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HomeMy WebLinkAbout2884-I-2IRRIGATION NOTES TYPICAL P.O.C. NOTE: MAKE POINT OF CONNECTION 11<11MEDIATELY DOWNSTREAM OF NEW r DOMESTIC WATER METER TO BE PROVIDED BY CCWD AND OWNER TO PAY ALL FEES REFER TO UTILITY PLANS FOR ADDITIONAL INFORMATION. 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED t--� EXTEND NEW TYPE "K" COPPER PIPE (OR AS PER LOCAL CODE) FROM HERffACE 0 LAS PALMAS SCAM 1 ,".i TRACT. #15949,159579 159589 do 15M AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALI.BE INSTALLED IN PLANTIN4 METER TO BACKFLOW DEVICE, INSTALL A 2" REDUCED PRESSURE TYPE DESONM W. C FACILITIES DISTRICT DAM } AREAS WHEREVER POSSIBLE. ~1� BACKFLOW PREVENTER, A 2" MASTER VALVE, A 1 112" FLOW METERS, NQO(��l�NE�-S�I�ZE G�ALVE. EXTEND NEW PRESSURE . aATE:c•jtJs DWS. ND.: RwKJIL 2. DQ NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE LLJ , . T . / t I A DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE W f� DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE, IN THE EVENT THAT THIS NOTIFICATION IS NOT = EXISTING STATIC WATER PRESSURE: 135-150 PSI SYSTEM DESIGN PRESSURE•. 90-100 PSS (�I� PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS I� MAXIMUM IRRIGATION DEMAND. 51 GPM NECESSARY. W I� W R... Ll 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH USI1 I POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR 1 I D SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S Ct"TRUCT" R€PR�E"NTATIVE. _ IM11 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF ` IN 3-16 3-15 3-11 WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC, HE WIN SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUI• Z 1/..._.._ .�. ____... _______ 1-114" 1.112" 1 " CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND STRUCTURES. :Ell SE LINE AVENUE CONTRACTOR TO CONNECT TO EX. MAINLINE 3. MAIM ME F€€DSR BErf&TN PW OF t�ONI CTfON, fir' X11 -91% NEW METER SERVICE AND EXTEND NEW MAINLINE AS SHOWN. PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER =TRICT. �'"` I� i PER CCWD. 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW M PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S g,R. 2-,rr" WRAN" LN WADE ARCHTECT, WHERE APPUCABLE. 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT 3w � ; - !!//�I�'l1111111/1lllllll/l/!!!!/11!/f//!llrl'Ni AnE' 2-y, � - ...�--- - -..JI. Q aur' L�T V" D e S1ZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON AFFHVVAL QF IHk UWAW 'S ,14" V REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. " MA IMEEW 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR Ir RALSLA " MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND 4rc2-' BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE �( RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TECTA, � o 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. 39y A-1 10. CLEAN ON A DAILY BASIS PER OWNM REPRESENTAT'IM APPROVAL '0040 �.r rf r INN i IN l !0 11. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS � SA er 2 MUCH AS POSSIBLE. 3W,� 1-f14 12. ALL cs nm 3w, NO TAM" tA-3 32 ," 13. CONTRACTOR TO INSTALL EXTRA CONTROL PILOT WIRES FROM EACH CONTROLLER AND LOOPED UP INTO EACH VALVE BOX (24 COIL) TO THE END OF SYSTEM. THE EXTRA fir% ,-, � 'LATEFY!SLEEVE A-4 WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX" " 1 •, AND AT ALL CONTROLLERS. 1 Z,, -IN � -,K 1-114 CD " IN A-5 39 /,? % 4` LATERAL. SLEEVE / 4/0, Aq if (D ANNS 24 � r w�ts� D 5-1T►"w 1w - T-- +�--�' -... EDGE OF EX. TURF 3`° �,�. 1'4'1►�t'1.\1.\�►\1\'\ �► T4 RE IN i TVP. NOTE: �► CONTRACTOR TO RE#'�kfR A" 31�t3JUST ALL HEADS 1��� t .•�- AND LATERALS OF EXISTING SYSTEM AFFECTED BY '►�� 1 C3 CONSTRUCTION IN ORDER TO ENSURE 100% COVERAGE. 5-18 2-1C I cc 28' 3W MAE .4 to dO r►�' • ' 31 ," 1" ' '" �'� 1►11'\►11�11'1111.1k111'��1'�►�111.'\ " LU LU 0 �+►�� 0 TWO W 4< Iowa ♦s� W � � 44 1=10000 do dW LU tib► ! '' Y 0 th 0 3W 'IN �I I� t ! / (� CONTR. TO INSTALL A 2" LATERAL SLEEVE A-7 r SI � ,� / , f / /� � CROSSING THE SIDEWALK AT EACH VINE POCKET -'"�� / f '�"= / t � I 0 LA 41, F IV go aw 42 �l ; � /�IRRIGATION LEGEND - � N141 w 8'lIL N8ME. 61CM mom OEC UK LSL TORO 570Z -12P -COM -60 POP-UP SPRAY HEAD S .10 9010 d000" o TORO 5702-12P-WM-94 POP-UP SPRAY HEAD 5 .20 3M0 � TORO 5702 -12P -COM -80 POP-UP SPRAY HEAD C 25 3x10 � \\ ,� CONTRACTOR TO USE El(. VALVE BOX FOR NEW VALVE TO BUBBLERS IN VINE POCKETS. TORO 57OZ-12P-COM-04 POP-UP SPRAY HEAL d ,46 3D40� do . // sr � � `/ X TORO 57QZ•12P-COM-08' f POP-UP SPRAY HEAD 1,40 33w do• \ // TORO 5742-12P-C0W100 POP-UP SPRAY HEAD td ./0 3010 V roRo 57Oz-12P-Car-tor POP-UP spur HEAD Ia .50 awo N TORO 570242P-COM-tON POP-UP SENTRY HEAD 10 .70 9040 � CONTR. TO INSTALL (14) 5' RADIUS HALF HEADS, ' l ''�'"" '►fit TRIANGULAR PA T �` , TOAD 57DZ-12P-CO*1,1F PQP4jP SPRAY HEM If 1.50 3� dP �` dP *j,� iANGULA SPACED, !N H!S AREA AiyD Y / 3/4" LATERAL PIPING. '" tw \ � Ad k4V rA-9 MgTcy(� �, /� ow tA-10 .r ccs, Vs �cM. �/ �-„� O pC �fL Fq��NT `f LANDSCAPE CONTRACTOR TO VERIFY ALL EXISTING UNDERGROUND PIPING, WIRING, AND IRRIGATION LINES ON JOBSITE PRIOR TO START OF CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED IDY HIS WORK. CONTRACTOR IS ALSO RESPONSIBLE FOR REPAIRING ANY IRRIGATION LINF;�. SPRINKLER HEADS. AND EXISTING LANDSCAPE AREAS THAT ARE DAMAGED DURING CONSTRUCTION. Cmr OF FOnTTANA, CALIFORNIA K F HERffACE 0 LAS PALMAS SCAM 1 ,".i TRACT. #15949,159579 159589 do 15M DESONM W. C FACILITIES DISTRICT DAM K 4/9/99 . aATE:c•jtJs DWS. ND.: RwKJIL qN R.c E. 25125 EXP. GATE 1281/9 Underground Service Alert Cad: TOLL FREE 1=800 422-4133 TWO WORKING DAYS BEFORE YOU DIG SHEET KEY MAP W SATERI rE 10 M! fwM* WITH rl00MMIA" UM 00wrp"jM F )NMOL OMATM Qr" X4 r H" �T MANY ©U't1t �r SHERMAN PL PROPOSED IRRIGATION CONTROLLER *A. 4ft gs El / ; TORO 5702-12PCIA4� O2Q POP-UP SPRAY HEAD 17 .50 3040 ^ 0 TORO 5702-12PCOILI214 POPIJP SPRAY FAD /2' 130 3D40 � � �0 v 0 TORO 5702 -12P -COM -12f POP-UP SPRAY 11EIW 12 2.20 3010 \� r / / / v + TORO 5701-19m0141i0 POP-UP SPRAY HEAD tS AS 94q 100 \ TORO 5702-12PC01A-15T POP-UP SPRAY HEAD 19 1.10 310 7nN0 570iZ•12PCgitil1 POPJUP SPRAY HEAD tf 1.I6VI �OdO _� • � / �� m +W 000000O TORO 5702-12PPOP-UP SPRAY HEAD is 3.60 30so� �\ � O / t TORO 5702-i1P10li{-i6A0J POP11F SPMY HEAD VARIEi VARIES % B TORO 57(IZ•12PCOANEST POP-UP SPRAY HEAP 4113 .10 rA2 3T TOWS7o¢-12►-0OM�65i PO► ­U/ SPRAY HEAD 4'x3/ .fo • TORO 570Z -6P ­COM -F&50 -PC FLOOD BUBBLER DRIr 25 90+W r+ -,swIN/ 3064415 TURF ST`R"Al 1110T011 it' 2.00 35 ; EX. BOOSTER PUMP -,,r A-13 0 TORO 30042HP•2b SHRUB STREAM ROTOR VARIES VARIES 36 � � � � EX. BACKFLOW DEVIC ! �dr u�a,�a�#� 0 TORO XP900P-F-0i TURF STREAM ROTOR 2f 9i 1.00 EX. CONTROLLER #5 TO REMAIL at�ve 'r A-1 4 41 D TORO 'XP300Pd1-07 TURP STREAM ROTOR 3e' 1.45 36 � �� � STATIONS OPEN -9, 15-16, 31, 32. 0 r �2 TU% , 1iF300P+FOf �STREAM 31' 2.85 35a�► ���� Q � CONT. TOFIEL�VERIFY. �-,�TORO / �y` 4-15\47 QS TORO xP344P�441 TURF STREAM ROTOR fie' 1.75 36 "Ill TORO XP300P-HWi TURF STREAM ROTOR 31' 3.50 96 �,�% TORO XP300Pi TURF STREAM ROTOR 31r 6.Yf 3 �,9�� ���� � EX. 3" MAINLS!JE 'CONTRACTOii TO USE APPROPRIATE AFDC DISCS TO PROVIDE 100% COVERAGE ?0 PLANTING AREAE., V PROPOSED 7 DOMESTIC WATER METER BY CCWD �r Nxeco T413 LINE -SIZE GATE VALVE % 0 � D FE6C0 926 -Y -BN -2.0 2' REDUCED PRESSURE BACKFLOW DEVICE s�4;z.,� S � j WILKINS 500 IES 2-1/2PRESSURE REGULATOR AUTOMATIC CONTROLLER 'A"NOTE: WATTS NO. 3W CALIBRATED PRESSURE RELIEF VALVE t� , 1 AUTOMATIC CONTROLLER LOCATION: CON TRRCTOA TO � INSTALL A TORO NETWORK 8000 SEE LEGEND FOR MODEL � SUPERIOR 950 SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN 0VIDE 120 VOLT CONT NUQUS POSS STEEL WER CIRCUIT OWNER SLIPEFWA � �U �� �� � �� VALVE THIS LOCATION. IRRIGATION CONTRACTOR TO PROVIDE / CONTROLLER AND COORDINATE CONTROLLER POWER INDUSTRIAL DATA (HSS FM1.258 1-114" FLOW METER w/600 TRANSMITTER NECESNNECTION. CONTRACTOR SHALL PROVIDE ALL SARY EQUIPMENT 70 WAKE THIS SYSTEM OPERI►VALVE SIZING K TIONAL � SUPERI011 3100 SERIEf ? NORMALLY CLOSED ELECTRIC GLOBE (MASTER VALVE) r 0 RAIN&RD 33D433DK QUICK COUPLING VALVE (SUPPLY (4) KEYS TOTAL) VAIVE # � TM* 8000 NEiWOAK e000 AUTOMATIC OOtiTROU,ER ZONE / 1-1 lee --GPM CAMBELL SCIENTIFIC INC. TE52b TIPPING BUCKET RAIN OUAOE (HE11W DUTY MODEL) JV4" VALVE SIZE w• �' IANN�10&j.---APPROVED SGi 10 PVC EXISTING WLNLll1E. SIN D AS SHOMM. APPROVED SCH 10 PVC MAINLINE, SIZE AS SFIOWN, MIN. COVER 1a'; USE CL 915 PVC FOR r AND LARGER. PLAN CROSS REFERENCES APPROVED c4 aoo PVC LATERAL LINE SIZE AS SHOWN. 1r MIN. covEn CONTR. TO PROVIDE 120V POWE """" APPROVED SCH.10 PVC SLEEVES, SIZED 2X URGER THAN PIPE TO BE INSERTE6, WN. FOR NOTES AND LEGENDS, SEE SHEET I -Z MAT��� �!!s TO NEW IRR. METER PEDESTAL COVER AS REQUIRED. FOR MAINLINE STREET CFi06GNfiC, UE . FOR DETAILS SEE SHEET 1-7 WESLISNE „DO" . see`!!'t:•,�! �novEp s� �o�C �W�IREV�.E�E�S � �'�i16� FOR SPECIFICATIONS, SEE SPEC. BOOK T ER7-�, plic SHEET �_3 uN�sson�Rwisewo�D. FOR CORRESPONDING FOR CORRESPON�INC� PLANTINQ TION �N SEE SHEET P-2 I/1 /t � • MOM #'CTPN�CCTfONTlCTP14flLFONi, SUPPLIED BY CAIIFOfiNIA TUI Pfi000CTi, SAN DIEGO, CAUFOIM�Mt, (619)793,3D�. �I!J�llll!!J!L L A N D S CA P E ARCHITECTURE SITE PLANNING 10Q30 Town Center Dr., Suite 124 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (9091424-2802 Richard Krumwieda CA Lie. #2834 AZ Lie. # 29115 W Lig. # 448 SC A P/ CO tr v to n 4/9/99 1 Is • w SHEET iVUM�E�i =2 OF SHTS. � r