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Home My WebLink About3655-7LIMIT OF WORK Y IY O 3: 0 -.-I LIMIT OF WORK IRRIGATION NOTES 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY. 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S CONSTRUCTION REPRESENTATIVE. 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB - CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND STRUCTURES. 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT. 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE. 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND 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 TESTS. 9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. 11. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS MUCH AS POSSIBLE. 12. ALL NOZZLES LOCATED IN TURF AREAS TO BE INSTALLED ON TORO 570Z --6P BODIES UNLESS OTHERWISE NOTED. 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 WIRES SHALL BE IDENTIFIED AS EXTRA AND NUMBERS WITH TAGS AT EACH VALVE BOX AND AT ALL CONTROLLERS. Underground SeWlce Alert �s o ®s Call: TOLL FREE 1.800 422,4133 0 WORKING DAYS BEFOCRE YOU DIG " LIMIT OF WORK 140 139 MAINLINE EXTENSION NOTE: P.O.C.'H' CONTRACTOR TO CONNECT AND EXTEND MAINLINE FROM CAPPED 3" MAINLINE AS SHOWN. CONTRACTOR TO CONNECT NEW VALVES LIMIT OF WORK TO EXISTING CONTROLLER "H", LOCATED ON THE WEST SIDE OF L ST. 100 FT NORTH OF UNDERWOOD DR. tV x � % L 1334 C = 138 137 136 135 134 IIID CSO EXISTING POINT OF CONNECTION 'H' : c w , % MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF W° % EXISTING CAPPED MAINLINE AS SHOWN ( EXISTING 2 DOMESTIC a. W METER, 2" PRESSURE REGULATOR, 2" REDUCED PRESSURE � CO BACKFLOW, 11/4" FLOW METER, 2" MASTER VALVE, AND LINE -SIZE 7.. `"Jtl W N GATE VALVES). EXTEND EXISTING PRESSURIZED MAINLINE TO 2 Q 4 Q 4 4 /a -* - Q 77T A' u" Q Q 4 '4 3/4t 4 4 4 4 Q 4_?"' Q_ a 4 4 4 4 4-�- 4 LIJ 3/4" W VALVES AS SHOWN. 4 - Q 3/4 1 3/4 3/4 3/4' 3/4 4" 3/4 r t1 i"' 3/4 11/4" 3/4" 374" 3/4" 11',4 1" 3/4" 3/4" °' {n � � STATIC WATER PRESSURE: 102-108 PSI LU 3/-..�--�.- 3/4" 1" 1" 3/4° Z M SYSTEM DESIGN PRESSURE: 67 PSI ' - � 2 2, 3,. �, � t•... �k MAXIMUM IRRIGATION DEMAND: 46 GPM W=mown - ®. s a ■ .e . . w 2" ■ . . s 2 . . w . .. . ■ ■ ■ 3T" ■ ■ .. r r .0 a r..® ■ . w . . ■ . . ■ M tw . " ■ ■ . • ■ ■ ■ . a . . .. . • • ■ e . r. . . . �r .. ■ ® ■i .= ■ (n --- -- - - -g- - s - - -- - - - -- - - 4.41 j u - - - 1 3/4" - - - - 3// O LQ,J 0I 77 3/4" 3/4" /4 3/4' 3/4"- - - -1 4' - - LU IU - w or .6 H -lb 34 p p W; 1112 11/2 _ 11/2" s 0 EXISTING AUTOMATIC CONTROLLER'H': ZU N D E RWOO D DR. 11 it u- EXISTING AUTOMATIC CONTROLLER'H' LOCATION ON THE WEST RO -� _ _ 9 _ - - - - ----'- - - "I - - - I �-' J NETWORK 8000 SIDE OF1'ST. 11N A METERED 00 Fr RSTAINLESSTH OF OSTTEE ENCOD DR. OLOSURE. I _ O CONTRACTOR SHALL PROVIDE NECESSARY EQUIPMENT TO KEEP THIS SYSTEMOPERATIONAL. Q ■ 0 LIMIT OF WORK IRRIGATION rA• , SYM. MANUR MODEL NUMBER DESCRIPTION RADIUS G.P.M. mi b- TORO 570Z -12P -COM -50 POP-UP SPRAY HEAD 5' .10 30-40 o TORO 570Z -12P -COM -5H POP-UP SPRAY HEAD V .20 30-40 It TORO 57OZ-12P-COM-80 POP-UP SPRAY HEAD 8' .25 30-40 • TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD 8' .45 30-40 0 TORO 570Z -12P -COM -8F POP-UP SPRAY HEAD 8' 1.00 30-40 V TORO 570Z -12P -COM -8V POP-UP SPRAY HEAD 8' .70 30-40 V TORO 570Z -12P -COM -10H POP-UP SPRAY HEAD 10' .70 30.40 + TORO 570Z -12P -COM -10V POP-UP SPRAY HEAD 10' .80 30-40 I-V TORO 570Z -12P -COM -12H POP-UP SPRAY HEAD 12' 1.10 30-40 O TORO 570Z -12P -COM -12F POP-UP SPRAY HEAD 12' 2.20 30.40 TORO 570Z-12P.COM-12V POP-UP SPRAY HEAD 12' .70 30-40 TORO 570Z -12P -COM -150 POP-UP SPRAY HEAD 15' .85 30-40 TORO 570Z -12P -COM -15H POP-UP SPRAY HEAD 15' 1.65 30.40 TORO 570Z -12P -COM -15V POP-UP SPRAY HEAD 15' 2.50 30-40 CONTRACTOR TO USE APPROPRIATE ARC DISCS TO PROVIDE 100% COVERAGE TO PLANTING AREAS, CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS. TYPICAL SLEEVING NOTE: CONTRACTOR TO LOCATE IRRIGATION SLEEVING IN LOCATIONS WHICH WILL NOT INTERFERE WITH FUTURE TRAFFIC CONTROL LIGHTING AND/OR EQUIPMENT. CONTRACTOR SHALL CONTACT. TRAFFIC ENGINEER FOR POSSIBLE FUT RE TRAFFIC LIGHT LOCATIONS. SLEEVING NOTE: PROPOSED DRAWN BY: KPF 2" DOMESTIC WATER METER BY SBCWD. DEVELOPER , LATE L, AND WIRING THAT CROSS ALL SIDEWALKS. TO PAY ALL FEES AND PERMITS ao NIBCO T-113 LINE -SIZE GATE VALVE PRESSURE LOSS NOTE: WILKINS 500 SERIES 2" PRESSURE REGULATOR DEVICE r FEBCO 825Y -BV -200 2" REDUCED PRESSURE BACKFLOW, BACKFLOW ENCLOSURE: -j 0 - � F- p u- STRONG BOX MODEL #SBBC-45SS & CR * SUPERIOR 950 SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN CALSENSE FM1.25B 1-1/4" FLOW METER (� SUPERIOR 3000 SERIES 2" NORMALLY CLOSED ELECTRIC GLOBE (MASTER VALVE) is RAINBIRD 33DNP/33DK QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL) TORO SSAK48PS16NS1 TORO SENTINEL AUTOMATIC CONTROLLER TORO 8000 EXISTING NETWORK 8000 AUTOMATIC CONTROLLER M co M TORO 8000 EXISTING NETWORK 8000 AUTOMATIC CONTROLLER CAMBELL SCIENTIFIC TE525 TIPPING BUCKET RAIN GUAGE (HEAVY DUTY MODEL) INC. APPROVED CL. 315 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL, 315 PVC FOR 2" AND LARGER, 24" MIN. AT STREET CROSSINGS TYPICAL SLEEVING NOTE: CONTRACTOR TO LOCATE IRRIGATION SLEEVING IN LOCATIONS WHICH WILL NOT INTERFERE WITH FUTURE TRAFFIC CONTROL LIGHTING AND/OR EQUIPMENT. CONTRACTOR SHALL CONTACT. TRAFFIC ENGINEER FOR POSSIBLE FUT RE TRAFFIC LIGHT LOCATIONS. SLEEVING NOTE: DRAWN BY: KPF CONTRACTOR TO SLEEVE ALL MAINLIN , LATE L, AND WIRING THAT CROSS ALL SIDEWALKS. CHECKED BY: JRC ao DWG. NO.: Y3655 7 4155 PRESSURE LOSS NOTE: FOR PRESSURE LOSS CALCULATION INFORMA IKON, SEE SHEET L-9. i LANDSCAPE ARCHITECTURE SITE PLANNING 10221-A Trademark Street Rancho Cucamonga, CA 91730 Tel (909)484-2800 Fax (909)484-2802 .° Richard Krumwiede a CA Lia #2834 AZ Lie. # 29115 W Lie. # 446 TX. Lia #18134 � SpSCgpF Kruhlw,@ Qj gnaturey 31706 ewal atc Date A i i r v i s t - 129 APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER PCD SCREEN NOTE: 7 r. , - - � �, `-_ _ � 130 -- ....ti.. CONTRACTOR MAY BE REQUIRED TO DD SC ENS TO NOZZLES - APPROVED SGH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN. ; s-- 11tE116111711E119120121122 12{ 131 JDD/MPH COVER AS REQUIRED OR AS SHOWN. ON VALVES WITH HIGH GPM S IN ORDS TO COMPENSATE FOR 5 ; 132 LOWER WATER PRESSURE UPON AUTHORIZED CITY INSPECTOR'S - ` REQUEST. 4 APPROVED SCH. 40 PVC WIRE SLEEVES, MIN. COVER AS REQUIRED UNLESS , Q `• 133, OTHERWISE NOTED. SIZE AS SHAWN 3 2 1 H 1 i 14013913$137136135 134 8>'3/04 CA i 10, * BACKFLOW ENCLOSURE MODEL # AND AVAILABILITY: f�. , ; UNDERWO(�D DR , STRONG BOX MODEL # SBBC-45SS & CR 46 °� �,� �� CONTACT: STEVEN REED (909) 371-8401 VALVE SIZING KEY PLAN CROSS REFER FNCES VALVE # J< 10• -GPM FOR NOTES AND LEGENDS, S E THIS SHEET FOR IRRIGATION DETAILS, SE SHEET L-9 VALVE SIZE FOR IRRIGATION SPECIFICATIONS,I SEE SHEET L-14 1"I'Y OF FONTAPJA, CALIFORNIA DRAWN BY: KPF SYCAMORE Hf�LS TRACT. #,16495 QTY FACILITIES DISTRICT V DESIGNED BY: KPF ..nn CHECKED BY: JRC ao DWG. NO.: Y3655 7 4155 .1 ° 4 r UI�-rn „` ii.i ® -j 0 - � F- p u- � ¢ Ca U1 M -N LU Co _ ca ft � !- w ,n V 00 W o- • M co M i i r v i s t - 129 APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN. COVER PCD SCREEN NOTE: 7 r. , - - � �, `-_ _ � 130 -- ....ti.. CONTRACTOR MAY BE REQUIRED TO DD SC ENS TO NOZZLES - APPROVED SGH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN. ; s-- 11tE116111711E119120121122 12{ 131 JDD/MPH COVER AS REQUIRED OR AS SHOWN. ON VALVES WITH HIGH GPM S IN ORDS TO COMPENSATE FOR 5 ; 132 LOWER WATER PRESSURE UPON AUTHORIZED CITY INSPECTOR'S - ` REQUEST. 4 APPROVED SCH. 40 PVC WIRE SLEEVES, MIN. COVER AS REQUIRED UNLESS , Q `• 133, OTHERWISE NOTED. SIZE AS SHAWN 3 2 1 H 1 i 14013913$137136135 134 8>'3/04 CA i 10, * BACKFLOW ENCLOSURE MODEL # AND AVAILABILITY: f�. , ; UNDERWO(�D DR , STRONG BOX MODEL # SBBC-45SS & CR 46 °� �,� �� CONTACT: STEVEN REED (909) 371-8401 VALVE SIZING KEY PLAN CROSS REFER FNCES VALVE # J< 10• -GPM FOR NOTES AND LEGENDS, S E THIS SHEET FOR IRRIGATION DETAILS, SE SHEET L-9 VALVE SIZE FOR IRRIGATION SPECIFICATIONS,I SEE SHEET L-14 1"I'Y OF FONTAPJA, CALIFORNIA DRAWN BY: KPF SYCAMORE Hf�LS TRACT. #,16495 QTY FACILITIES DISTRICT SCALE: „ 1 = 20--0" DESIGNED BY: KPF DATE: 7/9/04 CHECKED BY: JRC APPROVED BYV DATES '11,- CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/05 DWG. NO.: Y3655 7 4155 1"=20' 0328-5 FOR CORRESPONDING CONS RUCTIONPLAN SEE SHEET L-2 FOR CORRESPONDING PLAN ING PLAN, SEE SHEET L-10 FOR WALL PLAN, SEE SHEET -4 of 15 SHTS. FOR IRRIGATION MASTER PLAN, SEE SHEET L-8