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Home My WebLink AboutR-401470C0 N 00 0 N C U O 0 c 0 A 0 ca W J 21 L G 0 rl)� CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG I MITIGATION HANGAR 4),gBer erABAM � 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION BY C180242 1 ABAM APPROVED DATE SPT 10/09/18 SYM CONSTRUCTION NOTES TEMPORARY = PERMANENT 1 - 10" 90° BEND (RJ) TEMPORARY = PERMANENT 1 - 10" x 8" TEE (FL) 1 - 8" GATE VALVE (FL) 1 - 8" COUPLING ADAPTER (FLxRJ) 1 - 10" COUPLING ADAPTER (FLxRJ) 1 - 10" FLUSH SECTION VALVE (FL) 1 - 10" TEMPORARY BLIND FLANGE (FL) TEMPORARY 1 - 8" 22.5° VERTICAL BEND (RJ) TEMPORARY = PERMANENT 1 - 10" TEE 3 - 10" GATE VALVE 1 - 10" COUPLING ADAPTER 2 - 10" COUPLING SLEEVE 1 - 10" PIPE SPOOLS AS REQUIRED MAINTAIN CONNECTION TO ABANDONED PIPE (NORTH) FOR THRUST RESTRAINT TEMPORARY 1 - 8" 90° BEND WITH 22.5° VERTICAL ROTATION (RJ) REVISION BY APPROVED I DATE GENERAL NOTES 1. SEE SHEET C501-1A FOR FIRE AND WATER SERVICE NOTES. 2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS. 3. SEE SHEET M501-1 D DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING AND BACKFILL. 4. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT. 5. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS. 6. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT CENTER OF STRUCTURE, BEND OR CENTERLINE OF PIPE. 7. 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. 8. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 9. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL DUCTILE IRON PIPING AND FITTINGS SHALL HAVE FLEXIBLE BOLTLESS RESTRAINED JOINTS, WITH A MECHANISM THAT PROVIDES A POSITIVE AXIAL LOCK BETWEEN THE BELL AND THE SPIGOT TO RESTRAIN THE JOINT. TR-FLEX BY U.S. PIPE, OR APPROVED EQUIVALENT. TR-FLEX GRIPPER RING BY U.S. PIPE SHALL BE USED TO RESTRAIN FIELD CUT PIPE, PER MANUFACTURER'S INSTRUCTIONS. 10. BOLLARD PROTECTION FOR ABOVE GRADE UTILITIES SHALL BE PER DETAIL 5 ON SHEET M501-5D WITH SPACING PER DETAILS 1 AND 2 ON SHEET M501-5D. 11. FIRE SYSTEM IMPROVEMENTS SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO BEGINNING PRELOAD CONSTRUCTION ACTIVITIES. SEE SHEETS C501-3A THROUGH C501-3E FOR CONSTRUCTION PHASING PLANS. SEE SHEET C11E THROUGH C13E AND SHEET M501-1 C FOR PERMANENT UTILITY IMPROVEMENT DESIGN. KEY PLAN SCALE : NONE A B C D E F G H J K L 6 TEMPORARY 1 - 8" 90° BEND (RJ) C10 C11 TEMPORARY FIRE WATER PIPE W/ HEAT C12 EMU TRACE AND INSULATION C13 ° TEMPORARY C14 8 1 - 8" 90° BEND = PRE -CAST CONCRETE THRUST BLOCK C15 0 TEMPORARY C 16 W �® 1 - 8" 90° VERTICAL BEND (RJ) C17 Y 10 CONNECTION TO EXISTING FIRE MAIN C18 � 1 CONTRACTOR SHALL POTHOLE AND FIELD C19 0 VERIFY FITTINGS REQUIRED TO MAKE C20 O CONNECTION PRIOR TO ORDERING PARTS AND BEGINNING CONSTRUCTION C21 11 CONNECT TO APRON R 10" FIRE MAIN C22 SEE APRON R PLANS FOR CONTINUATION C23 0 12 PROTECT EXISTING SECTION VALVE AND RISER CONNECTION. REPLACE EXISTING W4 — 01410 C24 C25 BOLLARDS AS REQUIRED. C26 -� a o S-401410 C27 C28 C29 C30 P. of WAsh� �f ® D ""A//V" �P �1 x 31271 w� ��ssioNaL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY 20 0 20 40 scale feet ATE SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE TEMPORARY UTILITY PLAN MITIGATION HANGAR RENTON SITE SITE R-401470 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242 J'IV'UVLO R I Q v^ L 10/09/18 M501-1 A mol JOB NO. COMP NO. C180242 RENTON, WA DWG N0. RTN—YD—M501-1A C-0 LO C`7 CD O 00 T_ 6 , u CIVIL MASTER