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HomeMy WebLinkAbout5006-9LEGENDS AND NOTES: MATCHLINE SEE SHEET 8 MATCHLINE SEE BELOW LEFT MATCHLINE SEE BELOW LEFT SYM• MODEL 001 NO MIN 10 0_ � •:•�:.�.:� ® RAINBIRD 1" PESBR-PRS-D CONTROL VALVE IN PURPLE VALVE BOX _. INN,. :. !" RAINBIRD PESB-R VALVE WITH QKCHK 100M QUICK CHECK BASKET FILTER AND INN NO ON ON MIN ,. , , _ T l / 3" MAINLINE 1-1/4" BALL VALVE, INSTALL IN PURPLE VALVE BOX, INSTALL PRESSURE REGULATOR 1 , SLEEVE IF PRESSURE IS OVER 75 PSI 1-1/2" LINE SIZE -INSTALL IN -SS-SH FUWATTS B-6080 "•, ri '. 3 WIRE / P ►� �.,.: , fes. ,.., •:�•�ar;�:�: /> f PURPLE VALVE BOX SLEEVELOT :e s /f : �`i. / r' � kz :,:.:��;'(:2:" ::::::::::::::::: RAINBIRD QUICK COUPLER MODEL 33 -DNP g" QUICK COUPLER VALVE IN >: f I z% ,� ff t r PURPLE VALVE BOX ' LATERAL 10 ",<, : / CONTROLLER - TORO SENTINAL IN APPROVED STAINLESS TEEL EDISON METER ' // »T ,: ti Aim > 1'si"iFV"4 'f, SLEEVE : %��„' I , y� © BOX MODEL # ESB36-U2-MPEA161 OK -OB 1 -VRA ASSEMBLY BY AQUAFLO SUPPLY 1-1/2"F f � CONTACT: CORY RADEN (805) 967 -1938 / r 1" HUNTER BRASS MASTER VALVE - MODEL IBV -101G -R 177 All r` BADGER 735 SERIES ,,: Fs STRIAE FLOW SENSOR �.,.: 1” DATA INDUS 1 .�•:: ; � j 16.0 LOW ASSE MBL Y W/ RECLAIME DUCED PRESSU RE BACKF 1 r' r 1" FEBCO 825Y RE 1" B WATER TAG. WITH CAGE AND GAURDSHA CK TO FIT r 1065 x �..L.I :.,� - /::, ��, 1 114" , 1 WATER METER 1"FOR CONTROLLERS WAN D'B', �" METER FOR CONTROLLER'C' fi.. LATERAL LOW f r ., SLEEVE 1-1/4" f WIRING CONTRACTOR TO INSTALL 2 SPARE WIRES AND �: � :f .. ROUND PULL BOX FOR f MM W P WN O N 1 1/2" 1 .. E IN A PULL BOX AT ALL ENDS OF THE MAINLINE E AS SHO I,. O A COMMON WIR .:..%.I THE IRRIGATION MASTER PLAN "'— — r• A. ,. %�>..> �SLEEVE -SIZE PER PLAN s. � �. — SCH 40 PVC :r. LOT g �? ✓. Xs^,Y l I f: / . SC H40P VC LATERAL LINE 3/4" UNLESS � 7 OTHERWISE NOTED ON PLAN • r 11 x,. 3'MAIN MAINLINE :•. ' :., *'! DL— SLEEVE- - ' ftRAINBIRD DRIPLINE XSF P-09 12 OR EQUAL (f , „� t — DL eDL 'n 1-1 /2" CLASS 315 PVC MAINLINE -SIZE 1-1/2" RE WII u' i. ,N SLEEVE 3" MAINLINE �. VALVE C ALL OUT I :y / . SLEEVE ,yf # VALVE NUMBER :.f 1-1/2" x: �.f GALLONS PER MINUTE WIRE .•• t VALVE SIZE SLEEVE 1' "1.. LOT AREA IN SQUARE FEET r / " O HYDROZONE I L>: 11 NOTES .(TYPICAL): ., . •''�=-�':`.��:���:?�. ��;:� �:�:�� 1) MAINLINE, VALVES, IRRIGATION METERS ETC. ARE SHOWN ON THE STREET AND/OR f ::::. I' LATERAL SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE SITE. ALL i ' \ ,""'•'w, .;• SLEEVING TO BE LOCATED WITHIN 2, OF BACK SLEEVE OF CURB. LATERAL/ f 1-112" s /' sLEEVE , DRIP IRRIGATION NOTES: 1-1/2" ( `f INSTALLATION NOTES NOTE: REFER TO ` -�/r 1. PRIOR TO INSTALLATION DRIPLINE AREA IS TO BE RAKED SMOOTH AND ALL SHARP OBJECTS TYPICAL POINT OF f ( AND DEBRIS THAT MAY PUNCTURE TUBING IS TO BE COLLECTED AND DISPOSED OF. CONNECTION1-1/4" / I 2. INSTALL DRIPLINE AT A DEPTH OF 2". REFER TO IRRIGATION DETAILS FOR LAYOUT LAYOUT, THISINFORMATION. A9 SHEET, FOR.45 ,., / �, r, 3. ALL DRIPLINE, IRRIGATION LATERALS, AND IRRIGATION MAINLINE ARE TO BE SLEEVED UNDER CONFIGURATION 15.6 s J "` 1" f` / ALL PAVING AREAS. ALL SLEEVES ARE TO BE SCHEDULE 40 AND SIZED AT TWICE THE SIZE OF OF EQUIPMENT. 1040 f f ` \ PIPE TO BE SLEEVED. f �yry y 4. DRIPLINE IS TO BE LAID OUT WITH ENOUGH PLAY TO ALLOW FOR EXPANSION AND LOW r' 2 CONTRACTION DUE TO CLIMATIC CONDITIONS. 5. ALL CUTS TO DRIPLINE, LATERAL LINES, AND MAIN LINE ARE TO BE AT 90 DEG TO PIPE AND A10 CLEANED PRIOR TO INSTALLATION. 9.1 �';•,' (��/ � � 6. ALL DEBRIS THAT MAY INTERFERE WITH PROPER FUNCTION OF THE EQUIPMENT IS TO BE lit LOT 3" MAINLINE \ \ KEPT OUT OF ALL DRIPLINES, IRRIGATION LATERALS AND IRRIGATION MAIN LINES. SLEEVE 602f': , s 1-112" REFER TO SHEET 14. FOR THIS AREA 7. PRIOR TO OPERATION OF IRRIGATION SYSTEM OPEN ALL FLUSH VALVES AND RUN WATER TO ` FS 08 '` PURGE SYSTEM OF ALL DEBRIS. WIRE SLEEVE 8. DO NOTE USE ANY SOLVENTS OR DETERGENTS THAT MAY COMPROMISE THE INTEGRITY OF DRIPLINES, IRRIGATION LATERALS, AND IRRIGATION MAINLINES. 3" M 1 LIN SLEEVEY 1-1/2"f ' F f:: � , � C� TYPICAL POINT OF CONNECTION LAYOUT WIRE SLEEVE Mainline (1-1/2") 2.7 PSI Laterals .5 PSI Fittings .1 PSI Backflow 12.00 PSI Water Meter (11") 1.0 PSI Basket Filter r f 2.9 PSI LOT 10 PSI Ball Valve .1 PSI Flow Sensor / Elevation Change 2.7 PSI Total Loss 27.6 PSI I LATERAL 30.0 PSI Minimum Req. Pressure 57.6 PSI Static Pressure 70 PSI Residual Pressure 12.4 PSI ASSEMBLY W II t. SLEEVE , 12 „) FLOW SENSOR MASTER VALVE /5 BALL VALVE NOTE: MAINLI E s3� Al2 <: e, < TO BE INSTAL ED f1 Q CONTROLLER " IN LANDSCAPE v i j 8.54 V, r L1LU AREA AT BAC OF 1 " C0 I' SIDEWALK > 569 � j LOW is I X':, 3" MAINLINE ,orf SLEEVE 3" MAINLINE € 1-1/2" SLEEVE/, mfr,, WIRE 1-1/2"f' l Ix { SLEEVE WIRE Y -�y'• I� i SLEEVEf 4. ,x i' ,. L TERAL LOT . :A S EEVE ' 1 1 /2"i f°: I I i 09 r 3" MAINLINE I , 1 SLEEVE W I WIRE SL EV W I kf U6T ,f LATERAL Q t SLEEVE 1 T ' V 1-1/2" �f. 11-1/47, W i VALVE # Al FLOW = 11.3 GPM Mainline (1-1/2") 2.7 PSI Laterals .5 PSI Fittings .1 PSI Backflow 12.00 PSI Water Meter (11") 1.0 PSI Basket Filter 1.6 PSI Valve 2.9 PSI Master Valve 10 PSI Ball Valve .1 PSI Flow Sensor 1 PSI Elevation Change 2.7 PSI Total Loss 27.6 PSI Pressure Req. at valve 30.0 PSI Minimum Req. Pressure 57.6 PSI Static Pressure 70 PSI Residual Pressure 12.4 PSI SITE MAP ADAMS LANE Lu 'A' ST Q m uj j Lu 'D' ST Q 114+0077 CLU J Uj W 1-1/4" A13 '», WATER PRESSURE INFORMATION THIS SHEET <: PROV DED BY: W :Y 1 ;fry ; KEITH I HUSTON 1245 18.7 W � ��N • SAN GABRIEL VALLEY WATER DPT. �' ( 909-271-7353 LOW 70-90 PSI 3" MAINLINE 'G' ST ' SLEEVE ' 110+p IA WIRE LAT ERA r SLEEVE I f SLEEVE 1-1/2" INN NO NO NNONONONONONONO ON NON BOVERIGHT MATCHLINE SEE A MATCHLINE SEE ABOVE RIGHT NTS o �ANDS�q YOUNG HOMES DATE SUBMITTAL TRACKER Q ❑ SHOULD CONSTRUCTION OF THE REQUIRED ���� ��R E M� '°F9 � � TR 18676 -CFD LANDSCAPE PLANS 10/10/2012 FIRST SUBMITTAL 3m2o13 sEcoNDsuBMITTAL IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS �� �� # z,��F� �°�, b OF THE DATE OF APPROVAL SHOWN HEREON AND L a DRAWN BY: SCALE: y L A N D S C A P E DESIGNED BY: IRRIGATION N PLAN 1"=10' CARRIED FORTH IN A DILIGENT MANNER, THE CITYcxlDATE: DIAL TWO WORKING ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BEFORE � � DAYS BEFOREEXP. 9/30/13 ARCHITECTURE SK 10-10-12 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH STANDARDS IN Ex .oA E ` Jj• ��P CHECKED BY: A RO DRAWING NO. 9 O' 10, 20' 30' TOLL FREE 811 Rev EFFECT 9TF OF CA01i 310 NORTH JOY STREET CORONA, CA 92879 SK DA 'Z/f•/ rj006 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE T: 951.737.1124 F: 951.737.6551 BM T 27 BACKFLOW ASSEMBLY FLOW SENSOR MASTER VALVE /5 BALL VALVE s3� <: e, < f1 Q CONTROLLER r L1LU C0 I' SITE MAP ADAMS LANE Lu 'A' ST Q m uj j Lu 'D' ST Q 114+0077 CLU J Uj W 1-1/4" A13 '», WATER PRESSURE INFORMATION THIS SHEET <: PROV DED BY: W :Y 1 ;fry ; KEITH I HUSTON 1245 18.7 W � ��N • SAN GABRIEL VALLEY WATER DPT. �' ( 909-271-7353 LOW 70-90 PSI 3" MAINLINE 'G' ST ' SLEEVE ' 110+p IA WIRE LAT ERA r SLEEVE I f SLEEVE 1-1/2" INN NO NO NNONONONONONONO ON NON BOVERIGHT MATCHLINE SEE A MATCHLINE SEE ABOVE RIGHT NTS o �ANDS�q YOUNG HOMES DATE SUBMITTAL TRACKER Q ❑ SHOULD CONSTRUCTION OF THE REQUIRED ���� ��R E M� '°F9 � � TR 18676 -CFD LANDSCAPE PLANS 10/10/2012 FIRST SUBMITTAL 3m2o13 sEcoNDsuBMITTAL IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS �� �� # z,��F� �°�, b OF THE DATE OF APPROVAL SHOWN HEREON AND L a DRAWN BY: SCALE: y L A N D S C A P E DESIGNED BY: IRRIGATION N PLAN 1"=10' CARRIED FORTH IN A DILIGENT MANNER, THE CITYcxlDATE: DIAL TWO WORKING ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BEFORE � � DAYS BEFOREEXP. 9/30/13 ARCHITECTURE SK 10-10-12 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH STANDARDS IN Ex .oA E ` Jj• ��P CHECKED BY: A RO DRAWING NO. 9 O' 10, 20' 30' TOLL FREE 811 Rev EFFECT 9TF OF CA01i 310 NORTH JOY STREET CORONA, CA 92879 SK DA 'Z/f•/ rj006 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISION DESCRIPTION DATE ENGR. CITY DATE T: 951.737.1124 F: 951.737.6551 BM T 27