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HomeMy WebLinkAbout5006-10LEGENDS AND NOTES: LIMIT OF WORK ON SULTANA AVE. MATCHLINE SEE BELOW LEFT MATCHLINE SEE BELOW LEFT MATCHLINE SEE BELOW LEFT SYM. MODEL _ �I 1 itRLI1VEM ® RAINBIRD 1" PESBR-PRS-D CONTROL VALVE IN PURPLE VALVE BOX /, SLEEVE I I I I`EN M -M NEMEN mm MEN;♦ ' ,r 1-1/2" RAINBIRD PESB-R VALVE WITH QKCHK-100M QUICK CHECK BASKET FILTER AND f ♦ ?. /♦ WIRE SLEEVE 1 ' y ♦ fi: I !ter R�� I BALL VALVE, INSTALL IN PURPLE VALVE BOX, INSTALL PRESSURE REGULATOR IF PRESSURE IS OVER 75 PSI ' I I I L 1-1/4„ ' � � � ,%'� � i ? %�. r 69 N WATTS B -6080 -SS -SH FULL PORT BRASS BALL VALVE -LINE SIZE -INSTALL IN ,, ,, fr i r- I 1 1 1 I _R 11.7 ~ PURPLE VALVE BOX RAINBIRD QUICK COUPLER MODEL 33 -DNP 4” QUICK COUPLER VALVE IN ?3/,J' , I I I, I ♦ ry j I LOW ' I f PURPLE VALVE BOX ` w r r CONTROLLER - TORO SENTINAL IN APPROVED STAINLESS TEEL EDISON METER © BOX MODEL # ESB36-U2-MPEA161OK-OB1-VRA ASSEMBLY BY AQUAFLO SUPPLY ,r' y ' ' ' `j %i '' • i. CONTACT: CORY RADEN (805) 967-1938 I I / I W , , ' ' t: f , % 3 f MV 1" HUNTER BRASS MASTER VALVE -MODEL IBV -101 G -R �i /ifs LATERAL NOTE: REFER TO } W i I i /' TYPICAL POINT OF1. FS 1" DATA INDUSTRIAL FLOW SENSOR BADGER 735 SERIES LOT SLEEVE ': f ♦ LATERAL LOT 1-1/2" 7 CONNECTION rf �:� E Y REDUCED PRESSURE BACKFLOW AS EMBLY W/ RECLAIMED 'ft' OTE: MAINLINE TO FOLLOW fy LAYOUT, THIS '; SLEEVE WATER TAG. WITH CAGE AND GAURDSHACK TO FITS 1 1 / ASE OF SLOPE IN ALL SLOP W ' "` R C h 3 Z I i. x- i SHEET, FOR _ ,a 1 1 B� NOTE: MAINLINE ©1 WATER METER 1"FOR CONTROLLERS 'A' AND'B', 4" METER FOR CONTROLLER 25 ''' ONDITIONS. RUN SLEEVES `" "" f i CONFIGURATION I e ', rF d I I:" P ! OF EQUIPMENT. �'s TO BE INSTALLED S NECESSARY THROUGH J' , , , /' !' ROUND PULL 0-1 OR WIRING, CONTRACTOR TO INSTALL 2 SPARE WIRES AND ,f� r% IN LANDSCAPE OBBLE HARDSCAPE AREAS = I Q .r.,. ' I l r A COMMON WIRE IN A PULL BOX AT ALL ENDS OF THE MAINLINE AS SHOWN ON ` h AREA AT BACK OF P SIDEWALK THE IRRIGATION MASTER PLAN V' ♦' '' I V SCH 40 PVC SLEEVE - SIZE PER PLAN ♦ LATERAL ~ M P ♦ f Q' , , I ,/ SCH 40 PVC LATERAL LINE 3/4" UNLESS SLEEVE C /, /:I 3/4„ I « f r G LATERAL 1- /4” OTHERWISE NOTED ON PLAN y , 1-1/2" , yf SLEEVE 1 FSI Y 1-1 /2"_., ,,. r% RAINBIRD DRIPLINE XSF-P-09-12, OR EQUAL r r :: 9.2 r; j f / 14 9 CLASS 315 PVC MAINLINE -SIZE 1-1/2" B7 I ;.... 682!' 1-1/4"fv 1,; ; A W2 VALVE CALL -OUT I I LOW 993 I ,° 'y. f r r # VALVE NUMBER I r I '' I LATERAL ♦ I ' LOW I �' LATERAL # GALLONS PER MINUTE t I ' SLEEVE VALVE SIZE ' 1-1/2" y r: ,: LOT ,, ' ,' SLEEVE "I AREA IN SQUARE FEET " ,f f f . HYDROZONE v. B4 f ,_. NOTES (TYPICAL): r / ' 22 "z r 1 MAINLINE VALVES IRRIGATION METERS, ETC., ARE SHOWN ON THE STREET AND/OR 12.3 ..:. I :� ♦ ,�- I � ,, SIDEWALK FOR CLARIFICATION ONLY. INSTALL IN PLANTER AREA THROUGHOUT THE SITE. ALL ♦" ♦`»J I ♦` �I SLEEVING TO BE LOCATED WITHIN 2' OF BACK OF CURB. 823 LOT , t % N �. I 1 s MEDfa I'' DRIP IRRIGATION NOTES: ,♦ 1 ��, 162 ' '`' • .., 1 I ` INSTALLATION NOTES LOT �J 7.53/4' � �, ,, 1. PRIOR TO INSTALLATION DRIPLINE AREA IS TO BE RAKED SMOOTH AND ALL SHARP OBJECTS .fl 1 I' ' ;'� AND DEBRIS THAT MAY PUNCTURE TUBING IS TO BE COLLECTED AND DISPOSED OF. 24 r '',All 495 Z- - f' 2. INSTALL DRIPLINE AT A DEPTH OF 2". REFER TO IRRIGATION DETAILS FOR LAYOUT f� f, INFORMATION. /a,...- yr 3. ALL DRIPLINE, IRRIGATION LATERALS, AND IRRIGATION MAINLINE ARE TO BE SLEEVED UNDER I ♦ .� , ♦ ,.,,. , , ,� ,y ' 3 r l ALL SLEEVES ARE TO BE SCHEDULE 40 AND SIZED AT TWICE T SIZE OF i : L PAVING AREAS. f.. �� ,;.y I t/ I AL EA A EDUL PIPE TO BE SLEEVED. I LOT I 4. DRIPLINE IS TO BE LAID OUT WITH ENOUGH 'PLAY' TO ALLOW FOR EXPANSION AND I 'l u ' :. f .... CONTRACTION DUE TO CLIMATIC CONDITIONS. 3" MAINLINE i SLEEVE r 18 I ''' I� 5. ALL CUTS TO DRIPLINE LATERAL LINES, AND MAIN LINE ARE TO BE AT 90 DEG TO PIPE AND LATERAL �f '` I. '% z CLEANED PRIOR TO INSTALLATION. WIRE SLEEVE , SLEEVE i;� I6. ALL DEBRIS A 1-1/2" Y 1' ' 4, 610 KEPT OUT OF ALLDRIPLINESE IRRIGATRFERE ION HLATERALS IRRIGATION R GATION MAPROPER FUNCTION OF THE IN ILT IS TO BE NES. 11.8 7. PRIOR TO OPERATION OF IRRIGATION SYSTEM OPEN ALL FLUSH VALVES AND RUN WATER TO <.. 1„ PURGE SYSTEM OF ALL DEBRIS. ' 8. DO NOTE USE ANY SOLVENTS OR DETERGENTS THAT MAY COMPROMISE THE INTEGRITY OF LATERAL LOT 784 SLEEVE DRIPLINES, IRRIGATION LATERALS, AND IRRIGATION MAINLINES. ` 63 f 'r/% uj 4.. ��: LATERAL t TYPICAL POINT OF CONNECTION LAYOUT - -- I I I y LOT a 15.6 r SLEEVE ' {f 1-1/2" X, 23 1037 ( I „ LATERAL 1 . LATE L yr r♦ 1 1-1/4 <1-1/4" SLEEV Zf BALL M { r ''' f; SLEEVE W w ? ._..... / 1 112 ............ r ' i1 f � �' \ MASTER / FLOW SLCD 65 __j a ,. BACK 91 i 13.2 rl n ASSE -:' z 1 `° 880. I 1 r FLOW'�rl ;: ,� ; QP ., � � Q — — — rf I ' CONTROLLE ` V. f♦� fr t I 11 LATERAL it V J I , 1 1, H / �% � sl f ,F/e•r SLEEVE r� Q 1 SITE MAP ,. y'♦;�,, Ix ,, C'4 uj 31+00 A,Ire i+ s ?' wry r 9 ` ry l f 1 I 1 W ADAM NE :ff LOT _ Q ll.l 11 II t.. THIS SHEET ........ i J ; ,' z f' ; LATERAL 1 1 1 I ( > 'A' ST u~i 1 LOT �,r Q 17 SLEEVE II cn ; ,,, f ' F' STREET I _ 1-1 /2" Lu 1, ;:I , ;i L 1 1 v w 20 B6x " 1Lu W I. I I 1„ , 'D' ST = 13.0 $ ff f 3" MAINLIN i i ol Q 1I 11 I 1 B8 . SLEEVE I1 11 W ;864 1-1/4" 15„0 WIRE SLE "VE Z 'F' ST ” 24+00 J 998MAINLINE I1 ..I3" MAINLINErSLEEVE . ............................ SLEEVE ____..._ I 1-1/2.. 1 I I I WIE SLEEVE , rf f 1 1 WIRE SLEEVE I ► I , s :., t♦ Q' 1 1 1 1 ri / fr: I i 11 11 I ,G, ST LATERAL I i I •� ;:. I �, ,sk SLEEVE i' k _.mfr i i i i I `• f, ` 1 1 A , ADAMS� LATEF�AL I 1-1/2" l i l i 1 h SLEEVE - y I itsl i I 7,c7C+, f 1-1/2"<<ccTr _........... ....... ........ _...:: rr LANA.. M 06 NINE .�� ==6w= 6mmImimmi'mm mm MIME �SFM MATCHLINE SEE ABOVE RIGHT MATCHLINE SEE ABOVE RIGHT MATCHLINE SEE ABOVE RIGHT MATCHLINE SEE SHEET 11 Fti,:: NTS DATE SUBMITTALTRACKERNosYOUNG HOMES �`�� `A�q,�F 10/10/2012 y FIRSTSUBMITTAL Q SHOULD CONSTRUCTION OF THE REQUIRED ��. ��� M,<< -am TR 18676 - CFD LANDSCAPE PLANS 3/7/2013 SECOND SUBMITTAL O IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS �P 6F� rn y ■ p ■ SCALE: OF THE DATE OF APPROVAL SHOWN HEREON AND ry i DRAWN BY: 1VVVVVVVA1VV4WWWWV1A AM AA MA6A0VVVAANAV%%W CARRIED FORTH IN A DILIGENT MANNER, THE CITY � L A N D S C A P E SK, SF 1"=10' DIAL TWO WORKING ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO -� A R c H I T E c T u R E DESIGNED BY: IRRIGATION PLAN DATE: BEFORE ,N, DAYS BEFORE 9!30/13`' SK 1-7 10-10-12 YOU DIG YOU DIG BRING THEM INTO CONFORMANCE WITH STANDARDS IN EXP. ATE O' O, 20� 30� TOLL FREE $� REV. EFFECT �lgrF OF CA1 �FO��\P 310 NORTH JOY STREET .737.1I12O ROFN: 9, CA 9 65 59 CHECKED K : All DAT �►` DRAWING NO. 1 O A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE ENGR. CITY DATE`�'/� 5006 27 REVISION DESCRIPTION BM