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Home My WebLink About3555-85, I T e i C A P e S Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 92626 Richard Polhamus, License CA–#2782 (949) 644-9370 (714) 210-3140 FAX DVM' CHK DATE 12/10/03 "0" 03-017 BOX TO BE PLACED AT RIGHT ANGLE T 10" PLASTIC ROUND OF 14 HARDSCAPE EDGE w/ VALVE # ETCHED IN LID APPROVED VALVE 80 WHITE W/STRIPE WIRES 12"X18" PLASTIC BOX AND COVER WITH FINISH GRADE GATE VALVE (COMMON) LOCK TOP CURL TYPE EXPANSION LOOP (MIN.24 1 IN LAWN AREAS BLUE -... WATERPROOF WIRE CONNECTION 2 PLANTER AREAS WATERPROOF ALL 12 "OR HARDSCAPE CHRISTY S I.D TAG As NOTED WIRE CONNECTIONS (STANDARD) SECURE TO SOLENOID PIGTAIL 12" MAX. AS PER STD. FINISHED GRADE \ b" 1 FINISH GRAD 3/4" a RED -�- 6" MIN. FROM HARDSCAPES YELLOW -�_.-- MASTER CONTROL 4 _ VALVE -il►T�=--------_. i I H I a _.-- 12"rlax tom 12 II S ID III=1 I I=1 I I III=1 = FLOW SENSOR DIAMETER SAME SIZE v 14LvE PVC LINE PIPE � eo as o 00 ° o� e e 0 0 e�o� oct - LATERAL LINE Z (-III-III—i I III =-III_ NON PRESSURE L AS FLOW METER SIZE � � -'""" - �!- NON -PRESSURE II a,poo 00 o p Qa�o� 008��0 °ao °� Z — III=1 I I=1 I I —III—I I Y �=III=IIPEI 1 III=III=111- 18 MIN � INE FITTING UNION CONNECTION PRICK (THREESREQU RED _ III—III III= LATERAL LINE � I II I III=_III: �I b • � �� --PEA GRAVEL. ,5,� d. d,•, o . b,®.�. t: • .,4iti+s. g o',; ' o o 0 0� (MIN.3 CU. FT.) PVC MALE ADAPTOR BRASS OR COPPER TYP. TWO PLACES N I II l II - _ 1=III=11 (=III= MINIMUM DISTANCE DOWNSTREAM e � PVC LINE PIPE PVC SCH. 40 MALE ADAPTOR NIPPLE &UNION - - III = PRESSURE SUPPLY LINE 5X DIAMETER OF FLOW METER SIZE PVC ELBOW (TYP. 2 PLACES) CONTROL WIRES 'IIIE III=III PVC LINE PIPE PRESSURE MAIN! UNE PEA GRAVEL ANGLE SPECIFIED EG (MIN. 2 CU.FT) IHEI I F1) III=I I I= =1I11-111 CLEAN BACKFILL MINIMUM DISTANCE UPSTREAM COMMON WIR PVC SUPPLY; LINE FITTINGS(SXSXS) WITH DEPTH ELBOWS, SI 45–DEGREE DRAWINSIZE PER DRAWINGS. 1=111=II' III -111- 10X DIAMETER OF FLOW III=III III—III METER SIZE CONTROL WIRE 1=1 I I—I I I I I=1 11= 111-111— I I—III. -III-III=11=III=III (I I=III-III-III-III- NOTES: 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED NOTES: 1. GATE VALVES 2 1/2" AND LARGER SHALL BE AWWA APPROVED AND III-III—III 115 111—IIMII I—III —II I-111=111 2. WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF HAVE A 2" SQUARE OPERATING NUT IN UEU OF BRASS HANDWHEEL 111=1 I�1 I —III—III III=1 I I-111—III-111— �—III—III I I I=1 i t=1 I I=1 I I=1 I I—III=1 i I— 3 FT. APART. AND FLANGE CONNECTIONS IN UEU OF UNIONS. 2. GATE VALVES 8" AND LARGER SHALL HAVE TRANSIT ADAPTERS. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. 3. PLACE PEA GRAVEL PRIOR TO INSTALLATION OF VALVE BOX 4. GATE VALVE SHALL BE INSTALLED IN SHRUB AREAS UNLESS 4. ONE VALVE PER VALVE BOX OTHERWISE APPROVED n 6 MIN. FLOW METERCONTROL AL E TYP. BRASS REMOTE VALVE GATE VALVE WALK OR CURB III FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2" IN SIZE. THIS WILL BE PERMITTED IN THE POP-UP SHRUB HEAD 10" VALVE BOX MARKED W 2" QUICK COUPLER VALVE INITIAL BACKFILL MEASURED FROM THE TOP OF PIPE. THE REMAINDER 1/211 � �/2 LETTERS READING Q.C. OF TRENCH CAN BE FILLED WITH ROCK SCREENED 2 MINUS. 12" MIN. FROM HARDSCAPE MATERIALS FINISH GRADE FINISH GRADE ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90%. —=1I=1=—===--___ =1I=III------== I II III—III III III 111_111_1 III III I I I INSTALL ALL PVC PIPE WITH LABEL UP. • Q = __—_—_ I I—III—III—III—III—III—I Il—I 11=III-11 F4I 1=111-111 I I IE 1 I I=111-111-III—III=11 I—I I I—I I I—III= a —I 11=1 11=1 11=1 I I—I 11=1 1=1 1=1 11—II I—I i 1-1 11=1 I I—I I—i i I—III—I 11=1 I I—I 11=1 11=1 11=1 I I—I 11=1 SNAKE ALL PIPES IN TRENCH.FAI = 6" MIN PEA GRAVEL 1= 1=1 BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE I=I ( I=I - III- 2 x 4' RWD OR BRICK SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 dEGREE =III= =III= BRASS STREET ELL TYP.----___._ CHANGES IN DIRECTION. „ RASS NIPPLE 6 MIN SCH 80 PVC NIPPLE PRESSURE MAIN LARGER THAN 2" SHALL BE P.V.C. CLASS 315 THREADED BOTH ENDS SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. PVC SHC 40 TEE OR ELL PVC STREET ELLS LATERAL LINE SIZE TO BE NOTED ON PLAN PRESSURE REGULATOR CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN 11/2" WILKENS 600 HR SERIES REDUCE PRESSURE BACKFLOW MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. SET PER P.O.C. DESIGN PRESSURE. PREVENT �� 24" MIN. #4 REBAR, ATTACH STRAINER #40 MESH MODEL RASS NIP LE r4 PLACES CONTRACTOR SHALL PROVIDE 24 OF COVER OVER PIPE W/(2) STAINLESS STEEL BANDS SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE BRASS ELBOW BRASS ELBOW 3" AND LARGER. o BRASS UNION NOTE: RELIEF PORT BRASS PIPE NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS BRASS BALL BRASS BALL LOOSE KEY \ VALVE 18 VALVE O INSTALL 12" SHRUB POP-UP HEAD 1 1/2" OSE 819 BRASS PIPE LOCK BOX IN GROUNDCOVER/MULCH, 3/4" TO 1", t 01 ABOVE F.G. it 811 #4 EBAR _ I O F.G. - 1 1/2" BELOW WALK OR CURB 1811 TRENCHING DETAIL LAV l�!/`' "6" SHRUB POP-UP EAD QUICK COUPLER PRESSURE SUPPLY CONC. STABILIZER PRESSURE FRONT LINE (INTAKE) (TRUST BLOCK) SUPPLY LINE (DISCHARGE) WALK OR CURB CLEAN BACK FILL SATURATE AND COMPACT TO 90% �ACKFLOW ENCLOSURE II, 3/4" GRAVEL SEE NOTE BELOW HARDSCAPING . y A .: ..,. • .... .. t..J . ... ...�...• .. • NATIVE BACKFILL 2" MINUS FINISH GRADE 11 4 MW b i 1q . CONC. WALK 1 1/Z OR CURB BRASS ELBOW b it :�,. :..` i * , ...•. :.< .. :' ' BRASS UNION NON PRESSURE LATERAL LINE W/SLEEVE n PRESSURE SUPPLY LINE W/SLEEVE _ A. , e - 1 � Iii � 1 •L I=III=III=I I Fd I I 1=) I 1=1 �_� _ ___ ___ FINISH GRADE •; �. •: .•.•�.•; ' ' : , a �• :. ': O O �• • BRASS BALL •d •:••: --.• U•. .•� ' : :' yR' • :.. I VALVE CONTROL WIRE SLEEVEf. '��.�.. SAND BACK FILL III—III-III-1 1= _I I—f i 1-III—III—III—III-III—,I I _ :a • °', •. II 'III -III IIII—IIII - - •..y-�: 4 REBAR PLAN HI POP SHRUB HEAD 1211 12 MARLEX STREET ELL M 1 MIN SCH 80 PVC NIPPLE_ _ ". b THREADED BOTH ENDS _ — - - - NOTE: BACKFLOW ENCLOSURE LE MEUR B A F ! OR EQUAL 24"X60"X36" HIGH NOTES: HINGED AT ONE END SECURE TO E N D INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, PVC LATERAL LINE 6"X8" FOOTING W/4" J BOLTS SIZE PER SPEC. PVC STREET ELL (EQUIPMENT TO BE CENTERED ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE INSIDE HOUSING) LINE TO BE SLEEVED. LATERAL LINE WITH * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND PVC TEE OR ELL COMMERCIAL TRAFFIC WAYS. SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS DOUBLE SWING JOINT REQUESTED BY INSPECTOR 2 EA. PVC STEET ELLS IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE NOTE: GENERAL NOTES: ENDS AND PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE ON O ALL BUBBLERS TO BE INSTALLED 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTOR GROUND LEVEL. NOTE: PRIOR TO POURING ENCLOSURE WITH TRIPLE SWING JOINTS ,! INSTALL HI POP IRR. HEAD 1 1/2 ABOVE F.G. O F.G. 1 1/2", BELOW HARDSCAPE 2. CONTRACTOR SHALL USE 520—C-2500 CONCRETE F.G. — 1 1/2" BELOW WALK OR CURB SLEEVING DETAIL BUBBLER HEAD HI -POPS -11 -RU B HEAD BACKFLOW PR__EVENTER FINISH GRADE MAIN SUPPLY, =III=III=III=III=III=III=III= LATERAL AND WIRING MAIN SUPPLY LATERAL 120 VOLT CONTROL WIRING 111 ; 111; III -,III ;III ; Iil-1 RISER ! - - - - MAIN OR LATERAL LINE _ 71 F A219 -LATERA +s• �: o• ss• r• LTJ - - - - TEE OR ELL „ NIPPLE WIRING .' MAINLIN. ,. ELEVATION 12 ELEVATION VIEW ! TEE OR ELL " PROVIDE A 20 LOOP - - - - - �- MAIN OR LATERAL LINE OF WIRE IN ALL CHANGES OF DIRECTION GREATER PVC STREET ELL(PUBLIC) ALL MAINLINE INSTALL}ALL 120 THAN 30 DEGREES SHALL BE VOLT WIRE IN INSTALLED CONDUIT PER LOCAL REMOVE TIES AFTER PER MFG'S CODE ALL CONNETIONS HAVE BEEN MADE 12" NIPPLE SPECIFICATIONS TAPE AND " SNAKE ALL PLASTIC PIPE PLAN BUNDLE WIRING INTO TRENCHES AS SHOWN MARLEX STREET ELL(PRIVATE) AT 10' O.C. PVC STREET ELL(PUBLIC) MAXIMUM TO PLAN VIEW MAINLAINE. SCHEDULE 40 STREET ELL ! NOTE: SCHEDULE 80 PVC RISER DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE ! IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULEf{�rt4, -p- A , I CITY OF ® TN 40 PVC UNLESS OTHERWISE SPECIFIED USE PVC STREET ELLS W/TEFLON TAPE FOR ALL d LANDSCAPE PLANS PUBLIC JOBS DRAWN BY. SUMMIT AV AS SHOWN DMMM UP DAM PIPING AND WIRING SWING JOINT !.., ° � "� CHECKED 9Y: MPRONm 8Y: � Ifp//' / • DYlfi. IdO.: , � �� `�, 3555 L131 �. � «►� AGE 5„> FXP. DA,>: 5, I T e i C A P e S Landscape Architecture and Planning 3195 B Airport Loop Dr. Costa Mesa, CA. 92626 Richard Polhamus, License CA–#2782 (949) 644-9370 (714) 210-3140 FAX DVM' CHK DATE 12/10/03 "0" 03-017