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HomeMy WebLinkAbout5870-4MAIN SUPPLY, LATERAL AND WIRING FINISHED GRADEjd-i�4 :+ 6" MIN FROM HAROSCAPES ' LATERAL 18" .4.'.: NON PRESSURE LATERAL LINE LATERAL LNE g wlRlNc '- � ," -MAINLINE CLEAN BACK FILL SATURATE AND COMPACT TO 90% HARDSCAPING `r PRESSURE SUPPLY LINE NATIVE BACKFILL 2" MINUS T - CONTROLL WIRES NON PRESSURE LATERAL UNE W/SLEEVE - T CLEAN BACKFILL N PRESSURE SUPPLY LINE WJSLEEVE VALVE SOX W/LOCK CONTROL WIRE SLEEVE FINISH GRADE SAND BACK FILL _ I I I`I I �—I- -I I I1,1611 „ 6 MIN �`I' '-�;.• : �, 2" MIN- --`BRASS I I 11 ,1611 II�III 1161,I I I( 11I=III—III �I,;,I II, =IIT, II—i -I I FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO N; 6^ GATE VALVE PVC MALE ADAPTOR LARGER THAN 1J2" INCH IN SIZE. THIS WILL BE PERMITTED IN THE " ' "' `"'"" `` MIN INITIAL BACKFILL MEASURED 6" FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. ` p MAINLINE ALL BACK FILL IS 70 BE SATURATED AND COMPACTED TO 90% INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER ° SPEC. 2" x a" Rwo BLOCK INSTALL ALL PVC PIPE WITH LABEL UP. PROVIDE A 20" LOOP OF WIRE IN ALL CHANGES OF DIRECTION ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE SNAKE ALL PIPE IN TRENCH. GREATER THAN 30 DEGREES REMOVE SLEEVED. BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE TAPE AND BUNDLE WIRING AT TIES AFTER ALL CONNETIONS t0' O.C_ MAXIMUM TO MNNLAINE. HAVE BEEN MADE * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL 1 CU. FT. PEA GRAVEL SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. CHANGES IN DIRECTION, SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY PRESSURE MAIN 2" AND LARGER SHALL BE P.V.C. CLASS 315 INSPECTOR SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN PLAN VIEW PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRF rr... CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE 3" AND LARGER. NOTE: DO NOT INSTALL 120 VOLTAGE OR HIGHER WIRE IN THE SAME TRENCH AS THE IRRIGATION CONTROL WIRING QRUFESSTO AP ovABY: CITY OF FONTANA Q44fESS/a A RoveD E�Y:, CITY OF FONTANA APP ovED BY: CITY OF FONTANA Q�afEssrn�q APP oveD BY CITY OF FONTANA ~���DRROO 3gp�O1Fye � ////J '`P��� SAN�a� �m •� 5 4 6 i .. �oQn°fessrok�� y�'P�OD yFy�i ,- � � q y CO ~�4�0 �p4 SAy� �� wP p`9 G'i G.G�.r"'� . • Q`c � No.51152 " CITY ENGINEER DATE TRENCHING DETAIL No.51152 " CITY ENGINEER DATE PIPING AND WIRING No.51152 CITY ENGINEER DATE SLEEVING DETAIL " No.51152 A CITY ENGINEER DATE GATE VALVE RICARDO SANDOVAL RICARDO SANDOVAL RICARDO SANDOVAL RICARDO SANDOVAL * EXP.9130105 * REVIEWED BY: Wy>_hy Basted+ * EXP.9/30105 *EXP.* REVIEWED BY: Timothy Bbstedt__ 9t39195 REVIEWED BY: Timotnv RnsteAt I EXP.9130105 REVIEWED BY: Tlmot Rnstrdfi CVILTimothy �rgrP DF CALL��R�\P DATE OF LAST REVISION: 1-28-00 C IL_ �rA%E OF CALTEflDATE OF LAST REVISION: 1-28-00 CmL �j�%E OF CALLFnQa\r DATE OF LAST REVISION: 1-28-00 s�� j CIVIL a�a F OF CALL 0R DATE OF LAST REVISION: 1-26-0o STD. PLAN NO. 5015 SiiT OF STD. PLAN NO. 5016 SHT 1 OF STD. PLAN N0. 5018 SHT 1 OF 1 STD. PLAN NO. 5019 sHT 1 of 1 TO DRIP SYSTEM PRESSURE REGULATING BASKET STRAINER VALVE BOX PER CITY OF FONTANA STANDARD DETAIL 5011. SIZE AS REQUIRED TO I ACCOMMODATEADDBIONAL DRIP EQUIPMENT MIN. REMOTE CONTROL VALVE PER CBY OF FONTANA DETAIL 5011 iWAllimmim T MIN. DRIP VALVE ASSEMBLY N.T.S. SCH. 80 PVC BALL VALVE SCH. 80 PVC TXT ELL SCH 80 PVC NIPPLES LENGTH AS REQ., (1 OF21 IRRIGATION MAINLINE OR MANIFOLD SUPPLY 10 ARV AIR RELIEF VALVE N.T.S. DETAIL LEGEND O 6" ROUND PLASTIC EMITTER BOX O AIR RELIEF VALVE PER IRRIGATION L O FINISH GRADE O y" X %" PVC REDUCER BUSHING O BARB X FEMALE THREAD CONNECTC O%" BLANK DRIPLINE TUBING BARB X MALE THREAD CONNECTOR LE 8:1 O PVC TEE CONNECTED TO PVC HEADER PIPE 4D O Y MINIMUM DEPTH OF%" WASHED GRAVEL 9 COMMON BRICK -2REQUIRED 7 13 DRIPLINE FLUSH VALVE N.T.S. DETAIL LEGEND MULCH PER PLAN 6" ROUND PLASTIC EMITTER BOX FLUSH CAP EASY FIT COUPLING Y" BLANK POLYETHYLENE TUBING FINISH GRADE PVC EXHAUST HEADER SCH. 40 PVC TEE OR B BARB X MALE ITT ING DRIPLINE PER IRRIGATION LEGEND T MINIMUM DEPTH %" WASHED PEA GRAVEL COMMON BRICK (2 NEEDED) DTE: ALLOW 6" MINIMUM OF DRIPLINE TUBING IN VALVE BOX DRIP OPERATION INDICATOR N.TS. DETAIL LEGEND 1 PLANT MATERIAL PER PLANTING PLAN O TOP OF MULCH O FINISH GRADE PER PLAN O DRIP TUBING PER PLAN O I /4" SELF -PIERCING BARB CONNECTOR O DISTRIBUTION TUBING O DRIP SYSTEM OPERATION INDICATOR PER PLAN O DRIP STAKE PER DRIP INSTALLATION DETAILS NOTES: SETINDICATOR 24' FROM EDGE OF CURBS AND WALKS, AND 6'-12" FROM FIXED VERTICLE OBJECTS SUCH AS FENCES, WALLS, AND BUILDINGS, ETC. r � Q a Q Z O cnoo < U Q Z U CD CDi-ZQ r o m _¢ U Q w o a = o z a Know whays below. Call beforeyoudig. �ppDSCAP F I E L DS q9c g�0 J V ti * 01-21 �T9TF OF REVISIONS 1ST SUBMITTAL 04-26-2019 2ND SUBMITTAL 06-21-2019 3RD SUBMITTAL. 04-03-2019 K, t'T' .r p, 5 0 10 n I I L�� SCALE: 1 "=10' cn J Q LLJ z O t- Q CD 0_ w F— ^ w o 00 O 1 m Lil n Q N LLJ pUv Q N Q N rn W p Z z LLJ C3 zO o Cam, z < a a _J a 0 _I rr, H U ¢ w Lai Q z a a DRAWN KCK CHECKED BY - CF DATE 09-03-2019 SCALE PER PLAN @ 2036 L- 2.2 0