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HomeMy WebLinkAboutNONAME_042I SIDEWALK, CURB, ETC. �� pR BOX TO BE PLACED AT RIGHT ANGLE TO i2 fid( HARDSCAPE EDGE 12 x 18 PLASTIC BOX AND COVER WITH .•�,�. •: LOCK TOP, CURL TYPE EXPANSION LOOP (MIN. 2411) ,�;, ,• ��I .�'� •,f WATERPROOFED WIRE CONNECTION '° - •• • x - �a � •a •t r1 r .� .. CHRISTY'S I.D. TAG (STANDARD)%e I R -k %c d'e c ' NON -PRESSURE " SECURE TO SOLENOID '` " PIGTAIL LINE FITTING " " =1NISH GRADE IA'ti i�4 LAWN AREA 4 t. PVC LINE PIPE FINISH GRADE SHRUB AREA . t SOLENOID .tpP _ •= •�.-- �•:, . ; FLOW ADJUSTMENT 41 \•�i•�.t PEA GRAVEL pF ( MIN. 3 CU. FT ) PVC SCH. 40 MALE ADAPTOR r. (TYR 2 PLACES) PVC LINE PIPE PVC ELBOW 18 PVC LiNE PIPE COMMON WIRE PVC SUPPLY LINE FITTING (SxSxS ) CONTROL WIRE NOTES: 1. VALVES ARE TO BE INSTALLED IN SHRUB AREAS UNLESS OTHERWISE NOTED. 2, WHEN MORE THAN ONE VALVE IS LOCATED IN THE SAME AREA. PROVIDE A SPACE A MIN. OF 3 FT, APART. 3. USE TEFLON TAPE ON ALL THREADED FITTINGS. I TYPICAL REMOTE CONTROL VALVE ASSEMBLY NO SCALE ( STRAIGHT TYPE) JR -85 OUiCK COUPLING VALVE SET FLUSH WiTH FINISH GRADE IN LAWN AREA SIDEWALK, CURB, 3"ABOVE FINISH GRADE ETC. IN OTHER AREAS r FINISH GRADE LAWN AREAS .• •'�,r. �� - ' � . �� • FINISH GRADE .�' - •, SHRUB AREAS . • -t t ft+t • !� :' • ' + t++ +++-+ 12" ROUND PLASTIC ► • - ++¢++ ++} BOX B COVER + .. J t to I e- _ •' ' � STAINLESS STEEL CLAMP i4 s ►tib x� SIZE 8 LENGTH AS REQRD ' ;; SCH. 80 PVC NIPPLE 3 EA GRAVEL rt ,. _ SCH.40r;� . ELBOW­.'•Sf _°' SC4 164 H. 40 PVC STREET ELBOW PVC SUPPLY SCH. 80 PVC NIPPLE LiNE (SxSxT) SIZE a LENGTH AS REQ�D FITTING 18 PVC SUPPLY LINE SCH. 40 PVC STREET ELBOW NOTE: USE TEFLON TAPE I-1/211 PVC PIPE STAKE ON ALL THREADED (SCH.40) FITTING MIN. 36" LONG OR AS SITE REQUIRES TYPICAL QUICK COUPLING VALVE NO SCALE ASSEMBLY WL i 3-21 2 Z az 11 64-I r� I W 13- 191 Q I ti2�ti � Ih11 ll Allz1► V iI - i p �-�• 2q I >► I u I I irL l� t• ti All wooZ t0000,00. it W Z ..� oil IV,1 w Q m MIN 164-3 �1 �- II : fill U u I 11 11 a �i • 11 I II 64-31 Sk INNS 3 III ' a �� I �. • i Il � I Ii iI i - - ... �.� 1• t i R , 64-2 rjp� _ X11 `L L 12~ \ CONSTRUCTION NOTE: DP.O.C. TO EXIST. PRESSURE SUPPLY LINE AND WIRES INTERCEPT EXIST. 3-22 WIRES Q AND EXTEND TO NEW R.C.V. AS SHOWN. O3 CONNECT EXIST VALVE IN TANDEM WITH VALVE 3-19 NORTH JR -103-83 E SPRINKLER NOZZLE POP-UP BODY ASSEMBLY (1/2" ABOVE FINISH GRADE) PVC SCH. 80 NIPPLE (LENGTH AS REQUIRED) LATERAL LINE (SIZE AS NOTED ON DRAWING) SCH. 40 PVC STREET ELBOWS NOTE: USE TEFLON TAPE ON ALL THREADED FITTINGS 3 TYPICAL SHRUB HEAD ASSEMBLY NO SCALE (POP-UP TYPE ) JR -84 6 OR AS NOTED • • -I SIDEWALK , CURB,. ETC. IN ISH GRADE -SPRINKLER NOZZLE C TEE OR ELBOW (SxSxT) POP-UP ASSEMBLY--� III ~ ( INSTALLED i'°ABOVE FINISH GRADE IN OPEN AREAS OR AS SCH.40 PVC STREET ELBOW NOTED) f. SCH.-80 PVC NIPPPE (LENGTH AS REQ D) ii SCH. 40 PVC, STREET ELBOWS 'I NOTE 1. INSTALL HEAD FLUSH WITH TOP OF HARDSCAPE AT INTERSECTION a CORNERS. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. /'4'\TYPICAL SHRUB HEAD POP-UP ASSEMBLY NO SCALE -'87 - 1�Z ROUND PLASTIC BOX a COVER COVER MARKED: IRRI GATE `• sc sor x FINISH GRADE x ' w �/ st ?c LAWN AREAS �s as p ,C 34 • ac x x Ia FiNISH GRADE • . ',, n x SHRUB AREAS -� HANDWHEEL PVC SUPPLY _ LINE i • t PEA GRAVEL (MiN.2 CU. FT.) s . GATE VALVE • PVC MALE ADAPTORS �• I •7 • NOTE: GATE VALVE SHALL BE INSTALLED -IN SHRUB AREAS UNLESS OTHERWISE APPROVED. 64-3 [02 6 TYPICA L GATE VALVE ASSEMBLY n Il NO SCALE (3 AND SMALLER) JR -64 - 311 i[v 1V ® It hl It r ` Y I F + 1 I Ili i 64 -1 , � 2� 5' i u - � � f CD�I !1 ip 1► v � I� p 1 F< l � �111AII "�� 10 �D _.,.-V ` 1 I ► I tI I jl 2 1 i ,qtr 1[ I I, - 140 �.� � - wi� 64- _ 664 4 wl O4 EXIST. R.C.V. ( 64-4) AND HEADS ALL ALL LINES ELECTRICAL AND WATER SMALL BESLEEVED . TO BE REMOVED AND REUSED IN NEW SYSTEM WATER LINE SLEEVING SHALL BE 2 X DIAMETER OF THE - LINE 2" MIN.'P.V.C. IRRIGATION SYSTEM DESIGNED FOR CONTRACTOR SHALL PULL (1) CONTROL 5 AND (I }COMMON WIRE FROM CONTROLLER ��? . l�� rio >_ . 1(7N -ra x�sT11vG tKK_ v_•T►r •J MINIMUM OPERATING PRESSURE - OF 82 P.S.I. AT 83 G.P.M. TO NEIN VALVE 64-1 `��•- G.�.{-I�L_L l��,tt��N������, _- - _ - __-_---------------- - . HERITAGE j �p 64-4 A k, CONTRACTOR SHALL ROUTE CONTROL WIRES THRU EXIST. SLEEVE FOR WIRES CIRCLE M . 1 SIDE WALK , CUR B, ETC. • • SPRINKLER NOZZLE • ' • . 6 -POP-UP BODY ASSEMBLY �- Ii (INSTALL 1/2"ABOVE 1! FINISH GRADE) FINISH GRADE JR -004-84 GENERAL LEGEND r - PVC SCH. 80 NIPPLE TRJI SIZE AS. REQUIRED SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. PVC SCH. 40 STREET ELBOW PO.C. PVC SCH. 40 ELBOW 1211 SPECIFICATION 2 PVC SCH. 80 NIPPLE (SIZE AS PVC TEE REQUIRED) IN FINAL POSITION SxSxT OR RISER SHALL BE AT A ELBOW 45° ANGLE ® PVC SCH. 40 STREET ELBOW LATERAL LINE ( SIZE AS NOTED ON DRAWING) NOTE : USE TEFLON TAPE ON ALL THREADED FITTINGS 'NON -PRESSURE LiNES & SIZE CLASS 200 P.V.C. 5 TYPICAL LAWN HEAD ASSEMBLY JR -004-84 GENERAL LEGEND r - ARC RAD TRJI DESCRIPTION SYMBOLS DESCRIPTIONS MANUFACTURER & PART NO. REFERENCE PO.C. POINT OF CONNECTION PCD SPECIFICATION 2 EXISTING PRESSURE SUPPLY LINES FLAT SHRUB HEAD 30 7® II PRESSURE SUPPLY LINES &SIZE 2"& LGR CLASS 315 P.V.C. SPECIFICATION ® PRESSURE SUPPLY LINES & SIZE 1-1/ 2"& SML SCHEDULE 40 P.V.C.- SPECIFICATION I �1 'NON -PRESSURE LiNES & SIZE CLASS 200 P.V.C. SPECIFICATION - e --- - =-= LOW VOLTAGE WIRE CONDUIT CLASS 200 P.V.C. SPECIFICATION 3_22 CONTROLLER SEQUENCE 900 12' 30 UNDERSIZE SHRUB HEAD PER MINUTE .50 TORO 11GALLONS - REMOTE CONTROL VALVE SIZE DETAIL NO. 4 .50 0 REMOTE CONTROL VALVES GRISWOLD S SERIES DETAIL NO. 1 ® QUICK COUPLING VALVES RAIN BIRD 3RC DETAIL NO.2 12H EXIST. REMOTE CONTROL VALVES ' x 3600 12' GATE VALVE - LINE SiZE NIBCO T136 DETAIL NO.6 s, - SPRINKLER HEAD LEGEND SYMBOL ARC RAD TRJI DESCRIPTION PSI GPM MFG. BODY NOZ. REFERENCE PCD 30 FLAT SHRUB HEAD 30 .25 TORO 570C-12PCV FSQ- L- G DETAIL NO. 3 Z y 1800 6� 30 FLAT SHRUB HEAD 30 .50 TORO 570C-12PCV FSH- LG DETAIL NO. 3 p 900 12' 30 UNDERSIZE SHRUB HEAD 30 .50 TORO 570C -12P 120 DETAIL NO. 4 .50 v 1800 .12' 30 UNDERSIZE SHRUB HEAD 30 1.00 TORO 570C-12 12H DETAIL NO. 4 1.0 x 3600 12' 30 UNDERSIZE SHRUB HEAD 30 2.00 TORO 570C-12 12F DETAIL NO. 4 2.0 900 15' 30 STANDARD SHRUB HEAD 30 1.00 TORO 570C-12 150 DETAIL NO. 4 1.0, y/ 1800 15' 30 STANDARD SHRUB HEAD 30 2.00 TORO 570C-12 15H DETAIL. NO 2.0 X 3600 15' 30 STANDARD SHRUB HEAD 30 4.00 TORO 570C-12PCV 15F DETAIL NO. 4 4.0 900 12' 30 UNDERSIZE LAWN HEAD 30 .50 TORO 570C -6P CV 12Q DETAIL NO. 5 .50 n 1800 12' 30 UNDERSIZE LAWN HEAD 30 1.00 TORO 570C -6P CV 12H DETAIL NO. 5 1.0 Q 3600 12' 30 UNDERSIZE LAWN HEAD 30 2.00 TORO 570C -6P CV 12F DETAIL NO. 5 2.0 ® 900 15' 30 STANDARD LAWN HEAD 30 1.00 TORO 570C -6P CV 15Q DETAIL NO. 5 1.0 ® 1800 15' 30 STANDARD LAWN HEAD 30 2.00 TORO 570C -6P CV 15H DETAIL NO. 5 2.0 (� 3600 15' 30 STANDARD LAWN HEAD 30 4.00 TORO 570C -6P CV 15F DETAIL NO. 5 4.0 !� ISO° 8 30 PLAT LAWN HEAD 30 .50 TORO 57+OC-6PCV FSH -L -G; DETAIL NO. 5 0 180 5' 0 STREAM BUBBLER P -C 30. 1.00 TORO 570C-6PCV S8180 DETAIL NO. 4 P l a 4 APPROXIMATELY 120° 7- 10, EXIST. AUTOMATIC CONTROLLER "64" 0 z cq ® LLI U w �J Uj cv �z . O LULL Z Cow (DLL m W L.L. W0-0 (.5 C5 WI ��.. LU O � c _ Q �• U 4 � f • 1 W ca Eyy � to ON U. F_4 J a Ucrj^ H_ 0 5 M r Z f� `N✓ vn N w 0 0Wa w EE tr• 0 x z y < [; , U CLz. r°a 0 N ...t r- p 1-4 r > �r mV) zZ P- r > o . .-...0; 1•a M u 0�� w r 0c 0-0 N � W - �O Q z H w °m W C 0 tz �- U LU C6 _ ca C 0 Z U. 0 z cq ® LLI U W GENERAL NOTES W 1. INSTALL ALL PRESSURE AND NON -PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (11TEMS F- SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) ' ^ 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE V J WiTH SPECS. AND CONSTRUCTION DETAILS. SEE SHEET NO. Lk/11-11- 3. /3. FOR SYMBOL DESIGNATION, SEE LEGEND ON SHEET NO. L� 4. WHERE PRESSURE REGULATING VALVES ARE USED, VALVES ARE TO BE ADJUSTED FOR OPTIMUM PRESSURE, OR AS NOTED ON DRAWING. 5. ADJTALL SYSTEMS TO AVOID SPRAY ONTO BLDGS, WALKS, AND ROAD- WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. 6. AREAS THAT NEED TO BE DEFINED IN ORDERfiO DETERMINE EXACT Z LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING o CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. Q. 7. AS -BUILT DRAWINGS AND SPECS. SHALL BE MAINTAINED ON SITE AT W� Z - ALL TIMES. AS;BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. 0 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUTTHESE DRAWINGS. IF 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND �.., VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE, THIS SHALL BE BROUGHT 0 TOTHE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO DO SO, THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- z MENTS REQUIRED. 9, SEE SPECIFICATIONS SECTION 02810 FOR iNSTALLATION 10 SLEEVE ALL MAINLINE AND WIRING UNDER CONCRETE WALKS o t NORTH . o o c 1 � T O O` L0 0 04 II >(3)_ o CO U_ �- z .. .. O • s. z _ ~ J Uj �z . O LULL Z Cow (DLL m W L.L. W0-0 (.5 C5 zi LU O � c _ Q �• U W GENERAL NOTES W 1. INSTALL ALL PRESSURE AND NON -PRESSURE LINES AND ANY EQUIPMENT INSIDE PLANTING AREAS WHEREVER POSSIBLE. (11TEMS F- SHOWN OUTSIDE SUCH AREAS FOR PURPOSES OF CLARITY ONLY.) ' ^ 2. ALL EQUIPMENT SHALL BE SELECTED AND INSTALLED IN ACCORDANCE V J WiTH SPECS. AND CONSTRUCTION DETAILS. SEE SHEET NO. Lk/11-11- 3. /3. FOR SYMBOL DESIGNATION, SEE LEGEND ON SHEET NO. L� 4. WHERE PRESSURE REGULATING VALVES ARE USED, VALVES ARE TO BE ADJUSTED FOR OPTIMUM PRESSURE, OR AS NOTED ON DRAWING. 5. ADJTALL SYSTEMS TO AVOID SPRAY ONTO BLDGS, WALKS, AND ROAD- WAYS BY INDIVIDUALLY ADJUSTING SPNKLR HDS AND CONTROL VALVES. 6. AREAS THAT NEED TO BE DEFINED IN ORDERfiO DETERMINE EXACT Z LOCATION OF SPNKLR HDS ARE THE RESPONSIBILITY OF THE INSTALLING o CONTRACTOR TO SEE THEY ARE DEFINED PRIOR TO INSTALLATION. Q. 7. AS -BUILT DRAWINGS AND SPECS. SHALL BE MAINTAINED ON SITE AT W� Z - ALL TIMES. AS;BUILT DRAWINGS SHALL BE UPDATED ON DAILY BASIS. 0 NO SITE REVIEWS ARE TO BE CONDUCTED WITHOUTTHESE DRAWINGS. IF 8. AREAS RECEIVING AN IRRIGATION SYSTEM SHALL BE REVIEWED AND �.., VERIFIED BY THE INSTALLING CONTRACTOR FOR ACCURACY OF SIZE AND CONFIGURATION. IF DISCREPANCIES ARE FOUND THAT WOULD PROVE DETRIMENTAL TO FINAL COVERAGE, THIS SHALL BE BROUGHT 0 TOTHE OWNER'S ATTENTION BEFORE INSTALLATION. BY FAILING TO DO SO, THE CONTRACTOR MAY BE RESPONSIBLE FOR ANY ADJUST- z MENTS REQUIRED. 9, SEE SPECIFICATIONS SECTION 02810 FOR iNSTALLATION 10 SLEEVE ALL MAINLINE AND WIRING UNDER CONCRETE WALKS o t NORTH . o o c 1 � T O O` L0 0 04 II >(3)_ o CO U_ �- z .. .. O • s. z _ ~ J