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Home My WebLink About3735-33w Loll os%c%k es LANDSCAM ARCHMCTM 607 North Anaheim Boulevard TORO DL2000 AUTOMATIC FLUSH VALVE Anaheim, Ca>lornia. 92805 . PHONE: (714) 520-5795 FAX: (714) 520-0106 Email: kobat�tkc�eeu�thHtik.net CA. LIC. NO. 1219 FV (FCH-H-FIPT) PLUMBED TO TUBING (TYP.) �P4 SCApe ��•� �� K4BATq H� '9,p v, � ay e -31 -OS N/1� RE AL DATE Q OP CA TORO DL2000 DRIPLINE 6" ROUND VALVE BOX PVC FLUSH MANIFOLD (BGP -2-12-05) (TYP.) 10 TORO pL2000 MANIFOLD -TO - ca LU FINISHED GRADE ELBOLU CONNECT -ION (TYP.) DATE FINISHED GRADE BACKFILL TRENCH FREE OF DEBRIS 1ST CITY SUBMITTAL 11/09/04 2ND CITY SUBMITTAL PVC SUPPLY MANIFOLD DRIPLINE / (RCF D 12 oo TORO DL2000 AUTOMATIC O O FLUSH VALVE (FCH-H) REMOTE CONTROL WITH FILTER 0000 \ \ \ — � F TORO DL2000 3/4" MALE VALVE AND PRESSURE REGULATOR 41 \ ADAPTER (DL-I5MA-9153) TORO DL2000 TEE (DL -T-9011) \ \ \ \T SEE PLANS FOR DEPTH OF TORO DL2000 DRIPLINE TORO DL2000 BLANK TUBING 2MANIFOLD-TO- ORO DL 000 (A110) TEE CONNECTION �G � TOR � DL2000 BARBED ELBOW TORO DL2000 DRIPLINE LATERAL BLANK TU$ITORO (Allo) Drawn by. GF (BGP -2-12-05) (TYP,) TORO OL2000o o .:. , , a.<:. AIR/VACUUM RELIEF LATERALTORD DL2000 COMPRESSION ADAPTER (CA110) o ooD ° BRICK SUPPORTS • . �` ,'4 AV BLANK TUBING (A110) CENTERED ON Project No.: LEN 401 ' 0�'0 �° ° . MOUND OR BERM PVC TEE (SxSxS) Sheet Title: uk IA ..00 `_�' •' •.. ,� TORO DL2000 AIR/VACUUM RELIEF VALVE TORO DL2000 DRIPLINE o ° - PEA GRAVEL SUMP (1S") (YD -500-34) PLUMS TO TORO OL2000 PVC PIPE (RGP-2-12-05) I I I BLANK TUBING (A110) AT EACH HIGH POINT PERIMETER LATERALS NOTES: 2" TO 4' FROM EDGE 6, I. USE ONE FOR EACH FV AREA PERIMETER INCREMENT OF 1 GPM. 2. FLUSH RATE = O,S GPM TORO DL2000 OPERATION INDICATOR 3. SEALING PRESSURE = 2 PSI (DL -MPS) FVC FIFE TO FOL'-rETH)/LENE 1DRIFLINE 0 DRIF LINE TRENCH N AUTOMATIC FLU5H VALVE DRIP LINE C FEED LA'-rCUT REMOTE CONTROL VALVE W/ FILTER AND PRESSURE REGULATOR TORO DL2000 AIR/VACUUM RELIEF VALVE (YD -500-34) 24 VAC CONTROLLER PLUMBED TO PVC TEE AT EACH HIGH POINT PEPCO 645 VBX MOISTURE SENSOR: AV �-- PVC SUPPLY MANIFOLD, ACCESS BOX CONTINUED TO NEXT TREE RAIN BIRO AQUAMISER PEPCO P1550E ELL CONTROL WIRE TO PVC TEE OR ELBOW 4 RISER 1/2" MINIMUM 3/4" MAXIMUM CONTROLLER VALVE THREADED FITTING W/ QUADRA BUBBLER TREE OR SHRUB PEPCO "2133 (ABOVE WATER EMITTER STATION (TYPICAL) TUBE CLAMP PLATE INSECT PLUG LEVEL IF WITHIN BASIN) -�-- ESTIMATED DRIPLINE OF MATURE TREE FINISH GRADE 12'MIN. YMIN — — (T-_ Tl( BUG CAP REMOTE CONTROL VALVE PEPCO LASER SOAKER LINE TT% P/N 6302 — _ _ — — — FINISH GRADE (TYPICAL) J) 1, TREE ROOTBALL PEPCO QUADRA BUBBLER TUBING TUBING STAKE DISTRIBUTION _ — =I TUBE PEPCO PS6 SUPPORT STAKE 12" I 24 YAC COMMON EP ---w— END PLUG �I�`�� VIl l �PEPCO'"2131 CLAMP PLATE LOCKING RING EMITTER ACCESS '°`° R1RED PEPCO QUADRA BUBBLER - BOX W/L I D COMMON FLOW RATE AS NOTED ON PLANS SCH S0. RISER LENGTH AS RE FINISH GRADE/ PEPCO QUADRA BUBBLER 1/2" SCH,SO PVC NIPPLE (LENGTH AS REQUIRED) TOP OF MULCH SEE PLAN FOR FLOW RATE SCH. 40 PVC TEE OR ELBOW UADRALATERAL f BUBBLER PVC LINE LATERAL LINE a; : ' .; : °o 0 �° ° 1010 , , SENSOR PROBE PEPCO PS6 TUBE — PVG LATERAL LINE SUPPOR ° • o° °oma °�o ' ; ,. 4 BRICK SUPPORTS 000 ° S REQUIRED STAKE SHRUBS-� -4- TREE NOTES: °meg ° ° o �d o Og 0 o NOTE: 1, INSTALL PEPCO QUADRA-BUBBLER 02132 PLUG ON UNUSED OUTLETS. 1, FOR COMPLETE INSTALLATION INSTRUCTIONS, SEE INSTRUCTIONS ENCLOSED WITH HYDROSAVER. —) LOCATE WITHIN CANOPY 6" MINIMUM 2, APPLY TEFLON TAPE TO ALL THREADED CONNECTIONS. 3. BURY QUADRA BUBBLER TUBING 2"-4" BELOW GRADE. 4. REFER TO PLANS FOR NUMBER OF OUTLETS PER PLANT. PEA GRAVEL SUMP (18") OUTLET WITH PEPCO x'2133 INSERT PLUG MO 15TUR5EN5OR LR SOAKED LINE LAYOUT LA5ER 50A<ER LINE DRIF EMITTED (5HRU5) HARDSCAPE SURFACE PIPE CAP SLIP FITTING OR MALE BY OTHERS--\ THREAD W/ THREADED SLEEVE 4 DIA. PERFORATED DRAIN LINE �� % /\�\� �� S• is � ' : • �� % � \� �i \/ \�\� ,. • •. q ', ` • . LU/ CAP. WRAP PIPE LU/ FILTER FABRIC AND STAPLE FINISH GRADE --� — �� CURB, WALK, OR \/:�\�\;! '\\/�\\/�\\//' \;�\\/�\\/�\ \//•/' I I I I I 90 o CLEAN BACKFILL AS FOUNDATION UNDISTURBED EARTH ELL CROSS TEE � w REQUIRED, REFER TO ENGINEERS > I REPORT/DRLLIGS. FOR SPECIFIC FINISH GRADE III E 3 4 ,, , - ,/, �iZ��r�. �1 UNDISTURBED SOIL (TYPICAL) A 5 a MATERIAL AND COMPACTION I III REQUIREMENTS z _ _ - —_ — °°°°°°'°°°°° _ — :. ° ° ° ° ° ° ° ° ° ° ° ° III=III=) I I=I °°°°°°°°°°1010 ''� � I I - BACKFILLED TRENCH z - io � �� .: • �� ,��.• ,,,.sir. ��. 2 i�;r`�,�� O2 CONCRETE THRUST BLOCK I I III i _— • 100100°°10010°°°°010°°°OgOg°g . ..., ,. • -0°�°° 0°g° i-1 11=! ! I-1 I I. 1 11=11 l=1 ': I �-=) I I. COMPACT TO SO . (TYPICAL) ��'i�� ,;: �!i r PIPE (TYPICAL) 501E SEPARATOR z '''' = �� :' ''. '.. ": : �. 10-100 Og°g _ _ . .. 1010°° ° ° =III, ° A. z °10°° go O I (=III=I I= �° 0000 0000 - PVC LATERAL LINE — ®KEBAB BENT AROUND ..''t., :� '.,..:.• • ; :.4 • CLEAN GRANITE SAND 0000 0°0° ,. ° ° ° 10 III— %��i�� FITTING (TYPICAL) �o ;.':' <.�' '. ° o° 00 0 1010°° 1010°° PVC SCH. S0 NIPPLE I 0 -6 FITTING (TYPICAL) 45? ELL 45? ELL '; z; •:."` L RE LOW VOLTAGE CONTROL WIRES, 00010 0000 0000 THREADED AT BOTH ENDS _ _ -I : • SLEEVE SIZE AS REQUIRED 100100 �z 0000 1010°0 1010°° g°g10 PVC MAINLINE I I i- NOTES: , 6 000g °0100 1010°° 0000 O O 01000 Og100 gOgO 010010 1010°° 1010° _ - CLEAN BACKFILL - III= ! -•. :::: i�ii�i 1. SUPPLY LINES 3 -INCHES IN DIAMETER AND ''�, PRESSURE MAINLINE W/ SLEEVE 1010°° 1010°° 10°°° 10,10 0100 °°O° _, •II LARGER SHALL RECEIVE CONCRETE THRUST 000 0000 NO. 3 GRAVEL INSIDE PIPE _ - — WYE BLOCKS. LATERAL LINE W/ SLEEVE °0°g 100100°°1000000 0000 " 6 AROUND PIPE °10010 VALVE CONTROL WIRE I- - 2 , SEE SPECIFICATIONS FOR AMOUNT OF 00°10°°°°°°°° 00010 00100 0000 0000000 000g a TAPE TO MAIN LINE 10 O.C. i I - CONCRETE TO BE USED FOR THRUST BLOCK. ;Og10 g10g°gOgOg0010 0°'0 °0°0 0000°0°0°g°0 0100 _III � \ NOTE ��`� .�,�/��/iii NOTES: 0000 000000000000 0000 O°°10 0°°°°°°°°°°° 1010°° O° 1010°°°° 1010 02 N PROVIDE 2 OF CLEAN SAND UNDER PIP -i - 1. ALL PLASTIC PIPE TO BE INSTALLED ACCORDING TO THESE DETAILS A. ALL SLEEVES TO BE PVC CL6200 OR 200 PSI RATED, OR GREATER. Og°g g°0°0100Og °°0 0100° 000°0°0°;°0° ° 0- UNLESS OTHERWISE NOTED OR DETAILED. B. ALL SLEEVES TO BE SIZED TWICE THE DIA, OF THE PIPE. 00°0 0 00°00000°0 °01010 1010°° °°°°°°°°°°010 0°° 2. THE PORTLAND CEMENT CONCRETE USED FOR THRUST BLOCKS N C. ALL SLEEVES TO RUN A MIN. OF 12 BEYOND HARDSCAPE EDGES. . 0000 gOggGgggggg0 gggg 000000 0000.0°000°0°10 °°°° SHALL 8E 265 -C -14(450-C-2000) CONCRETE D, CURBS SHALL BE ETCHED TO IDENTIFY (CROSSING SLEEVING) AT CURB N 6" DIA. x 12" LONG PVC .0000 000000000000 000g 3. ALL ANCHOR RODS SHALL BE GALVANIZED STEEL, MINIMUM 1/2 DIA, WRAPPED AROUN " PIPE. (IRR -SLY) IN 4 INCH LETTERS. 00 00 °0°0°0°g°0°g °g°04 °°10° °°°°°°°°°°010 0°°°CLS 160 PIPE SLEEVENCIII ° ° ° ° ° ° ° ° 1010°° I I I WIRE �l PIPE 4. SIZE OF THRUST BLOCKS SHALL BE SPECIFIED ON PLANS. E. CURBS SHALL BE ETCHED TO IDENTIFY (CROSSING SLEEVING) AT CURB 1010°° 1010°10°°°°°°°° PVC LATERAL THROUGH PRIOR TO PURCHASE. UNLESS OTHERWISE SPECIFIED ON THE PLANS, USE OF FLEXIBLE (IRR -BLV) IN 4 INCH LETTERS. 00°0°0°°°°°°°°°°°°°°°°°° PERFORATED PIPE °°0°00°°°°010°°°°°°°°°°°° °°°°°°°°°°°°°°°°°°°°°°°° RISER OR THE SWING JOINT IS OPTIONAL. 5. THRUST BLOCKS SHALL BE USED FOR PLASTIC PIPES WITH (3') DIA. OR LARGER. O o ° ° ° o ° ° ° ° 0 0 ° ° ° ° ° O o ° ° ° ° ° 000°0000100000°00000°0000 °°°°°°°°°°°°°°°°°°°°°°0 ° ° ° ° � ° ° ° ° ° ' ° C I TY OF F 6. FLOW DIRECTION INDICATED BY NOTE: �' DRAWN BY: GF IRRIGATION PLAN SCALE: 1 "=20' 1. ALL VIEWS ARE PLAN VIEW UNLESS OTHERWISE SHOWN INSTALL TREE BUBBLER 6" FROM THE EDGE OF THE ROOTBALL. : TENTATIVE_ ARCEL NO. 16264 DESIGNED B DATE: THRIJ6T 5LOC<& TRENCHING BINDER FAVE�IENT � TREE 5U55LER W1 PEA G;RAVEL PD CH K N 04 �9 � 04 CHECKED BY APPROVED � � 3 � DWG. N 37-161/501 33 w Loll os%c%k es LANDSCAM ARCHMCTM 607 North Anaheim Boulevard Anaheim, Ca>lornia. 92805 . PHONE: (714) 520-5795 FAX: (714) 520-0106 Email: kobat�tkc�eeu�thHtik.net CA. LIC. NO. 1219 �P4 SCApe ��•� �� K4BATq H� '9,p v, � ay e -31 -OS N/1� RE AL DATE Q OP CA ca LU CS a w DATE 1ST CITY SUBMITTAL 11/09/04 2ND CITY SUBMITTAL 01/20/05 3RD CITY SUBMITTAL REVISIONS Drawn by. GF Checked by Approved by. R( Date: Project No.: LEN 401 Project Name: SIERRA BUS11NESS CENTER Sheet Title: IRRIGATION DfETAILS Sheet No: I� , I