HomeMy WebLinkAbout2188-4I
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svm_ M= Nm m p M. m Tnn�tmm DETAIL raFETMKIN
-43 w/64o-oi 70
TORO 64o SERIES 644-02 19. 00 61 F_
TORO 640 SERIES 643-02-43 w/640-01 19.00 70 611
TORO 64o SERIES 642-02-43 w/640-01 19.00 70 611 F
TORO 640 SERIES 640-02-43-127 w/640-01- 19-00 70 61,
IL TORO 640 SERIES 641-02-43 w/640-01 19.00 70 61, F
0 TORO 5600 SERIES S6OO-F-1- 3 w/600-01 1.20 25 35' G
A)k TORO S600 SERIES S600 -PC -1.3 w/600-01 1.20 25 35' G
A TORO 570 SERIES 570P45 2.00 30 15 H
"a TORO 570 SERIES 570P-151-120 1.40 30 151 H
TORO 570 SERIES 570P -15 '-Q 1.00 30 150 H
TORO 570 SERIES 570S -150-H 2.0030 151 1
bi, TORO 570 SERIES 570S -15#-Q 1.00 30 151
TORO 570 SERIES 570HP-15#-H 2.00 30 15
k TORO 570 SERIES 570HP-15'-Q 1.00 30 151
TORO 570 SERIES 5705-12 2.00 25 12'
TORO 570 SERIES 570S421 -H 1.00 25 12
A TORO 570 SERIES 570HP-121-H 1.00 25 12'
hL TORO 570 SERIES 570Hk-12'-Q 25 12
GRISWOLD "2000" SERIES ELECTRIC CONTROL VALVE (SIZES NOTED) D
GRISWOLD #2230IMP SERIES ELECTRIC C0XTR04/PRE=R9 REDUCING VALVE (SIZES I
NOTED) --SET @ 35 P.S.I. DISCHARGE.
GRISWOLD #2230IMP SERIES ELECTRIC ONTFAX/PRUMM REDUCING VALVE (SIZES D
NOTED) --SET @ 35 P.S.I. DISCHARGE.
9" NIBOO T-113 LINE SIZE GATE VALVE
RAINBIRD #33DLVC QUICK COUPLER VALVE W/KEY #33DK C
C3 NEPTUNE 2" #575 REDUCED PRESSURE TYPE BACKFLOW PREVENTER W/GATES & S. S. A
"Y" STRAINER.
GRISWOLD "MITRA" SD SERIES AUTOMATIC CONTROLLER MOUNTED IN A LE MEUR TYPE K
"A" VANDAL RESISTANT CONTROLLER ENCLOSURE. (MODELS NOTED)
PRESSURE MAIN LINE PIPE -USE PVC CLASS 315 (SIZES NOTED)
NON -PRESSURE LATERAL LINE PIPE -USX PVC KINIMM CLASS 200 (SEE PIPE SIZING OM)
iNK4M PRESSURE MAIN LINE PIPE ENCLOSED WITHIN A 6" scH. 40 PVC PIPE SLEEVE
PIPE SIZING CODE ONLY)
A-
1/2
-*-----CONTROLLER STATION
j 10 -4 1" v, - .VALVE SIZE
1 1/4" FLOW IN G.P.M.
1 1/2
2"
SCALE E 1 401
DATET
L
DR N
AW
CHECKED HECKED
Ar^VAWW AmFAb"o N-Lzm OLiTBM =rJwzv vzv 'rf= MWIMM TfM IN IIGKTI10N
Z S• CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTBOL WIRE SI
FINAL LOCATION Of AUTOMATIC CONTROLLICR(S) AND BAWLOW P VENTER(s) sHAU 0 Olp sumc SIZE UNDER ALL PAVED AREAS.
APPROV1D BY THE OWNER'S AUTHORIZED REPRESRNTATIVIL 12. COSRiRAC101t
HOOT STOP ALL PACKMATAIM n
OF SINiMM MADS WI A "VALCONN ADVO IC: lAl?*4FlFlAlm I?AFIIK
6o
THIS DMIGN 13 DIAGIRMWTIC. VVM"M" ffilt)NN Di ftyn AM" 13 ?M MSM MCK VALVE T=AlTwn IN TBi ALSM "JUST TO KINI"
• CLARIFICATION ONLY AM IS TO IS INSTATIND WIMIN PLAWM AREAS PMIN&9� 8
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1, THIS SPRINKLER BY DESIGN IS BASED ON THE MINDIUM OPERATING rNISSUM SHOWN C9
79
IRRIGATION 001MACT011 SlIALL FWSK AM LIM An AMST ALL HBADS FOR MAXMM
13. MAIN rE TANCE PERIOD MULL COMMENO IMMEDIATELY AFTER ITEMS ON FINAL INSPECTION
THE I RRI GATION DRAWINGS AT ZACK POINT OF CONNECTION. THE IRRIGATION CONTRACTOR
SHALL VERIFY WATERPRZSSURR ON THE SITE PRIOR CONSTRUCTION. REPORT
PERFORMANCE AND TO PRZVZRT OVERSPRAY ONTO WALKS, DRIVES, AND BUILDINGS AS MUCK
AS POSSIBLE. THIS SHALL INCLUnz SELECTING THE BEST DEGREE OF ARC TO PIT EXISTING
,
"PUNCH LIST" ARE COMPLETED BY THE OUNTRACTOR TO THE SATISFACTION OF THR
DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL
SITE CONDITIONS AND THROTTLING THE FLOW ClONTROL AT RACI( VALID TO OBTAIN THE MST
OWNER'S AUTHORIZED RELPRESENTATIVE.
PRESSURE READING AT TiM IRRIGATIQ9 POINT OF GOOMMIGN TO THN OWAWS Au
SING P.Rr-q6sjBz = ZLM US=*
REPRE MATIVE.
DO NOT WIIJJULLT INSTALL THESYSTM AS DESIGNED WHO IT IS OBVIOUS IN THE 1pnu,
20 DEVELOPER WILL PROVIDE REQUIRED LINE VOLTAGE TO CONTROLLER LOCATIONS, IRRIGATION
THAT UNKNOWN OBSTRUCTIONS OR GRAIN DIF'F'ERENCES EXIST THAT WERE NOT KNOWN DURING
CONTRACTOR SHALL MAKE FINAL HOOK-UP. INSTALL NO. 14 UP DIRECT BURIAL IRRIGATION
DESIGNING. SUCH CONDITIONS SHALL BN BROUGHT TO THE ATTENTION OF THE OWNER'S
WIRE (BLACK PILOT, WHITE COMMON). USE EPDXY CONNECTORS AND BURY WIRE WITH MAIN
AUTHORIZED REPRESENTATIVE, OniERWISR THE IRRIGATION MUST ASST= F=
SOUTA fts IRRIGATION
LINE, BUNDLED AND TAPED EVERY TEN FORM EXPANSION COILS AT EACH
RESPON-SIBILITY MR MY MW ALL NECESURY MWlql0XS-
SYSTEMS DESIGN
REMOTE CONTROL VALVE AND CHANGE OF DIRECTION. INSTALL SCHEDULE 40 PVC r
un ALL PAVING
INSTALL 00HPONnavTo AS CALLED FOR IN SPECIFICATIONS AND INTAIL DRAWINGS.
32 AUSnN
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N AIS, PIP`l 3M= TIM POINT CIP CONNZ011CX AND BACEP%M ARD/0R VAt
10*
IT Ill TM xmForv=rmm (W Twe 11MMATION TRACM TO TMILIARMI H3XM[LlP
IRVINE, CA 92714
(714) 551-9510
TRRA SH" BE or S A= INST4i. T t1= By THE LOG"
WITH ALL GRAIN DIFFERENCES, LOCATIONS OF WALLS, RETAINING WALLS, ETC. HE MUM
CODES.
COORDINATE HIS WOR[ WITH THE GENERAL CONTRACTOR AND OTHER SUB -CONTRACTORS FOR
THE LOCATION AND THE INSTALLATION OF PIPE sLmss THROUGH WALLS, UNDER ROADWAY,%
4, ALL PIPING UNDER PAVED AREAS SHALL BE INSTALLED PRIOR TO PAVING. USE PVC
0
SCHEIAJLE 40 PIPS FOR ALL NON-PRESSURN LATERAL LIM PIPINGIII3TALLZv UNM
il
TV irinylpyno TO n�
SCALE E 1 401
DATET
L
DR N
AW
CHECKED HECKED
Ar^VAWW AmFAb"o N-Lzm OLiTBM =rJwzv vzv 'rf= MWIMM TfM IN IIGKTI10N
Z S• CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF CONTBOL WIRE SI
FINAL LOCATION Of AUTOMATIC CONTROLLICR(S) AND BAWLOW P VENTER(s) sHAU 0 Olp sumc SIZE UNDER ALL PAVED AREAS.
APPROV1D BY THE OWNER'S AUTHORIZED REPRESRNTATIVIL 12. COSRiRAC101t
HOOT STOP ALL PACKMATAIM n
OF SINiMM MADS WI A "VALCONN ADVO IC: lAl?*4FlFlAlm I?AFIIK
6o
THIS DMIGN 13 DIAGIRMWTIC. VVM"M" ffilt)NN Di ftyn AM" 13 ?M MSM MCK VALVE T=AlTwn IN TBi ALSM "JUST TO KINI"
• CLARIFICATION ONLY AM IS TO IS INSTATIND WIMIN PLAWM AREAS PMIN&9� 8
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