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HomeMy WebLinkAboutR-398143---------- -- __ CITY R/W IRRIGATION LEGEND 0 o6 a6 E a Z. 9 Cm 3 0 o6 i 3 0 i 0 0 r` i U a) O d Y y.. a) C C3 U E Q N i 0 N N 0 a Q -r; 0 0 E NUMBER REVISION DESCRIPTION ° 53+00 I — NOTE: 55+00 [ 14;&A M:IN61M 0 E100 SYMBOL DESCRIPTION SPRAY HEADS: 6" POP-UP HEADS (DESIGN PRESSURE 30 P.S.I.) RAIN BIRD 1806-SAM SPRAY BODY / 8 SERIES MPR .Q 8' SERIES -HALF (0.47 GPM MPR NOZZLE) 0 4'X15' LEFT CENTER STRIP (0.49 GPM MPR NOZZLE) 0 4'X15' RIGHT CENTER STRIP (0.49 GPM MPR NOZZLE) © 4'X30' SIDE STRIP (1.21 GPM ROTARY NOZZLE) ROTARY HEADS: 6" POP-UP HEADS DESIGN PRESSURE 30 P.S.I. RAIN BIRD 1806-SAM SPRAY BODY / 13 13'-18' SERIES (0.80 GPM ROTARY NOZZLE) 16 Q-QUARTER, H-HALF, TT -THREE QUARTER EQUIPMENT: IRRIGATION POINT OF CONNECTION (120 P.S.I.): M 3/4" WATER METER (2-TOTAL 1N METER BOX) ® BACKFLOW PREVENTION: DOUBLE CHECK VALVE ASSEMBLY (FEBCO 1 /2" 850U IN GROUND VAULT) ® PEDESTAL MOUNT CONTROLLER (STAINLESS STEEL) TORO SENTINAL (2-TOTAL) MASTER VALVE / FLOW METER (IN VALVE BOX) ® TORO 220 1" BRASS VALAVE /TORO 075 TFS FLOW SENSOR ELECTRONIC CONTROL VALVE (IN VALVE BOX) RAIN BIRD 100-PEB QUICK COUPLER ASSEMBLY (IN VALVE BOX) RAIN BIRD 44-LRC BRASS BALL VALVE (IN VALVE BOX) NIBCO 1-1 /2" T-580-A PIPE: SLEEVES: SCHED. 40 PVC; 2X LINE SIZE LATERAL LINES: CLASS 200 PVC, (MIN. 14" COVER) MAINLINE: SCHED. 40 PVC, (MIN. 24" COVER) SERVICE LINE -- UNCONNECTED PIPE CONSTRUCTION NOTES 1 POINT OF CONNECTION: 1" METER (1 OF 2) AT EXISTING 12" WATER MAIN. 2 LOCATE IRRIGATION MAINLINE 6" FROM EDGE OF SIDEWALK IN PLANTING AREA. 3 120V POWER SERVICE TO CONTROLLER 1 . t � _ t�_ ,...,._.,,,.------�•_ """ ^,.`"°d'.':�_ ..�,_,..._.,.,......-. �......-.�.�......s... �""`- 'a ° v v .:r, ,_......aa�.,--._----- Q .a�....,..,,..rs:,..__.�.._sc....-«_.tz;.. .._..ta.-,-�.�.....,.,tz_� ..m.. i .w,;._----;.,m.���._".;'"� "'w...9._.�- .s.S.,.. ^----•- _..e....._-,�,-.;v.,.r.;�..,y....._.,..'�� ;,...,qy....,•.,.....,^� ..c2...........� _tao_.-�-.,•� Q._.....rz�..,.__.,._Yi,...,.,.,e,...�...:�.,.S.a ..._.Ck-_._._.--�'----,�.:�..._ b a. _ m.a..._.., w......,..... ___ ...:"'"...."...••.',.'4,"': ""'�"w,,....�.�"....«"".-.,,..- M--�-.'"'�..�.-„-s : .; � ��""'" .v y� .....,.. v� °".�. � ,..--:,,�•-""---- ".": °• a �1 Y. v a ° v ° v ... a� � o . ° � v�v � .a.� � a e a 59+00 Ar o- r- t BY i APP.' DATE SURVEYED: JFS DRAWN BY: MGS DESIGN BY: MGS CHECK BY: LBM PROJ MGR: LBM H Ew HanmiGlobal Partner 10230 NE Points Drive Suite 400 Hirklan Tashin&n 9M Phone: (425) 822-4446 FAX. (425) 827-9577 www.otak.com STATE OF WASHINGTON ERED LAND CAPE CHITECT CURTIS LAPIERRE CERTIFICATE NO. 474 B-2 16.22 1 " GPM 60+00 co Ix 61+00 NE PARK ®RIVE --'- �-= CITY OF RENTON a.lL Public Works Department APP D FOR CONSTRUCTION BY: DATE: CONTROL VALVE FLAG -- G.P.M. 8.5 FV-1 CONTROLLER DESIGNATION Z G.P.M. [__I:_J_AND VALVE NUMBER VALVE SIZE _ P.V.C. PIPE SCHEDULE ° PIPES ARE TO BE SIZED ACCORDING TO G.P.M (GALLONS PER MINUTE) DEMAND DOWN LINE. FLOW VELOCITIES ARE NOT TO CV EXCEED 5' PER SECOND. O �• SCHEDULE 40 P.V.C. MAINLINE PIPE G.P.M. PIPE SIZE 0 - 8 3/4' 9 - 11 1" Q 12 - 22 1 1/4" 23 - 35 1 1 /2" ® 36 - 50 2" CLASS 200 P.V.C. LATERAL LINES G.P.M. PIPE SIZE 0 - 10 3/4" J 10 - 14 1" 14 - 24 1 1/4" 24 - 30 1 1/2" 30 - 50 2" 20' 0' 20' 40' SCALL IN FEET HIGHLANDS TO LANDING DRAWING NO. 8.01 PEDESTRIAN CONNECTION PROJECT CM-1070(007) PROJECT NO, 31796 FED AID NO. CM-1070(007) IRRIGATION PLAN DATE: June.2013 SHEET NO. 33 OF 44