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Home My WebLink AboutR-401476ON LO 0 00 00 0 N cM N 0 O 0 0 Y E m 0 J 0), Ber erABAM CALL 48 HOURS � BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 20 0 20 40 scale feet SYM REVISION I BY ORIG MITIGATION HANGAR C180242 1 ABAM APPROVED DATE SYM DJS 10/09/18 110mell BY I APPROVED I DATE IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS RAIN BIRD 1812-SAM-PRS SQ SERIES 180 30 0.20 4' RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES EST 30 0.61 4'x15' RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES LCS 30 0.49 4'x15' 4 RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES RCS 30 0.49 4'x15' a RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES SST 30 1.21 4'x30' a RAIN BIRD 1812-SAM-PRS 10 SERIES MPR 180 30 0.79 10' O RAIN BIRD 1812-SAM-PRS 10 SERIES MPR 90 30 0.39 10' O RAIN BIRD 1812-SAM-PRS 12 SERIES MPR 90 30 0.65 12' RAIN BIRD 1812-SAM-PRS VAN SERIES ADJ 30 6' RAIN BIRD 1812-SAM-PRS VAN SERIES ADJ 30 18' 0 RAIN BIRD 1812-SAM-PRS HE -VAN SERIES ADJ 30 10' 0 RAIN BIRD 1812-SAM-PRS HE -VAN SERIES ADJ 30 12' SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER PGV-101-MM-DC 1" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT COMMERCIAL USE. MALE X MALE (NPT THREAD) INLET/OUTLET. GLOBE CONFIGURATION, WITH FLOW CONTROL. DC LATCHING SOLENOID. NIBCO T-113-K CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1 /4" - 3" OD MANUAL DRAIN VALVE BF ZURN 950XL 1 " DOUBLE CHECK VALVE ASSEMBLY BC HUNTER NODE-200 2-STATION CONTROLLER, OUTDOOR, BATTERY POWERED WITH DC LATCHING SOLENOID DM 1" DEDUCT WATER METER (6" DOMESTIC WATER MAIN LINE) IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 — — — — — — — — PIPE SLEEVE: PVC SCHEDULE 40 VALVE CALLOUT VALVE NUMBER VALVE FLOW #" VALVE SIZE 9LAOE/NG° — CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRAV of WAS iy ACCEPTABILITY DEW a. sq� /�0 THIS DESIGN AND/OR CHE( oP��a 6920 2 SPECIFICATION IS APPROVED DJS NGI - — APPROVED BY DEPT. I DATE DEW Eu� IAI L SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE CIVIL MASTER GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA 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. 2. 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. 3. SEE SHEET C501-1A THROUGH C501-1 D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6Q FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. DETAIL REFERENCES POINT OF CONNECTION I--� L504 2� AUTOMATIC CONTROL VALVE L504 2 3� IRRIGATION PIPE TRENCH SECTION L505 ® RAINBIRD 1800 SERIES INSTALLATION L505 5 � PIPE SLEEVING I L505 IRRIGATION NOTES 1. IRRIGATION CONTRACTOR TO COORDINATE WITH THE GENERAL CONTRACTOR TO INSTALL IRRIGATION SLEEVES REQUIRED. 2. CONTRACTOR TO VERIFY STATIC WATER PRESSURE AVAILABLE AT THE POINT OF CONNECTION PRIOR TO COMMENCING WORK. THE CONTRACTOR IS REQUIRED TO NOTIFY THE OWNER IF THERE IS INSUFFICIENT WATER PRESSURE OR FLOW PRIOR TO INSTALLING ANY IRRIGATION EQUIPMENT. 3. PIPING SHOWN ON THE IRRIGATION PLANS IS DIAGRAMMATIC FOR CLARITY. LOCATE IRRIGATION LINES IN PLANTERS EXCEPT AT SLEEVE LOCATIONS FOR ROAD CROSSINGS. ADJUST MAINLINE AND LATERAL LOCATIONS TO AVOID UTILITIES, UTILITY STRUCTURES AND LIGHT POLES. 4. COMPONENTS OF IRRIGATION SYSTEM TO BE INSTALLED AND PROPERLY ADJUSTED TO PROVIDE HEAD TO HEAD COVERAGE AND MINIMIZE OVER SPRAY ON PARKING AREAS. 5. SYSTEM TO BE DESIGNED TO PROVIDE 1 /2" PRECIPITATION PER SEVEN DAY WEEK WITHIN A ONE HOUR WATER WINDOW DURING THE WARMEST AND DRIEST TIME OF THE IRRIGATION SEASON DURING THE 3 YEAR PLANT ESTABLISHMENT PERIOD. IRRIGATION SYSTEM RUN TIMES (ASSUMING 2 RUN TIMES PER WEEK) SHALL BE ADJUSTED DURING THE IRRIGATION SEASON BASED UPON EVAPOTRANSPIRATION REQUIREMENTS. 6. SYSTEM IS TO BE WINTERIZED BY USE OF COMPRESSED AIR INJECTED AT THE QUICK COUPLING VALVE. 7. VALVE DESIGNATION NUMBER SHALL BE CLEARLY NOTED ON EACH VALVE SUCH THAT IT CAN BE VISIBLY READ WHEN VALVE BOX LID IS OPENED. 8. CONTRACTOR IS TO COORDINATE WITH THE OWNER IN DETERMINING PROPER WATERING TIMES AND PROVIDE A DETAILED WATERING PLAN AND SCHEDULE FOR THE SUMMER MONTHS. CONTRACTOR IS TO SUBMIT PLAN TO THE OWNER FOR ACCEPTANCE PRIOR TO PROCEEDING WITH PLANTING OPERATIONS. IRRIGATION PLAN AND NOTES MITIGATION HANGAR RENTON SITE SITE R-401476 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS wI`i—I I Ix C 180242 J `IW O R G v^I L 10/09/ 18 SHEET L503 L03- JOB NO. COMP NO. C180242 DWG N0. RENTON, WA RTN—YD—L501-7C