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HomeMy WebLinkAbout4854-25DATE I SUBMITTAL TRACKER 10-23-09 1 FIRST PLAN CHECK SUBMITTAL TOLL FREE -"Nmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH E. �l 9 W � S GNATURE n 9/30/11 EXP. DATE Q OF CAI. CITY OF FONTANA, CALIFORNIA FONTANA CAMPUS PARKING LOT DRAWNB : IRRIGATION DESIGNED BY: DETA&S-2SM, EL CHECKED BY: APP V D B SK l0'�'� DATE: BM SCALE: N.T.S. DATE: 10-23-09 DRAWING NO.: 25 4854 39 FINISH GRADE " I I I A I I ATI I I ;III; I I I RISER LEAN BACK FILL SATURATE AND COMPACT TO 9 @S 1 MULCH 10 VALVE BOX MARKED W/ 2" LETTERS READING Q.C. QUICK COUPLER VALVE _ — — — — — — MAIN OR LATERAL LINE FILTER AND PRV 1 ' W/ LOCKING BOLT UD ARDSCAPE ... • '•''" -�%-- •" : ��• a•FINISH THREADED PVC SCH 80 BALL THREADED slzE As Rcv. O VALVE BOX W/LOCK GRADE PLAN VIEW _ ..: FINISH GRADE 12" MIN. FROM HARDSCAPE MATERIALS a a — — — — — — — — TEE OR ELL ELEVATION 12" NIPPLE NATIVE BACKFILL 2" MINUS APPROVED VALVE BOX SIZE AS REQUIRED APPROVED WATERPROOF CONNECTORS 18" NON PRESSURE LATERAL LINE W/SLEEVE APPROVED VALVE BOX REMOTE CONTROL VALVE EXPANSION LOOP SIZE AS REQUIRED PVC SC.80 ELBOW O GRATED CAP �.. t 6" MIN PEA GRAVEL 18' POLYETHYLENE TUBING VALVE BOX : SEE NIPPLE SIZE TO MATCH HEAD SIZE Techline START CONNECTION N PRESSURE SUPPLY LINE W/SLEEVE -III��� �I� 1=III II _ IIlEdIFIIII11_ I11I ;�.. 2 x 4 RWD OR BRICK I I MALE ADAPTER PVC SCH. 80 1• TURF AREASLINE FINISH GRADE MALE ADAPTER 2• SHRUB AREAS I III I —I I 5 BRASS STREET ELL TYP. LE 6" MIN TEE OR ELL CONTROL WIRE SLEEVE BRASS PVC MALE ADAPTOR-------- 6 " MIN. --7 iD ; ,:•:�� • • :� SAND BACK FILL •'. .,. `' :�,� GATE VALVE �'�• =•�:�•��. :sus=.. � PVC SHC 40 TEE OR ELL L — — — — — — — —` � '� MAIN OR LATERAL LINE ,'�•:;: O5 HUNTER HCV CHECK VALVE02 \ of TERAL LINE SIZE TO BE NOTED ON PLAN 2" MIN ---=" © PATENTED STRATA ROOT SYSTEM `MAINLINE �'° TYP. CONCRETE TO REST ELEVATION r 0 MARLEX STREET ELL(PRIVATE) 6" MIN cps. ..�p ooSf� �S�b�' s.d' TA cAbvia� Q°a°�ga•y>,';S• d PEA GRAVEL (MIN. 3 CU. FT.) 2" x 4" RWD BLOCK AGAINST UNDISTURBED SOIL ❑O -� 24" MIN. #4 REBAR, ATTACH W/(2) STAINLESS STEEL BANDS BRICK SUPPORTS I (THREE) PVC STREET ELL(PUBLIC) NIPPLE SIZE TO MATCH HEAD SIZE INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER (MIN. 3 CU. Fr. 7 O HUNTER SWING JOINT 0000❑❑❑ NOTE: • e 4 •' ff4" GRAVEL SUM . MARLEX STREET ELL PRIVATE PLAN ELL(PRIVATE) SPEC. ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE PRESSURE REGULATOR PVC SCH. 80 NIPPLE, LENGTH,0 AS REQUIRED, SIZE PER PLANS 1 CU. FT. PEA GRAVEL ❑❑o❑ao❑❑oa 13 0000❑❑❑❑❑❑ 0❑0❑❑❑❑❑❑❑ USE TEFLON TAPE ON ALL THREADED FITTINGS I I SCH 40 PVC STREET ELL(PUBLIC) SLEEVED. ®LATERAL TEE OR ELL/PIPE ❑0❑000❑00❑ ❑❑❑a❑❑❑❑❑❑ a' d 12" MIN. a •• o'V'o"Q' L _ — — — _ SCHEDULE 40 STREET ELL * INCREASE THIS DISTANCE TO 36" WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. O0❑00000000 ❑❑000 °- I SCHEDULE 80 PVC RISER SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY (9)ROOT INTRUSION BARRIER '.!' • ' TYP. CONCRETE a d a e ° _ `d' MANUAL LINE FLUSHING VALVE I PVC OR POLY EXHAUST HEADER I� INSPECTOR v 8 �i ' d TEE OR ELBOW •- THRUST BLOCKS TUBING TLSOV PLUMBED TO I PERIMETER LATERALS IF SLEEVES ARE To BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND NOTE: INSTALL HUNTER 9 `. :•::: BRICK SUPPORTS (THREE REQUIRED) 2" To 4" FROM EDGE PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL. FILTER FABRIC SLEEVE— ... •.. -----� LF MANUAL LINE FLUSHING VALVE 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO #RZWS—SLEEVE ❑o ❑❑❑00003 00❑❑O❑0000 PEA GRAVEL SUMP NOTE: ALL PIPE AND FITTINGS SHALL BE SCHEDULE DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD REDUCE—BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL REBAR DETAIL 40 PVC UNLESS OTHERWISE SPECIFIED VALVESIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR PIPING SIZE. USE PVC STREET ELLS W/TEFLON TAPE FOR ALL CV END FEED LAYOUT © copyright 1987-2009 SCaliter Irrigation Eng., Inc' IRRIGATION DETAIL PUBLIC JOBS NOTE: THRUST BLOCKS SHALL BE INSTALLED IN ACCORDANCE WITH PIPE © copyright 1987-2009 Scaliter Irrigation Eng., Inc REMOTECONTROL VALVE BUBBLER BELOW MANUFACTURER'S RECOMMENDATION FOR SIZE OF PIPING REQUIRED. FLUSHING VALVE MANUAL LINE FLUSHING VALVE5 TYPICAL DRIP LAYOUT -1 1 2 UTILIZED IN ALL (2 1/2" AND LARGER MAINLINE PIPE) 3 4 FOR DRIP VALVE S E CT I O N S N.T.S.N.T.S.N.T.S.N.T.S #3 REBAR TO BE PLACED AROUND PIPE INTO THRUST BLOCK TYP. DATE OF LAST REVISION: DATE OF LAST REVISION: DATE OF LAST REVISION: DATE of LAST REVISION: DATE OF LAST REVISION: oR OFESS/pAPPROVED BY: ���� E�� r� wFao Fyc CITY OF FONTANA QROFESSIn o ���� QRZ w �rFoo �y� APPROVED BY: CITY OF FONTANA oygVESSIn APPROVED BY: ����. �R� w Foo Fye CITY OF FONTANA VESS/p APPROVED BY: o QR NAS ���'� QRZ ►� Foo �yc CITY OF FONTANA QROFESS/pN9� ��Q� �Rt I� wEoo �yc APPROVED CITY OF FONTANA THRUST BLOCK CITY ENGINEER DATE: CITY ENGINEER DATE: GATE VALVE No. 25126 CITY ENGINEER DATE: No. 25126 CITY ENGINEER DATE: QUICK COUPLER No. 25126 CITY ENGINEER DATE: SWING JOINT No. 25126 ROBERT W. WEDDLE SLEEVING DETAIL No. 25126 ROBERT W. WEDDLE ROBERT W. WEDDLE ASSEMBLY ROBERT W. WEDDLE ROBERT W. WEDDLE �c D(P. 12/31/01 ,F * W. 12/31/01 * * W. 12/31/01 W. 12/31/01 EXP. 12/31/01 RECOMMENDEDBY: RECOMMENDED BY: CIVIL RECOMMENDED BY: RECOMMENDED BY: CIVIL�� awL RECOMMENDED BY: STD. DETAIL NO. 518 STD. DETAIL NO. 519 STD. DETAIL NO. 520 STD. DETAIL NO. 521 CIVIL 19jE0F CAI\E���\ DRAWN BY. TIMOTHY RASTEDT fl CIVIL DRAWN BY: TIMOTHY RASTEDT �� � DRAWN BY. TIMOTHY RASTEDT Jl 'jf OF CAI\E� DRAWN BY: TIMOTHY RASTEDT sl 9jf OF CAI\Fob DRAWN BY: TIMOTHY RASTEDT STD. DETAIL NO. 522 DATE I SUBMITTAL TRACKER 10-23-09 1 FIRST PLAN CHECK SUBMITTAL TOLL FREE -"Nmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH E. �l 9 W � S GNATURE n 9/30/11 EXP. DATE Q OF CAI. CITY OF FONTANA, CALIFORNIA FONTANA CAMPUS PARKING LOT DRAWNB : IRRIGATION DESIGNED BY: DETA&S-2SM, EL CHECKED BY: APP V D B SK l0'�'� DATE: BM SCALE: N.T.S. DATE: 10-23-09 DRAWING NO.: 25 4854 39 REMOTE CONTROL VALVE WITH DISC 1 MULCH LINE END FLUSHING VALVE FILTER AND PRV 1 6" ROUND VALVE BOX THREADED PVC SCH 80 BALL THREADED slzE As Rcv. O FINISH GRADE 2 3 STAINLESS STEEL CLAMP FINISH GRADE PVC OR POLY SUPPLY HEADER APPROVED VALVE BOX SIZE AS REQUIRED APPROVED WATERPROOF CONNECTORS APPROVED VALVE BOX REMOTE CONTROL VALVE EXPANSION LOOP SIZE AS REQUIRED PVC SC.80 ELBOW O GRATED CAP 4 FINISH GRADE POLYETHYLENE TUBING VALVE BOX : SEE I Techline START CONNECTION PVC SCH. 80 NIPPLE & UNION. SEE SPECS. SPECS I I MALE ADAPTER PVC SCH. 80 1• TURF AREASLINE FINISH GRADE MALE ADAPTER 2• SHRUB AREAS 4 O HUNTER 0.50 GPM PCB BUBBLER 5 FLUSHING VALVE TLSOV Techlinep CV TUBING 6 " MIN. PVC SCH. 80 MALE ADAPTER 12' MAX. 6 � TUBING CV 17mm . TUBING I I I AREA PERIMETER O5 HUNTER HCV CHECK VALVE02 of CFP PER PLANS , CZ © PATENTED STRATA ROOT SYSTEM r 0 I I cps. ..�p ooSf� �S�b�' s.d' TA cAbvia� Q°a°�ga•y>,';S• d PEA GRAVEL (MIN. 3 CU. FT.) ❑O -� �dd' - BRICK SUPPORTS I (THREE) (MIN. 3 CU. Fr. 7 O HUNTER SWING JOINT 0000❑❑❑ a ` • e 4 •' ff4" GRAVEL SUM . PRESSURE REGULATOR PVC SCH. 80 NIPPLE, LENGTH,0 AS REQUIRED, SIZE PER PLANS ❑❑o❑ao❑❑oa 13 0000❑❑❑❑❑❑ 0❑0❑❑❑❑❑❑❑ a• a o • ° ' v ° a °• a d CUBIC FOOT) ° ° I I 603-6o`p I I I SEE NOTE 4 BELOW DISK FILTER BRICK, ONE AT EACH TYP. FOUR 4 PLACES. ®LATERAL TEE OR ELL/PIPE ❑0❑000❑00❑ ❑❑❑a❑❑❑❑❑❑ a' d 12" MIN. a •• o'V'o"Q' L _ — — — _ CORNER OF VALVE BOX PVC LATERAL LINE ANGLE TO SPECIFIED DEPTH PVC SCH. 80 FEMALE ADAPTER O0❑00000000 ❑❑000 °- I I WITH 45—DEGREE ELBOWS CONTROL AND COMMON SIZE PER GS WIRES. TAPE WIRES TO (9)ROOT INTRUSION BARRIER 0O0 a d a e ° _ `d' MANUAL LINE FLUSHING VALVE I PVC OR POLY EXHAUST HEADER I� PRESSURE MAIN LINE MAIN LINE v 8 ' d TEE OR ELBOW TUBING TLSOV PLUMBED TO I PERIMETER LATERALS PRESSURE MAIN FITTING NOINTESS�ALL NOTE: INSTALL HUNTER 9 BRICK SUPPORTS (THREE REQUIRED) 2" To 4" FROM EDGE CONTROL AND VALVES MINIMUM 2' APART 2' FROM 2. PLACECPEA GGRAVEL PRIOR TOI NSTALLATIOON 0 VALVE BOX. FILTER FABRIC SLEEVE— -----� LF MANUAL LINE FLUSHING VALVE 3. PLACE BOXES AT RIGHT ANGLES TO HARDSCAPE OR STRUCTURES. 4. PIPE UPSTREAM OF VALVE ASSEMBLY IS EQUAL IN DIAMETER TO #RZWS—SLEEVE ❑o ❑❑❑00003 00❑❑O❑0000 PEA GRAVEL SUMP PLUM Y DOWNSTREAM PIPING OF VALVE ASSEMBLY. IF NECESSARY, ADD REDUCE—BUSHING TO BRING PIPING DIAMETER TO REMOTE CONTROL 13130 M3C3000❑ VALVESIZE. REFER TO IRRIGATION CONSTRUCTION DOCUMENTS FOR PIPING SIZE. Tech I in e® CV END FEED LAYOUT © copyright 1987-2009 SCaliter Irrigation Eng., Inc' IRRIGATION DETAIL © copyright 1987-2009 Scaliter Irrigation Eng., Inc REMOTECONTROL VALVE BUBBLER BELOW GRADE LINE END FLUSHING VALVE MANUAL LINE FLUSHING VALVE5 TYPICAL DRIP LAYOUT -1 1 2 3 4 FOR DRIP VALVE S E CT I O N S N.T.S.N.T.S.N.T.S.N.T.S N.T.S. DATE I SUBMITTAL TRACKER 10-23-09 1 FIRST PLAN CHECK SUBMITTAL TOLL FREE -"Nmmmw-1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION DATE I ENGR. I CITY I DATE IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH E. �l 9 W � S GNATURE n 9/30/11 EXP. DATE Q OF CAI. CITY OF FONTANA, CALIFORNIA FONTANA CAMPUS PARKING LOT DRAWNB : IRRIGATION DESIGNED BY: DETA&S-2SM, EL CHECKED BY: APP V D B SK l0'�'� DATE: BM SCALE: N.T.S. DATE: 10-23-09 DRAWING NO.: 25 4854 39