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Home My WebLink About3110-2FIN. GRD. A FIN. GRD. SELATERAL 4 ER LEFT FOR UNDER PAVING MAIN UNE & CONTROL WIRES UNDER PAVING SAND BACKFILL SCH•80 P.V.C., 2 x UNE SIZE. CONTROL WIRES B ''B SCHEDULE�40 TE P.V.C. r. •: _ _ :• - ' • : :. , •: • = SLEEVE UNDER ALL PAVING 2" MIN. MAIN UNE MAIN UNE & CONTROL WIRES UNDER PAVING DIMENSION A B 24" 4" "A' IS MEASURED BELOW AGGREGATE BASE OF PAVING. FLATERAL PIPES IMENSION A ROTARY HEADS MIN. 3/4" INLET 18" ALL OTHER HDS. 12" NOTE: TRENCHES TO BE WIDE ENOUGH TO ALLOW 4" MIN. HORIZONTAL CLEARANCE BETWEEN PARALLEL PIPES. COMPACT TRENCH BACKFILL TO COMPACTION SAME AS ADJACENT AREAS AND TO 90W COMPACTION A FIN. GRD. CONTROL WIRES TAPED AT 10' INTERVALS BELOW MAINLINE. will I� MAIN LINE do CONTROL WIRES IN AVERAGE SOIL CONDITION DIMENSION (PIPE) A 1/2"' TO 3" SIZE 18" 4""6" & 8" SIZE —724' OF 14 24" EXACT LOCATION of FRONT VIEW CONTROLLER SHALL BE AGREED NTS UPON BY EDISON, CITY LANDSCAPE INSPECTOR AND 3611 CONTRACTOR PRIOR TO ANY TRENCHING OR WIRE PLACEMENT 7771 la" 7wr ELLS %0 L/ IT FOR CONTROLLER WIRES 1011 � 1 * 11 IRRIGATION CONTROL ; METER FACES BOARD STREET METER 11 STRONG BOX MODEL NO. SB- 24651120V 1211 1 < ;.. 7 SWEEP COFUIT F R ENDVIEW ELLS CONROLLER IN PAVED AREAS NTS WIRES PROVIDE 20 AMP 2 POLE BREAKER FOR NEW PUMPS WHERE APPLICABLE FINISHED GRADE . r. GROUND FOR ELECTRICAL SIZE OF EQUIPMENT = 46"W X 18"D X 54" HIGH 51ZE OF CONC. SLAB = 52"W X 24"D X S" THICK UJ/04 REBARS AT 12" O.C. TYP 8" DIA. X 12" D. BOTTOMLESS GROUND WELL WITH PARKWAY COVER, )LL WITH PEA GRAVEL o 5/8"DIA X 10' DRIVEN GROUND NOTE: ALL POWER WIRES, GROUND WIRES ETC. SHALL BE SEPARATELY SLEEVED AND 5WEPT THROUGH ENCLOSED PAD WITH 5CH 40 RIGID CONDUIT ALL SLEEVING SHALL BE A MINIMUM OF IS" BELOW FINISHED GRADE. ALL SLEEVING IS A GRAPHIC REPRESENTATION OF A TYP. INSTAL L AT 1 ON. ROD PER ARTICLE 250-81 GENERAL NOTES: ;•OF 1990 NEC �' -PROVIDE 100A METER AND 50A/2P PUMP TEMPLATE, SIGNAL 120/240 POWER 12 IGR PANE 3/4"C, 1% Al LANDSCAPE TRENCHING IBI ELECTRIC SERVICE AND IRRIGATION CONTROLLER (PUBLIC) s I1 111 111 I I III1 C I BALL VALVE f%l � BRASS GATE VALVE / VALVE BOX W/LOCK /FINISH GRADE III—III IIIIIIIIIIIII I �- � I I IIIIIIIIIIIIIII—III' PVC MALE ADAPTOR ----MAINLINE 2"x4"RWDBLOCK I CU. FT. PEA GRAVEL MAIN C/B WHERE INDICATED ON BOX TO BE PLACED AT RIGHT ANGLE TO DRAWINGS. -PROVIDE PANELBOAIRD WHERE OF 14 INDICATED ON DRAWINGS. -PROVIDE IRRIGATION CONTROLLER CONT�ETE EXTRA MOUNTING CABINET WHERE INDICATED ON SLAB DRAWINGS. -TERMINATE AT EX15TION HANDHOLE. 1" CONDUIT FOR PER 5.C.E. COMPANY REQ. VERIFY GROUND ROD EXACT LOCATION AND TERMINATION INSTALLATION REQ, WITH S.C.E. CO. PRIOR TO EXTRA 1" CONDUITS TRENCHING. -CONDUIT AND CONDUCTOR SIZES ARE BASED ON NONMETALLEC CONDUIT AND COPPER CONDUCTORS LOCK TOP WITH TYPE "THHN/THJN" INSULATION. FINISH RADE Al LANDSCAPE TRENCHING IBI ELECTRIC SERVICE AND IRRIGATION CONTROLLER (PUBLIC) s I1 111 111 I I III1 C I BALL VALVE f%l � BRASS GATE VALVE / VALVE BOX W/LOCK /FINISH GRADE III—III IIIIIIIIIIIII I �- � I I IIIIIIIIIIIIIII—III' PVC MALE ADAPTOR ----MAINLINE 2"x4"RWDBLOCK I CU. FT. PEA GRAVEL DI QUICK COUPLER VALVE I EI REMOTE CONTROL VALVE F I TURF AND SHRUB POP—UP GI FLOW SENSOR AND MASTER VALVE PRESSURE REGULATOR IF REQUIRED. SET AS SHOWN REDUCE PRESSURE I�. 4" DIAMETER STEEL POST CAP SECURE ON SITE DRAWING BACKFLOW PREYENTER TO PIPE. \ 4 STRAINER 040 CAGE BRASS NIPPLE \ / QTIPPING BUCKET BRACKET MESH MODEL (4 PLACES) \� \ BRASS ELBOW BRASS ELBOW �3 1/2" DIA. FLEXIBLE ALL WEATHER BRASS UNION �\ �\ 12 ELECTRICAL CONDUIT, CONNECT RELIEF Pont BRASS PIPE �� \ � BOX TO BOX. BRASS BALL Loos= BRASS BALL 6° �" _� 4 TIPPING BUCKET RAIN GAUGE, INSTALL VALVE OO BI ig" VALVE \� SHRUB SPRAY HEAD \ SHRUB SPRAY HEAD L PER MANUFACTURERS RECOMMENDATIONS, BRASS PIPE LOCK BOX`\ I \ �\ O5 4" DIA GALVANIZED STEEL PIPE POST. MIN. 1211 SCH. 80 RISER 3 jl1=g�`E, w \ " 2 !�6 UJEATNER PROOF ELECTRICAL "J'tBOX MIN. 12 BCH. 80 RISER 4 REBAR STAKE EVERY HEAD U1/ 4X24 I$„ � • 18" #l�s�' � � +� DRILL 1" DIA HOLE THROUGH PIPE �., ,.:�;�...:,�r�,.,a ; E:,• - -.:,'.N- ..,3 ��=�. ` �:<--:k'.r;:r-: � � AND MOUNT BOX TO PIPE. .r.:3-:'��:-�:;�:;�......:..:...�,.:r.,...,...�:��:-s::�-'�<.....f:�,:;;��,:_..:::�„�.,. ' .�.f_,r.....:.. STAKE EVERY HEAD U1/*4XI�o LONG REBAR FOOTING/FOUNDATION \ 12” LONG REBAR 12" ANTI -DRAIN VALVE \` �i. SLOPE TOP OF FOOT ING AWAY r•-; ; _III=� I �=13 I >__.i i 1=•i I � =7 �-'i '�'. PRESSURE CONC. STABILIZE PRESSUR \ �� 3'-4, MAX I FROM PIPE. SUPPLY L INE (TRUST BLOCK) FRONT SUPPLY L INE SECURE BROUJNL INE LATERAL INE SECURE BROWNL INE LATERAL INE DISTANCE (INTAKE) (DISCHARGE) \ AT SOIL SURFACE UJ/ 03 J -BAR \ AT SOIL SURFACE UJ/ 03 J -BAR ® FINISH SURFACE. \� PINS AT 10'0/C: \ PINS AT 10' O/C 11 O \ 9. NATURAL COMPACTED SOIL. DIAL TWOWORKINGBEFORE \ 1$11 YOU DIG DAYS BEFORE YOU DIG BACKFLOW ENCLOSURE Z.� j 2. 12' MAX II 10 P DIA ELECTRICAL PVC RIDGED TOLL FREE 1-800-422-4133 CAGE 3/4" GRAVEL (SEE NOTE BELOW) �� I I -I I I 8Laj4t I I =III I I `g(Op� A PUBLIC SERVICE BY BRASS ELBOW CONDUIT FROM PIPE 70 CONTROLLER. �- • —. I � I' ± ' 8 UNDERGROUND SERVICE ALERT ((� '�� -1 I -III 11. PROPOSED CONTROLLER ENCLOSURE 01 ° BRASS UNION I I- _ — — — , I I I I_. �, I III -_ I I t o ACH ND SC,q BRASS BALL _ _ _ 12. STAINLESS STEEL HOSE CLAMPS -III 2411 I I I IM _ I I (21E �� ,oF .'d e:e_° .• eA. a VALVE I NOTE: 1 III= « .IIIII I ( -IIIIIII I ACID WASH STEELPIPE' EA6f , 4 REBAR STEEL POST CAP AND ELECTRICAL 1211 "J" BOX THOROUGHLY. PAINT WITH 1 COAT RUSTOLEUM PRIMER AND 2 a? 311CLR-) I- '.a. ': • ; . ' ' a . ; -III- COATS OF FOREST GREEN NOTE: BACKFLOWENCLOSURE,LE MEUR OR EQUAL 24"X60"X36" I I ( I I I 10 EXTERIOR HIGH GLOSS PAINT, HIGH HINGED AT ONE END SECURE TO 6"X8" FOOTING W/4" J END -I I —III I I • I I 9 $-30-0 BOLTS (EQUIPMENT TO BE CENTERED INSIDE HOUSING) ' EXPIRATION DATE �j. ON GRADE LATERAL IN TRENCHRAI Or C(LATERAL SHRUB H A ON RISERc } �N RISERK H BAC PREVENTER I SHRUB HEAD J N 5E"`W'"AW CITY OF FONTANA ® �5MLA/ ING* Date Date DRAUJN BY: SCALE: I> Landscape Architecture and Site Planning PLANSPREI"ARED UNDER SUPERVISION 4F 0Lt3 Ii�RIG�4TION DETAILSAl,T.S, DATE ® ® 119 N. MaPle St. Suite N, Corona CA. WSW BAXTER MILLER RaParenae Play# Por Parke DESICsNE1� 15Y: STS 15 (W13)131-1114 FAX (W13)131 6551 D -ort -01 them Improvement# Date Isy R E V 1 6 10 N 6 App Oct CHECKED BY: APPROVE 0111, B DU1Crt NO, 2 ISAX CITY ENGINEER 51152 R.C.E. 311 PRINTED: 11-01-01 BOX TO BE PLACED AT RIGHT ANGLE TO WALK OR CURB OF 14 HARDSCAPE EDGE w/ VALVE " BRANDED IN LID PCP _ UR HEAD 11/2" WHITE UJ1RE5 12 "X18" PLASTIC BOX AND COVER WITH (COMMON) LOCK TOP FINISH RADE CURL TYPE EXPANSION LOOP (MIN24) BLUE WATERPROOF WIRE CONNECTION 12 „OR WATERPROOF ALL 10" VALVE BOX MARKED W/ 211 CHRISTY 5 I,D TAG (STANDARD) AS NOTED HARDSCAPE TF I 11r� a a a a a LU I RE CONNECT I ONS LETTERS READING Q.C. QUICK COUPLER VALVE SECURE TO SOLENOID PIGTAIL II I=II = I I= I I= _ _ _- AS PER D. W/ LOCKING BOLT LID III III, I I I I II I I I I III,1 I =III I I } 11 12 MIN. FROM HARDSCAPE MATERIALS FINISH GRAD E/�." v ..III I= I I=I FINISH GRADE Q a 1211 11= =I I RED a � = = SLACK � MASTER CONTROL = 1=1 11=1 11=1! 1=1 11=1 11=1 11= 11= 1=1 I I I 1=1 11=1 I I-1 11=1 11=1 I I III -1 I I 1=) 11=1 11- I I I=1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 11-1 I I- i I—I i I-1 I I I—_—I III—III—)III I i—III—I VALVE l=1 11=1 11=1 11=1 11=1 I I-1 11=1 I I-1 11-1 I I-1 I I -L-51 II I-1 I III -1 I^I1=11=1 I I—I 11=1 11=111=111=1 11=1 11=1 I-1 1I— 11=) 11=) i 111--1 =1 I I-1 I I-1 I I-1 I I-1 11=1 I II -1 I I-11 I_I 1 1=1 I I 6" MIN PEA GRAVEL 18" �= I I (=1 I=1 11=1 I i-1 11=1 I I-1 11-11 — 1=1 11—I 1 I- I—� 2 x 4 RUO OR BRICK 12 "MAX, TOP ,-1 I OF VALVE -III-_ �'I III, ; ,III; I ►1=1 I I—III—I' 1211 I- _ SOLENOID I I I � I� I� PVC LINE PIPE SCIS $O PVC N IPPLE TI-Ij�EADEO SOT) -I ENDS LATERAL LINE WITH PVC TEE OR ELL FLOW SENSOR DIAMETER SAME SIZE I, FLOW METER 51ZE BRASS STREET ELL TYP. 11 BRASS NIPPLE 6 MIN Q / 18" MIN / ..---HCH-PRESSURE LINE FITTING PVG STREET ELL AS UNION CONNECTION DOUBLE SWING JOINT �. �,��,.. �,�:� . .—PEA GRAVEL 2 EA. PVC STEET ELLS PVC SNC 40 TEE OR ELL'',o`'� , �p (MIN.3 CU. FT.) MINIMUM D I TANCE DOWNSTREAM LATERAL LINE SIZE TO BE NOTED ON PLAN PYC LINE PIPE PVC SCH. 40 MALE ADAPTOR 5X DIAMETER OF FLOW METER SIZE PVC ELBOW (TYP. 2 PLACES) NOTE. 24" MIN. 04 REBAR, ATTACH PVC LINE PIPE 0 INSTALL 12" SHRUB POP-UP MEAD 1 1/2" MINIMUM DISTANCE UPSTREAM W/(2) STAINLESS STEEL BANDS COMMON WIRE PVC SUPPLY LINE FITTINGS(SXSXS) ABOVE F.G. IOX DIAMETER OF FLOW NOTE: CONTROL WIRE/ O F.G. - 1 1/2" BELOW WALK OR CURB METER SIZE NOTES: REDWHITE USE TEFLON TAPE ON ALL �I-fREA1�E0 �f T1'iNC�S I. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED o CHECK VALVE LOUD BEAD DRAINAGE BL,4CK BLUE 2, WHEN MORE THAN ONE VALVE IS LOCATED 1N THE SAME AREA, PROVIDE A SPACE A MIN. OF 3 FT. APART, DR APPROVED QUAL 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. IRRIGATION IRRIGATION CONTROLLER 4. ONE VALVE PER VALVE BOX DI QUICK COUPLER VALVE I EI REMOTE CONTROL VALVE F I TURF AND SHRUB POP—UP GI FLOW SENSOR AND MASTER VALVE PRESSURE REGULATOR IF REQUIRED. SET AS SHOWN REDUCE PRESSURE I�. 4" DIAMETER STEEL POST CAP SECURE ON SITE DRAWING BACKFLOW PREYENTER TO PIPE. \ 4 STRAINER 040 CAGE BRASS NIPPLE \ / QTIPPING BUCKET BRACKET MESH MODEL (4 PLACES) \� \ BRASS ELBOW BRASS ELBOW �3 1/2" DIA. FLEXIBLE ALL WEATHER BRASS UNION �\ �\ 12 ELECTRICAL CONDUIT, CONNECT RELIEF Pont BRASS PIPE �� \ � BOX TO BOX. BRASS BALL Loos= BRASS BALL 6° �" _� 4 TIPPING BUCKET RAIN GAUGE, INSTALL VALVE OO BI ig" VALVE \� SHRUB SPRAY HEAD \ SHRUB SPRAY HEAD L PER MANUFACTURERS RECOMMENDATIONS, BRASS PIPE LOCK BOX`\ I \ �\ O5 4" DIA GALVANIZED STEEL PIPE POST. MIN. 1211 SCH. 80 RISER 3 jl1=g�`E, w \ " 2 !�6 UJEATNER PROOF ELECTRICAL "J'tBOX MIN. 12 BCH. 80 RISER 4 REBAR STAKE EVERY HEAD U1/ 4X24 I$„ � • 18" #l�s�' � � +� DRILL 1" DIA HOLE THROUGH PIPE �., ,.:�;�...:,�r�,.,a ; E:,• - -.:,'.N- ..,3 ��=�. ` �:<--:k'.r;:r-: � � AND MOUNT BOX TO PIPE. .r.:3-:'��:-�:;�:;�......:..:...�,.:r.,...,...�:��:-s::�-'�<.....f:�,:;;��,:_..:::�„�.,. ' .�.f_,r.....:.. STAKE EVERY HEAD U1/*4XI�o LONG REBAR FOOTING/FOUNDATION \ 12” LONG REBAR 12" ANTI -DRAIN VALVE \` �i. SLOPE TOP OF FOOT ING AWAY r•-; ; _III=� I �=13 I >__.i i 1=•i I � =7 �-'i '�'. PRESSURE CONC. STABILIZE PRESSUR \ �� 3'-4, MAX I FROM PIPE. SUPPLY L INE (TRUST BLOCK) FRONT SUPPLY L INE SECURE BROUJNL INE LATERAL INE SECURE BROWNL INE LATERAL INE DISTANCE (INTAKE) (DISCHARGE) \ AT SOIL SURFACE UJ/ 03 J -BAR \ AT SOIL SURFACE UJ/ 03 J -BAR ® FINISH SURFACE. \� PINS AT 10'0/C: \ PINS AT 10' O/C 11 O \ 9. NATURAL COMPACTED SOIL. DIAL TWOWORKINGBEFORE \ 1$11 YOU DIG DAYS BEFORE YOU DIG BACKFLOW ENCLOSURE Z.� j 2. 12' MAX II 10 P DIA ELECTRICAL PVC RIDGED TOLL FREE 1-800-422-4133 CAGE 3/4" GRAVEL (SEE NOTE BELOW) �� I I -I I I 8Laj4t I I =III I I `g(Op� A PUBLIC SERVICE BY BRASS ELBOW CONDUIT FROM PIPE 70 CONTROLLER. �- • —. I � I' ± ' 8 UNDERGROUND SERVICE ALERT ((� '�� -1 I -III 11. PROPOSED CONTROLLER ENCLOSURE 01 ° BRASS UNION I I- _ — — — , I I I I_. �, I III -_ I I t o ACH ND SC,q BRASS BALL _ _ _ 12. STAINLESS STEEL HOSE CLAMPS -III 2411 I I I IM _ I I (21E �� ,oF .'d e:e_° .• eA. a VALVE I NOTE: 1 III= « .IIIII I ( -IIIIIII I ACID WASH STEELPIPE' EA6f , 4 REBAR STEEL POST CAP AND ELECTRICAL 1211 "J" BOX THOROUGHLY. PAINT WITH 1 COAT RUSTOLEUM PRIMER AND 2 a? 311CLR-) I- '.a. ': • ; . ' ' a . ; -III- COATS OF FOREST GREEN NOTE: BACKFLOWENCLOSURE,LE MEUR OR EQUAL 24"X60"X36" I I ( I I I 10 EXTERIOR HIGH GLOSS PAINT, HIGH HINGED AT ONE END SECURE TO 6"X8" FOOTING W/4" J END -I I —III I I • I I 9 $-30-0 BOLTS (EQUIPMENT TO BE CENTERED INSIDE HOUSING) ' EXPIRATION DATE �j. ON GRADE LATERAL IN TRENCHRAI Or C(LATERAL SHRUB H A ON RISERc } �N RISERK H BAC PREVENTER I SHRUB HEAD J N 5E"`W'"AW CITY OF FONTANA ® �5MLA/ ING* Date Date DRAUJN BY: SCALE: I> Landscape Architecture and Site Planning PLANSPREI"ARED UNDER SUPERVISION 4F 0Lt3 Ii�RIG�4TION DETAILSAl,T.S, DATE ® ® 119 N. MaPle St. Suite N, Corona CA. WSW BAXTER MILLER RaParenae Play# Por Parke DESICsNE1� 15Y: STS 15 (W13)131-1114 FAX (W13)131 6551 D -ort -01 them Improvement# Date Isy R E V 1 6 10 N 6 App Oct CHECKED BY: APPROVE 0111, B DU1Crt NO, 2 ISAX CITY ENGINEER 51152 R.C.E. 311 PRINTED: 11-01-01