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Home My WebLink About3151-4LIMIT OF WORK m� ■ ■ RETAIL CENTER RETAIL CENTER w" I ■ I TRACT 15709 J• )LLL _. .20 20 • TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD • O ; 20 X TORO 570Z -12P -COM -8F ■ ■ 8' .80 20 288'-10" TORO 0; W •-••-••�• ■ 20 D z TORO ■ Q POP-UP SPRAY HEAD 'NO > IRRIGATION IN THIS ISLAND 20 433 • ;W �Q POP-UP SPRAY HEAD 10' .z 20 m ■ rr POP-UP SPRAY HEAD \ cc: • F-- AUTOMATIC VALVE SIZE: = BASELINE AVENUE Q \U 12' ■ ■ 20 ♦ LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK EXISTING CONTROLLER NOTE: aJp{3 ro Ela kia f CONTRACTOR TO CONNECT VALVES 17A - 23A TO EXISTING CONTROLLER "A"LOCATED ON McGUIRE AVENUE. EIGHT (8) EXTRA CONTROL PILOT WIRES AND ONE (1) COMMON WIRE WERE PROVI'ED IN A VALVE BOX FOR FUYURE IRRIGATION AT THE WEST END BOUNDRY OF TRACT 15709-02. THIS INFORMATION IS REFERENCED FROM THE LANDSCAPE IRRIGATION PLANS FOR INDEPENDENCE AT MORNINGSIDE, CONTRACTOR TO CONNECT NEW MAINLINE TRt15709- PERIMETER C.F.D.. BY ARCHITERRA DESIGN GROUP. TO EXISTING MAINLINE AS SHOWN. 1 1 LIMIT OF WORK 1 1 1 \\\\ \\\\\\\\\\\\\\\\\\\ \\\\\\ \\\ \\\\\\\\ \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\ \ \\ I U \ 336-1 TRACT 15709 LUcoL I. I W co ■z �Y W■W EXISTING 6" IRRIGATION SLEEVE AND \ ■ \ 23 19A 4" WIRE SLEEVE PER CIVIL ENGINEER 18A 23 1 %4 23 \ O Z ■ Q 11/2" Vii, 11/2"14 ■ •: 2' \ LL LU U z ----------- L -;z--- -------- �----- z d \ ■ _ ■ - ,lit-' -- - - ,tiz' a' 11;z' v c - _. _ _ - 314" 314 0 3�4 1' �jiC" - C ■ ; J G •c � BASELINE AVENUE LIMIT OF WORK LIMIT OF WORK Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 4 SHEET KEY m� ■ ■ HH... RETAIL CENTER w" CONTRACTORCONN WMAINLINE TO EXISTING MAINLINE ASSSHOWN.NEW Z. I TRACT 15709 J• _. _. .20 20 • TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD 8' .40 20 X TORO 570Z -12P -COM -8F POP-UP SPRAY HEAD 8' .80 20 288'-10" TORO 570Z -12P -COM -100 e. - •-••-••�• .30 20 V TORO 570Z -12P -COM -10H POP-UP SPRAY HEAD 10' ............................................ 20 433 TORO 570Z-12P-COM-IOF POP-UP SPRAY HEAD 10' 1.10 20 m . 570Z -12P -COM -120 POP-UP SPRAY HEAD 12' ■ 20 AUTOMATIC VALVE SIZE: TORO 570Z -12P -COM -12H POP-UP SPRAY HEAD 12' 1.00 20 ♦ TORO 57OZ-12P-COM-15H POP-UP SPRAY HEAD 15' 1.40 20 GPM 1.14 V. 6 ■Li @ 9 GPM .06 5....-- .... •- ..................... .. ........ .' W■ ■ GPM .07 ■ 11/2" 6 L.F. @ st GPM .07 ■ z W■ ■ 1 19 23A 21 22A 24 21A P2 20A EXISTING 6" IRRIGATION SLEEVE AND 4„ WIRE SLEEVE PER CIVIL ENGINEER W ■ W Z • I 11/2 „ Ca v' 11/2 u I n „ 11/2 (i L 11/2 �' Q ■ ■ Z ■ �O' ?q - lIG' qZ' •t 5a' �' ■ 2: Z Off? -'t -------- = s --------- --�----------- - - _� Z W ■ • U 3i4 114 a4 „ - --- -`� y4„ „l4" ;; 3412'vz, - - T�# � fr i 1 314 3,4" 1h4 34 3'4' ® 1/4" 314" -� --�-�'� ��-i-- 1--)'A-1--1-1-i3�41[�i(- aX 3L�, s�4. 1' , 3i4' 3'4" D ■ I, ■ Q- ■ 4' - - 3/4' 4 W4 4 314 - �4 1 4 - - J, L J 4 3i4 �4 - - _ - - - - _ - - ■ ■ 3,4 3;4. ■ BASELINE C AVENUE \\\ LIMIT OF WORK LIMIT OF WORK EXISTING CONTROLLER NOTE: aJp{3 ro Ela kia f CONTRACTOR TO CONNECT VALVES 17A - 23A TO EXISTING CONTROLLER "A"LOCATED ON McGUIRE AVENUE. EIGHT (8) EXTRA CONTROL PILOT WIRES AND ONE (1) COMMON WIRE WERE PROVI'ED IN A VALVE BOX FOR FUYURE IRRIGATION AT THE WEST END BOUNDRY OF TRACT 15709-02. THIS INFORMATION IS REFERENCED FROM THE LANDSCAPE IRRIGATION PLANS FOR INDEPENDENCE AT MORNINGSIDE, CONTRACTOR TO CONNECT NEW MAINLINE TRt15709- PERIMETER C.F.D.. BY ARCHITERRA DESIGN GROUP. TO EXISTING MAINLINE AS SHOWN. 1 1 LIMIT OF WORK 1 1 1 \\\\ \\\\\\\\\\\\\\\\\\\ \\\\\\ \\\ \\\\\\\\ \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\ \ \\ I U \ 336-1 TRACT 15709 LUcoL I. I W co ■z �Y W■W EXISTING 6" IRRIGATION SLEEVE AND \ ■ \ 23 19A 4" WIRE SLEEVE PER CIVIL ENGINEER 18A 23 1 %4 23 \ O Z ■ Q 11/2" Vii, 11/2"14 ■ •: 2' \ LL LU U z ----------- L -;z--- -------- �----- z d \ ■ _ ■ - ,lit-' -- - - ,tiz' a' 11;z' v c - _. _ _ - 314" 314 0 3�4 1' �jiC" - C ■ ; J G •c � BASELINE AVENUE LIMIT OF WORK LIMIT OF WORK Underground Service Alert Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG 4 SHEET KEY 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. B. 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. IRRIGATION LEGEND SYM. m� MODEL NUMBER DESCRIPTION RADIUS w" Z. Z. J. J• _. _. .20 20 • TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD 8' .40 20 X 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. B. 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. IRRIGATION LEGEND SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M.? 5 It TORO 570Z -12P -COM -8Q POP-UP SPRAY HEAD 8' .20 20 • TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD 8' .40 20 X TORO 570Z -12P -COM -8F POP-UP SPRAY HEAD 8' .80 20 .11 TORO 570Z -12P -COM -100 POP-UP SPRAY HEAD 10' .30 20 V TORO 570Z -12P -COM -10H POP-UP SPRAY HEAD 10' .60 20 433 TORO 570Z-12P-COM-IOF POP-UP SPRAY HEAD 10' 1.10 20 m TORO 570Z -12P -COM -120 POP-UP SPRAY HEAD 12' 40 20 AUTOMATIC VALVE SIZE: TORO 570Z -12P -COM -12H POP-UP SPRAY HEAD 12' 1.00 20 ♦ TORO 57OZ-12P-COM-15H POP-UP SPRAY HEAD 15' 1.40 20 NOTES: 1. 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. ALL NOZZLES LOCATED IN TURF AREAS TO BE INSTALLED ON TORO 5702.6P BODIES. N NIBCO EFB-CP SERIES RAINBIRD Q RAI SCH. 40 PVC EXISTING SCH. 40 PVC APPROVED APPROVED EXISTING APPROVED EXISTING T-113 LINE -SIZE GATE VALVE EFB-CP SERIES ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN 33DNP W.- 33DK NON -POTABLE QUICK COUPLER VALVE 0 150' O.C. , W/ 2 KEYS TOTAL SCH. 40 PVC MAINLINE, SIZE AS SHOWN. SCH. 40 PVC MAINLINE, SIZE AS SHOWN, MIN, COVER 18"- USE CL. 315 2" PVC FOR 2" AND LARGER. CL. 200 PVC LATERAL LINE, SIZE AS SHOWN, MIN. COVER 12" SCH. 40 PVC SLEEVES. SEE CIVIL ENGINEER'S PLAN "OR MORE INFORMATION SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, UNLESS 11/4" OTHERWISE NOTED SCH. 40 PVC WIRE SLEEVE. SEE CIVIL ENGINEER'S PLAN FOR MORE INFORMATION PRESSURE LOSS CALCULATION PROJECT: BASELINE MEDIANS EAST OF CHERRY AVENUE BY: DEA STATIC PRESSURE HIGH: 70 LOW: 60 SOURCE OF INFORMATION: SUPPLIER: PHONE NUMBER: VALVE STATION/GPM: STATION: 21A 24 GPM ITEM: P.S.I. LOSS WATER METER SIZE: IRRIGATION PLAN 11/2" BASELINE AVENUE MEDIAN @ 24 GPM 1.20 BACKFLOW: DATE: 2" MUNITY CI TIES DISTRICT @ 24 GPM 12.00 FLOW SENSOR: JAF 11/4" 151 @ 24 GPM .90 MASTER VALVE: 11/2" @ 24 GPM .73 GATE VALVE(S): 2 21/2" @ 24 GPM 1.50 MAINLINE (CL. 315 EXISTING): 21/2" 433 L.F. @ 24 GPM .87 MAINLINE (CL. 315 NEW): 2 121 L.F. @ 24 GPM .61 AUTOMATIC VALVE SIZE: 11/2" @ 24 GPM 2.80 LATERAL LINE SIZE: 3/4" 68 L.F. @ 6 GPM 1.14 V. 6 L.F, @ 9 GPM .06 11/4" 6 L.F. @ 17 GPM .07 11/2" 6 L.F. @ 24 GPM .07 IRRIGATION HEAD PRESSURE: 20.00 SYSTEM LOSSES SUBTOTAL: 41.95 FITTING LOSSES (10% OF SUBTOTAL): .13 ELEVATION LOSSES/GAINS (ELEV. x.433) t: 0.00 TOTAL SYSTEM LOSSES: '42.08 AVAILABLE PRESSURE (LOW): 60.00 (-) DEFICIT OR (+) RESIDUAL PRESSURE: (+) 18.00 VALVE SIZING KEY VALVE # 1 10. --GPM VALVE SIZE PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET L-6 FOR SPECIFICATIONS, SEE SHEET L-8 FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2 FOR CORRESPONDING PLANTING PLAN SEE SHEET L-5 CITY OF FONTANA, CALIFORNIA IRRIGATION PLAN DRAWN BY: BASELINE AVENUE MEDIAN SCALE: DEA AT MORNINGSIDE TRACT #15709 NIA DESIGNED BY: DATE: DEA MUNITY CI TIES DISTRICT 5/10/02 CHECKED BY: ATP D 6Y: DATF��(p DWG.NO.:IN JAF 151 A _TICITY ENGINEER R.C.E. 51152 EXP. DATE 12/31102 L A N D S C A P E ARCHITECTURE SITE PLANNING 10621 Church Street, Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (9091484-2802 Richard Kru wleoe CA Lic. #2834 -° 1l •; AZL. #M15 t W Lic. # 446 �•.,� , TX. Lw. #1884 22 o� �Q U I✓ cz O O O W LLO w �mill 'i O U 14) 4t 9q IIIM 5/10/02 1"=30' V NUMBER SHEET L-4 z 4 OF 8 SHTS. 0