXTILE FOR AS REQUIRED FOR OVEREXCAVATION. SEE NOTE 2. QUARRY SPALLS FOR AS REQUIRED FOR OVEREXCAVATION. SEE NOTE 2. (M c �P.NTPIPE BEDDING SECTION FILL PIPE WITH CONCRETE FINISH TO BE CONVEX 4" SCH, 40 STEEL PIPE. POWDER COATED YELLOW OR PAINTED TRAFFIC YELLOW PER BOEING SPEC. 1/2%8%8" STEEL PLATE W/ 4EA 3/4" WEDGE ANCHORS EMBED A MINIMUM OF 6" 1/2" MIN NON -SHRINK GROUT SECTION --CW� _CW _--- h CW _— -- EXISTING UTILITIES FROM THE 4-81 BUILDING CONNECT TO EXISTING 2" WATER M51-1A SRD NTSNTS • FROM 4-81 BUILDING 1 - 2" 90 DEGREE BEND REMOVE EXISTING 2" WATER UP TO CONNECTION POINT (JD CONNECTION DETAIL N SCALE: NTS WSP "( 3330I 9N AxmeX tl CALL 48 HOURS 1 I 300AC w al fe Wry, 12Kb BEFORE YOU DIG L: (2 1-DOO )431-2250 1-806-424-5555 FAX:(m FAX: (i(6) 431-E350 SYM 1 RENSION I APPROVED DAIS SYM REVISION 6Y APPROVED MTE ORIG I APRON R - CENTRAL C180242 I WSP I SPT 07/09/21 BOEZ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED�PTTC MIN TRENCH WIDTH FOR PIPE DIAMETER < OR = 15"; WIDTH = PIPE DIA + 30' FOR PIE DIAMETER > 15"; WIDTH = (PIPE DIA X1.5) + 18" 3/2 CIVIL PERMIT E PERMANENT UTILITY DETAILS APRON R - CENTRAL RENTON SITE MASTER S 11 RENTON,' PIPE OUTSIDE 1/2" MIN MIN 6' MIN 12" MIN _ OVEREXCAVATION AS REQUIRED SEE NOTES (TYR) PIPE BEDDING PER WSDOT 9-03.12(3) R-4177072� IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242UKI6 07/09/91 M501-1 B M02 I. C180242 comp rvo. I RTN—YD—M501—iB