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Home My WebLink About3734-630 -INCH LINEAR LENGTH OF WIRE, CLEAN BACK FILL SATURATE AND COMPACT TO 903 FINISH GRADE/TOP OF MULCH COILED WATER PROOF CONNECTION HARDSCAPING QUICK— COUPLING OF 2) QUIRAIN CB RDLIMODEALL 33DRC ID TAG VALVE BOX WITH COVER: �—III=LII—� I-1 I III I NATIVE BACKFILL 2' MINUS % VALVE BOX WITH COVER: -1 I I—III—fI l — FINISH GRADE VALVE BOX 12 X 18 -1 - 1 11111 1 ' �I 1=11 I- 6 -INCH SIZE FINIS GRADE FINISH GRADE/I'i OF MULCH III I=III= / BR(LENGTHPAS REQUIRED) (LAWN) III �I NON PRESSURE LATERAL LINE W SLEEVE (G LO D COVER) d' —I -1 I- ��I�kI�I�II�Y��III��ll�I REMOTE CONTROL VALVE: N III -III �� PRESSURE SUPPLY LINE W/SLEEVE 3 -INCH MINIMUM DEPTH OF �� / 3' MIN.'' 3/4 -INCH WASHED GRAVEL II III' _ _ _ _ - CONTROL WIRE SLEEVE PVC SCH 80 NIPPLE (CLOSE) = III .r r t ,- itI ,�„�,,,� BRASS STREET ELL PVC SCH 40 ELL -_ _ l_I SAND BACK FILL =I_I_ BRICK (1 OF 2) PVC SCH 80 NIPPLE1=III= (LENGTH AS REQUIRED) 2” MI 11„III III; I T f=I {I R I C H A R D popt Ah LINE SIZE BRASS GATE VALVE a iloll- WATER SERVICE LINE e, BRASS TH A ovc l o0r O `J`y ° >�' - BRICK 1 OF 4 6” r (LENGTH AS REQUIRED) Landscape gArchitecture (if applicable) o J O 0 0 0- nC� �( ) MIN Urban Design & Planning SCH 80 NIPPLE (2 -INCH LENGTH, NOTES: BRASS STREET ELL181 N. 'E'Street, San PVC MALE ADAPTOR r - HIDDEN AND SCH 40 ELL phone: (909) 888-5568emardino, CA 92401 —► ) INSTALL CONTROL WIRE SLEEVE ADJACENT TO THE PRESSURE SUPPLY LINE, SIZE PER fax: (909) 384-9854 e-mail: rpa.la@veriron.net SPEC. Richard Pope, Landscape Architect CA# 2664 ALL SLEEVES TO BE SCH. 40 PVC AND TO BE 2X THE DIAMETER OF THE LINE TO BE PVC SCH 40 TEE OR ELL PVC IRRIGATION MAIN PVC MAINLINE PIPE SLEEVED. PVC MAINLINE PIPE 2X4 REDWOOD BLOCK PVC SCH 40 TEE OR ELL + INCREASE THIS DISTANCE TO 38' WHEN SLEEVING UNDER ROADWAYS AND COMMERCIAL BRASS ELL CONTINUOUS AROUND 1 CUBIC FOOT GRAVEL FILL PVC SCH 40 MALE ADAPTER TRAFFIC WAYS WHEN INSTRUCTED BY INSPECTOR. 2" x 2" REDWOOD STAKE W/ GEAR PVC LATERAL PIPE SLEEVES SHALL BE EXTENDED BEYOND HARDSCAPE TO POINTS AS REQUESTED BY CLAMPS OR STAINLESS STEEL EELEQUIG AR INSPECTOR ENT PVC SCH 80 UNION FOR 3.0—INCH MINIMUM DEPTH OF NOTE: SUPPORT SYSTEM SERVICING ASSEMBLY 3/4—INCH WASHED GRAVEL IF SLEEVES ARE TO BE USED AT A LATER DATE, CONTRACTOR SHALL TAPE ENDS AND 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO PROVIDE A VERTICAL MARK AT ENDS OF SLEEVING VISIBLE AT GROUND LEVEL NOMINAL QUICK COUPLING VALVE INLET SIZE. GATE VALVE N.T.S. 9 REMOTE CONTROL VALVE N.T.S. 7 SLEEVING N.T.S. 4 QUICK -COUPLING VALVE N.T.S. 1 CITY OF FONTANA PRESSURE REGULATOR IF IRRIGATION CONTROLLER STANDARD ONQSITE DRAWING SHOWN REDUCE PRESSURE BACKFLOW PREVENTER FOR COMMUNITY FACILITIES DISTRICTS STRAINER 140 QRASS NIP�LE OF 14 MESH MODEL FMS 'S) WHITE WIRES (CFDBRASS ELBOW BRASS ELBOW Q O BRASS UNION PLANT MATERIAL (COMMON) 1. Toro Sentinal Controller, 48 station, REUEF PORT BRASS PIPE BLUE model #SSAK48PS16NS1 LOOSE KEY- VALVE BRASS BALL BRASS BALL VALVE HOSE BIB WATERPROOF ALL 2. Mount in StrongBox Model No. MPS—A16-10K —Meter Box Only.BRASS PIPE LOCK BOX O 0 FINISH GRADE/TOP OF MULCH WIRE CONNECTIONS �Q �Q (Stainless Steel) AS PER STD. 8" 18- REBAR - 3. Provide Rainmaster 32 PC 'Pigtail' for remote control) FOOTING/FOUNDATION RED operation. BLACK MASTER CONTROL PRESSURE ONC. STABILI ER PRESSURE VALVE SUPPLY LINE TRUST BLOC FRONT UPPLY LINE POP-UP SPRAY SPRINKLER: —� (INTAKE) DISCHARGE) RAIN BIRD 1800 4. Provide ground rod and surge protection for each FLOW SENSOR satellite controller.CKFLOW ENCLO RE DIAMETER SAME SIZE 3/4" GRAVEL r r: rSEE OTE SELOW� U ELB AS FLOW METER SIZE Contact: Curtis Newman MINIMUM DI TANCE DOWNSTREAM BRASS UNION PVC SCH 80 NIPPLE BRASS BALL(LENGTH AS REQUIRED) VALVE PVC SCH 40 ELL 'y PVC SCH 40 STREET ELL 5X DIAMETER OF FLOW METER SIZE California Turf 619 520-6181 4 REBAR 619 793-3999 Pager) 12 PLAN �2 PVC SCH 80 NIPPLE MINIMUM DISTANCE UPSTREAM lOX DIAMETER OF FLOW 800 774-8873 Main Office) (LENGTH AS REQUIRED) METER SIZE NOTE: BACKFLOW ENCLOSURE.LE MEUR PVC SCH 40 STREET ELL OR EQUAL 24"X60')(36" HIGH END_ HINGED AT ONE END SECURE TO 6"X8" FOOTING W/4" J BOLTS (EQUIPMENT TO BE CENTERED INSIDE HOUSING) PVC SCH 40 TEE OR ELL GENERAL NOTES TAPE ALL JOINTS 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION PVC LATERAL PIPE PRIOR TO POURING FOOTING/FOUNDATION FLOW METER/MASTER VALVE N.T.S. 10 BACKFLOW PREVENTER N.T.S. POP-UP SPRAY HEAD N.T.S. 2 FINISHED GRADE Meter 6' MIN FROM HARDSCAPES Box Toro 6 `• Controller z =1I I- I1=1I -1 , 1=1 I I=1 I1=111= NON PRESSURE LATERAL LINE Z 1=III-III-III 1=111= LATERAL LINE 11=111 -11� ' -� 00 N 111 -I -III= �-LI PRESSURE SUPPLY LINE = f 1-11 CONTROLL WIRES IIT_III = 1- ILII CLEAN BACKFILL 2' MINUS -1 I I=I. IL III=1 I 1=111=1 1=1 1 '111 -SAND FRONT VIEW III;III;IIIIT_I„ II II;111;_I;I_II NTS REVISIONS: 6"MIN FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2' INCH IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6' FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% •4; :�.;..N `'r '±� .,�`�: INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE ALL PIPE IN TRENCH. Meter Toro Box '•j Controlle `-`= BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CITY OF FO N TA NA CALIFORNIA INSTALL REDUCED PRESSURE REGULATOR PER MANUFACTURERS CHANGES IN DIRECTION. .:.•:: . INSTRUCTIONS AND LOCAL CODES. PRESSURE MAIN 2 AND LARGER SHALL BE P.V.C. CLASS 315 REGULATOR SHOULD BE SET AT 85 PSI. \4" Thick Concrete Pad SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. Drawn By: Scale: LKD JRO C.F.D. LANDSCAPE IMPROVEMENT PLANS 1 "— 30' CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN — PLAN VIEW MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. Designed By: for Date: NTS CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE R J.P. iR C� NO. 16482 10/6/2004 SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE APPROVE . o Owg. No. 6 3" AND LARGER. CWY ENGINEER: RICARDO SANDOVAL LIC.#51 152 3734 9 NDSCgp VIA \F OF CA%5O�j Owner/Applicant: Pacific Grove Corporation 19 Corporate Plaza, Ste 210 Newport Beach, Ca 92660 Attn: Bud Elam (949) 706-6752 �,., i H o A G3 = BRASS UNION PVC SCH 80 NIPPLE BRASS BALL(LENGTH AS REQUIRED) VALVE PVC SCH 40 ELL 'y PVC SCH 40 STREET ELL 5X DIAMETER OF FLOW METER SIZE California Turf 619 520-6181 4 REBAR 619 793-3999 Pager) 12 PLAN �2 PVC SCH 80 NIPPLE MINIMUM DISTANCE UPSTREAM lOX DIAMETER OF FLOW 800 774-8873 Main Office) (LENGTH AS REQUIRED) METER SIZE NOTE: BACKFLOW ENCLOSURE.LE MEUR PVC SCH 40 STREET ELL OR EQUAL 24"X60')(36" HIGH END_ HINGED AT ONE END SECURE TO 6"X8" FOOTING W/4" J BOLTS (EQUIPMENT TO BE CENTERED INSIDE HOUSING) PVC SCH 40 TEE OR ELL GENERAL NOTES TAPE ALL JOINTS 1. CONTRACTOR SHALL FORM ENCLOSURE AND REQUEST INSPECTION PVC LATERAL PIPE PRIOR TO POURING FOOTING/FOUNDATION FLOW METER/MASTER VALVE N.T.S. 10 BACKFLOW PREVENTER N.T.S. POP-UP SPRAY HEAD N.T.S. 2 FINISHED GRADE Meter 6' MIN FROM HARDSCAPES Box Toro 6 `• Controller z =1I I- I1=1I -1 , 1=1 I I=1 I1=111= NON PRESSURE LATERAL LINE Z 1=III-III-III 1=111= LATERAL LINE 11=111 -11� ' -� 00 N 111 -I -III= �-LI PRESSURE SUPPLY LINE = f 1-11 CONTROLL WIRES IIT_III = 1- ILII CLEAN BACKFILL 2' MINUS -1 I I=I. IL III=1 I 1=111=1 1=1 1 '111 -SAND FRONT VIEW III;III;IIIIT_I„ II II;111;_I;I_II NTS REVISIONS: 6"MIN FINE GRANULAR MATERIAL WILL BE PLACED ON ALL LINES, NO LARGER THAN 1/2' INCH IN SIZE. THIS WILL BE PERMITTED IN THE INITIAL BACKFILL MEASURED 6' FROM THE TOP OF PIPE. THE REMAINDER OF TRENCH CAN BE FILL WITH ROCK SCREENED 2" MINUS. ALL BACK FILL IS TO BE SATURATED AND COMPACTED TO 90% •4; :�.;..N `'r '±� .,�`�: INSTALL ALL PVC PIPE WITH LABEL UP. SNAKE ALL PIPE IN TRENCH. Meter Toro Box '•j Controlle `-`= BUNDLE AND TAPE ALL CONTROL WIRES AT 10' O.C. TO PRESSURE SUPPLY LINE AND PROVIDE A SERVICE LOOP AT ALL 90 DEGREE CITY OF FO N TA NA CALIFORNIA INSTALL REDUCED PRESSURE REGULATOR PER MANUFACTURERS CHANGES IN DIRECTION. .:.•:: . INSTRUCTIONS AND LOCAL CODES. PRESSURE MAIN 2 AND LARGER SHALL BE P.V.C. CLASS 315 REGULATOR SHOULD BE SET AT 85 PSI. \4" Thick Concrete Pad SMALLER THAN 2" SHALL BE P.V.C. SCHEDULE 40. Drawn By: Scale: LKD JRO C.F.D. LANDSCAPE IMPROVEMENT PLANS 1 "— 30' CONTRACTOR SHALL PROVIDE SLEEVES OR CONDUIT LINES WHEN — PLAN VIEW MAINLINE INSTALLATION IS UNDER ASPHALT OR CONCRETE. Designed By: for Date: NTS CONTRACTOR SHALL PROVIDE 24" INCHES OF COVER OVER PIPE R J.P. iR C� NO. 16482 10/6/2004 SERVING A DRINKING FOUNTAIN OR PRESSURE MAINLINE APPROVE . o Owg. No. 6 3" AND LARGER. CWY ENGINEER: RICARDO SANDOVAL LIC.#51 152 3734 9 NDSCgp VIA \F OF CA%5O�j Owner/Applicant: Pacific Grove Corporation 19 Corporate Plaza, Ste 210 Newport Beach, Ca 92660 Attn: Bud Elam (949) 706-6752 Sheet De5crlptlon: Irrigation Details Date: October 6, 2004 RP*A Job No.: 04-29 Drawn by: LKD JRO Revl5ion5: Sheet: L=6 REDUCED PRESSURE REGULATOR N.T.S. 1 AUTOMATIC CONTROLLER I N.T.S. 18 TRENCHING I N.T.S. 16 1 NOT USED I N.T.S. 1__3 of: 9 i H o A G3 = � Lti C � .93 O CL I N ela M U. d�'�• CL cc C Ca o o fL III— IL :.3 J Sheet De5crlptlon: Irrigation Details Date: October 6, 2004 RP*A Job No.: 04-29 Drawn by: LKD JRO Revl5ion5: Sheet: L=6 REDUCED PRESSURE REGULATOR N.T.S. 1 AUTOMATIC CONTROLLER I N.T.S. 18 TRENCHING I N.T.S. 16 1 NOT USED I N.T.S. 1__3 of: 9