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3915-18
GENERAL NOTES: CONCRETE WALK OR FOUNDATION PROVIDE 100A METER AND 50A 2P MAIN C/B WHERE INDICATED CONCRETE WALK OR FOUNDATION ON DRAWINGSPROVIDE PANELBOARD WHERE INDICATED ON DRAWINGS. 2" PROVIDE IRRIGATION CONTROLLER CABINET WHERE INDICATED -- FINISH GRADE 2" NOTE: ON DRAWINGS- CONTRACTOR TO VERIFY LOCAAMON W/ CrI INSPECTOR or ALL POWER WIRES, GROUND WIRES ETC. SHALL BE TERMINATE AT EXISTION .HANDHOLE. PER S.C.E. COMPANY REQ. FINISH GRADE/TOP OF MULCH SEPARATELY SLEEVED AND SWEPT THROUGH VERIFY EXACT LOCATION AND TERMINATION REQ. WITH S.C.E. CO. • PRIOR TO TRENCHING �\�\\�\\�\ �\�/\� � � ENCLOSED PAD WITH SCH 40 RIGID CONDUIT PROVIDE 24 AMP CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT OK�xl o ALL SLEEVING SHALL BE A MINIMUM OF 18» BELOW 2 POLE BREAKER AND COPPER CONDUCTORS WITH TYPE "THHN/THWN» INSULATION. FINISHED GRADE. ALL SLEEVING IS A GRAPHIC REPRESENTATION FOR NEW PUMPS M � I/ OF A TYPE INSTALLATION. WHERE APPLICABLE ROTOR POP-UP SPRINKLER PER LEGEND %/�/// �// IRRIG. CONT. �� •� POP-UP SPRAY SPRINKLER PER LEGEND » 50 A SIZE OF EOUIPMENT = 46"W X 18"D X 54 HIGH 2P AND 124/244 CITY 4F FO ANA SIZE OF CONC. SLAB = 52'iRl X 24"D X $" THICK 0 3W W/#4 REBARS AT 12" O.C. TYP IRRIGATION CONTROLLER STANDARD SWING ASSEMBLY: RAIN$IRD MODEL 12 CIR FOR COMMUNITY FACILITIES DISTRICTS TSJ--18 OR APPROVED EQUAL PANEL (-CFD'S) 1. TORO SENTINEL: SSAK24PS16NSI STATION FIELD SWING ASSEMBLY: RAIN BIRD MODEL - - SATELLITE CONTROLLER. 2. MOUNT W STRONG BOX MODEL NO. SB-24SS/ 124V. SA -6--5075 OR APPROVED EQUAL L - J. (STAINLESS STEEL) 8" DIA. X 12" D. 3. PROVIDE RAINMASTER 32 PC 'PIGTAIL' FOR REMOTE CONTROLL " BOTTOMLESS GROUND WELL FINISHED GRADE 3 OPERATION. WITH PARKWAY COVER, _ 4. PROVIDE SENSOR INPUT BOARD (SIB) MODEL #995•x:63 TO FILL WITH PEA GRAVEL _ --_ T INTERFACE WITH W METER AND SHUT OFF DEVICE. ..-. __. i a / 4 o : _ 5. PROVIDE RADIO LINK O KIT#8-9-7611 TO COMMUNICATE WITH dt-� u Qat• �f/ ,�,. ;, „ , %/////�ii /' _ CENTRAL COMMAND- ALL RADIO EQUIPMENT SHALL BE j COMPATIBLE WITH VHF. PVC SCH 40 TEE OR ELL #4 REBARS GROUND FOR ELECTRICAL TYP. 5/8 - DIA PROVIDE GROUND ROD AND SURGE PROTECTION FOR EACH - (r 5/8 DIA X 10 DRIVEN GROUND SATELLITE CONTROLLER. PVC LATERAL PIPE "� ROD PER ARTICLE 250-81 PVC SCH 40 TEE OR ELL �- MIKE DOBIS, TURF STAR OF 1990 NEC 3/4»C, 1#6 (800) 774-8873 (MAIN OFFICE) i PVC LATERAL PI PE A POP-UP ROTOR SPRINKLER B 6 AICD 12" POP-UP SPRAY SPRINKLER C CONTROLLER ASSEMBLY 42" NOTES:ti SIZE BOX FOR CONTROL ! f VALVE AND BALL VALVE TO FIT WITH ADEQUATE H OPERATION OF BALL VALVE f 9 4 i 1. CLOSE -COUPLED END SUCTION CENTRIFUGAL PUMP, CAST U HANDLE. INSTALL BALL ? %� IRON BRONZE FITTED, BACK PULLOUT DESIGN, MECHANICAL FINISH GRADE VALVE WITH HANDLE ON 3 I SEAL, ODP MOTOR. SIDE, NOT STRAIGHT UP. 2. NEMA 4 ENCLOSED CONTROL PANEL, WITH CIRCUIT BREAKER, 30" i { 6 MAGNETIC STARTER, HOA SWITCH, AND COMPONENTS TO AUTOMATICALLY CONTROL BOOSTER PUMP SYSTEM. 1 1 11 11 ii! 11 I �i i 1 1 3. MARINE GRADE ALUMINUM ENCLOSURE, TOP HINGED DESIGN 1 WITH VENTING. �?'-� I,I I I� �= -` + I I I --'I 12 ! ! ! I 4. CAST IRON ELASTOMER LINED FULL LUG WAFER STYLE III III-IV- -� ��1--��� =���-iii ��� iii: - BUTTERFLY VALVE. 4" CLR. I I I I 1=1 I I; -I I 1=1 I 1=1 I I -I 14 15 16 �'� ` ( 5. CAST IRON BRONZE FITTED DISC STYLE WAFER CHECK VALVE. _I -III I I I-1 _I l I 111-1 I i. " ! 18» MIN.18 -24 6. PRESSURE GAUGE, 2 1 /� DIAL, LIQUID FILLED, STAINLESS CARSON VALVE BOX 910 ) i f CASE, 0 - 200 PSI. SERIES W/LOCKI.NG COVER 3 rJ % 9 t 7. FLOW SWITCH, NON-METALLIC, PADDLE STYLE, 2 NON-ADJUSTABLE 100 PSI RATED. Olulc-t'O�Ii�i �a \b �,� 7 I (fit nN � ( � � o ` "i " P. co ..c . r. .. . ._.._.. . . ... .f.. - --- .- _---- _---- ---..__ _ .. _... _._ . - - -...1 Q T\iI L 1 !�/1DDCI? RED BRICK -3 REQUIRED O = a O d $ v 8` ( 9. 150# ANSI RATED BRASS OUTPUT FLANGE. CONTRACTOR IS _ " .,,, r v v I I { RESPONSIBLE FOR CONNECTING ALL MAINLINE PIPING TO LASCO SNAP LOIS SWING JOINT OUTLET t x 30 SCH. 4O PVC STABILIZER #4 6 14-- 1 1� �6 ' 4 13 7 ' � ° I © ° ° o ° FLANGES IN COMPLIANCE WITH ALL LOCAL PLUMBING CODES. WITH BRASS STABILIZER ELBOW ASSEMBLY - o- '1 '`"'�"' "`• � � i �/��,� 6 � - MODEL NO. G1 -1S-218 0 » » O /� 10. FABRICATED STRUCTURAL ALUMINUM BASEPLATE. 0 1 CRUSHED ROCK, 12" DEEP 9 1. ELECTRIC CONTROL VALVE PER LEGEND 8. COMMON BRICK - 4 REQUIRED 44 -� 11. -_- INCH CONCRETE PAD, ASTM C-94, ACI STD. 318-83 STABILIZER ELBOW 3/8» x 24" REBAR ,_ ?. 'JUMBO' PLASTIC VALVE BOX WITH BOLT 9. PVC LATERAL LINE PER LEGEND - 1 '~ DESIGN MIX, 2500 PSI RATED. LASCO SWING JOINT ASSEMBLY -�.�o� DOWN LID - HEAT BRAND STATION NUM- 10. PVC SCH 40 ELL - SxS i I ` �_� 12. MAIN POWER CONDUIT. 'vo 6 3Q I BER ON LID IN 2" HIGH CHARACTERS 11. SCH 40 PVC MAINLINE FITTING 13. IRRIGATION CONTROLLER. SIGNAL CONDUIT. 3. FINISH GRADE 12. X3/4 GRAVEL - b DEEP E PVC SCH 40 MALE ADAPTER - SIZE AS 13 CHRISTY S J.D. TAG OR EQUAL SCH_ 40 PVC FITTINGS 4 REQUIRED - TYP. OF 2 14. SCH 80 NIPPLE - LENGTH AS i 1. 10" ROUND PLASTIC VALVE BOX W/LACKING L{D 5. WATERPROOF WIRE CONNECTOR WITH 36" REQUIRED - SAME SIZE AS VALVES 2. HEAT BRAND "BV" ON LID IN 2" HIGH CHARACTERS 3. FINISH GRADE COILED EXPANSION LOOP 15. BALL VALVE -SCH 80 PVC 10 � I�w Mi MAIN N =_ _ " 6. WIRES FROM CONTROLLER SAME SIZE AS CONTROL VALVE (( 4 rep LIE 4. 3/4 CRUSHED ROCK 4 DEPTH NOTE: 7. COMMON WIRE TO OTHER VALVES ON 16. UNION- SCH 80 PVC 5. BALL VALVE PER IRRIGATION PLAN SAME CONTROLLER SAME SIZE AS CONTROL VALVE ° p' 6. COMMON BRICK - 4 REQUIRED USE TEFLON TAPE ° Q a °= v ON ALL MALE PIPE Q a 4 6" AItN 7. SCH 40 PVC MALE ADAPTER - 2 REQUIRED * 1/2" IN TURF, 2" IN PLANTER 8. MAINLINE PIPING PER IRRIGATION PLAN THREADS. - 9. VALVE BOX EXTENSION(S) AS REQUIRED 1 1 * 1/2- IN TURF AREAS AND 2 IN SHRUB AREAS im noi-IRRIGATION CONTROUB SIGNAL ACTIVATED Cl2j 3BARRE T'T ENGINEERED PUMPS D------ QUICK COUPLING VALVE E ISO�.ATI0N VALVE � REMOTE CONTROL VALVE PUMP G PRESSURE REGULATOR IF REQUIRED. SET AS SHOWN REDUCE PRESSURE ON SITE DRAWING BACKFLOW PREVENTER STRAINER #40 BRASS NIPPLE MESH MODEL (4 PLACES) . 1 eVi:l�g Trend Ing d BRASS ELBOW BRASS ELBOW jI it 1( ij '� i �--�1 +++44+++++++t++++++t 4+ +++++++++t+++++ BRASS UNION BRASS PIPE �++++++++ +++++++++^III`I ++++++++++.++++++++ 1 RELIEF PORT+++++++ ++ +++ _ BRASS BALL LC>OSE KEY , BRASS BALL U _I I 1z:d SI ++++++++t++++ ++++++ ++++++++++++++++++ - VALVE �1g,. VALVE al +++++++++t++t++� + HOSE B�s a I I�++++++++ + +++++++++_�I-I { ++l+++++++++++++++++ + t + t + + If + t + t BRASS PIPE LUCK BOX �. -III it ++++++++++++++ _ {S" 1 9 i + -1 1 -- _ __.. + + t + + t + + + t t + + + + t t + t CJ" -.. .. - - - - - �.�+++t++++++++++ ++++ +++++++t+++t+++t++ Ll #4 REBAR o I. I I= + + + + + + + + + +. + ,. + + + + + + .�--I 18" 18 _ ;Ill I I +�+++++++++ ++,+++ +++++* + + + + + + -_- ti - -.. .... _. ... .. ... - F + + + �-FOOTING/FOUNDATION d- .I I I 1 I .. .. I = "I 1 �_ CN PRESSURE PRESSURE CONC. STABILIZER SUPPLY LINE (TRUST BLOCK) FRONT SUPPLY LINE (INTAKE) (DISCHARGE) BACKFLOW ENCLOSURE /4" GRAVEL --- (SEE :NOTE :BELOW) � � �_ _ _� 11`1 BRASS ELBOW 6 " = - ; -- 2" I I I : - - ` ` : • : - - -I I II 12" a BRASS UNIONN. n. r c - - _ - - b � o -- a •�.= I I i` I I I i' i I l(I I I! I -III` III ! I I=I I L..rl BRASS BALL DRAWN BY - a a VALVE - - 4 6 CAD SECTIONELEVATION DESIGNED BY 1.. HARDSCAPE (TYP)/FINISH GRADE 12' PLAN 12 - _ #4 REBAR 2. CLEAN BACKFILL - 90 % COMPACTION REQUIRED SEE SPECS S.T.B. ,. 3. SAND (TYP)- 90% COMPACTION REQUIRED CHECKED BY NOTE: BACKFLOW ENCLOSURE,LE MEUR ' "rn` r'' 'x' 4. NON -PRESSURE LATERAL LINE SLEEVE (SIZE PER CHART)/NON PRESSURE LATERAL OR EQUAL 24"X60"X36" HIGH 5. PRESSURE MAINLINE SLEEVE (SIZE PER CHART)/PRESSUR`E MAINLINE --- HINGED AT ONE END SECURE TO 6. CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE (SIZE PER CHART)/CONTROL DATE 6"X8" FOOTING W/4" J BOLTSWIRE ADJACENT TO MAINLINE 9/10/44 (EQUIPMENT TO BE CENTERED E Q NOTES: INSIDE HOUSING) ALL SLEEVES TO BE SCH 40 PVC. SIZE ALL SLEEVES PER SLEEVING CHART ON PLANS. EXTEND JOB NO. SLEEVES 12" BEYOND EDGE OF HARDSCAPE ON BOTH ENDS. RECLAIMED WATER SLEEVES TO BE 03-26 MINIMUM 42"-48" DEEP( OR PER WATER DISTRICT STANDARDS WHERE APPLICABLE.) -CITY OFFVANH� �ALIcORViA SCALE UNDMIGMIUM *I"ICE ALMT • .: Yom• ALMERIA PARK NONE C 0 DRAWN BY: SHEET wSCALE: CONI T CTION NONE DESIGNED BY-� � DATE:3/25/05 TW* tiroaxwo aw�ts Gap*" V" �w /f , - S.T.B. , �/ CD -5 R.P. BACKFLOW �CMECKED BY: A P Q BY: DRAWING <�t0.•I I TRENCHiNG _ 18 STB �D 3 S 18 0f 18 SHEETS IT N 1DATE152 W o � ` OO.d- Cq ' Go o Q � _ -c U-) -- UZ o 75 :�i 6 x i UT =s cV c w L 0 a � z 0 a- A a' w T. BCr Ll O � ec n may. date 71TF OF: CALM� 0 0 w.