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Home My WebLink About3256-4Underground Service Alert Call: TOLL FREE C �� 560 561 5V G 1 ♦ Q� J 3/4" 3/4" 1, 3/4° /4i' 1°_3/4" /4.. J 563 56G• • SUMMIT AVENUE ••�. �^V `O�3/4 ■ ■ ■ r ■ ■ ■ ■ ■ ■ ■ ■ rg/4' ■ ■ ■ 11 2'4 /4"' ■ III ■ ■ r ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r i3/4" ■ ■ ■ ■ ■�■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 3/4" 4" ■ ■ ■ ■ ■ ■ ■ ■ r ■ ■ ■ ■ ■ 3/4"■ 14 ■ ■ ■ ■ ■ ■ r ■ ■ ■ i1 ` ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r ■ r ■ ■ -i i i i r i i■ i i i i i r i i i i i i 1 /2 :i i i J i i i y� i' i i i i ■ i 7 J i i i i J i i 7 i i i G i i v✓ !'�♦� 1/2' - - - --- -- - - - ♦ - QOve 2-23 29 A2 2 30; • 22 11 ••♦ rr 17/2" Q� 11/2" 1 •. O• `V • �O • C6 C3® . IRRIGATION NOTES IRRIGATION LEGEND 1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED ,bpd,,, MANUF. MODEL NUMBER DESCRIPTION RADIUS G.P.M. Fal AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. 6- TORO 570Z -12P -COM -80 POP-UP SPRAY HEAD 8' .25 30 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE ® TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD 8' .45 30 DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE V TORO 570Z -12P -COM -8V POP-UP SPRAY HEAD 8' .70 30 DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S ® TORO 570Z -12P -COM -4 -EST POP-UP SPRAY HEAD 4'X15' •45 30 AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS B TORO 570Z -12P -COM -4 -SST POP-UP SPRAY HEAD 41X30' .90 30 NECESSARY. 3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH NOTE: POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR *CONTRACTOR TO USE APPROPRIATE ARC DISCS TO PROVIDE 100% COVERAGE TO PLANTING AREAS. SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION TO OWNER'S SEE DETAIL'D', SHEET D-2. CONSTRUCTION REPRESENTATIVE. *CONTRACTOR TO USE 6" POP -UPS IN TURF AREAS. 4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF EQUPMENT: WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC, HE SUPERIOR 950 SERIES BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN 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. ® RAINBIRD 33DNP/33DK QUICK COUPLING VALVE (SUPPLY (2) KEYS TOTAL) 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW ' ' " APPROVED CL. 315 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL. 315 PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT. PVC FOR 2" AND LARGER. 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN. 12" MIN, COVER PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND OWNER'S REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE. • • - • -- APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN, 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR APPROVED SCH. 40 PVC 4" WIRE SLEEVES, MIN. COVER AS REQUIRED UNLESS SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT OTHERWISE NOTED. 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. VALVE KEY 10, CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. VALVE SIZING I \ E I 11. CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE TO REDUCE OVERTHROW ONTO WALLS AND WALKS AS VALVE # 1 10—GPM MUCH AS POSSIBLE. 12. ALL NOZZLES LOCATED IN TURF AREAS TO BE INSTALLED ON TORO570Z-6P BODIES 3�4" VALVE SIZE 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. (ONE PER OPEN STATION, PER CLOCK, MIN. 2 EXTRA WIRES PER CONTROLLER). SP. - - - - ............. - - - - - ---- 40, 560 561 5 563 �o �' ♦♦♦ SUM IT AVENUE �Q J;♦/ r Cj �Ci JPO Q r' GC -1 GC -1 .• ep O� �v. C� �O. PLANTING NOTES 1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES "SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON -CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL (AT NO ADDITIONAL COST TO THE OWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND. LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION. 2. CONTRACTORS SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS. 3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE -INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS. 4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE. 5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS. 6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. (SEE SPECIFICATIONS). 7. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE. 8. LANDSCAPE CONTRACTOR SHALL TAKE FOUR (4) SOIL SAMPLES FROM THE SITE AT LOCATIONS APPROVED BY THE LANDSCAPE ARCHITECT. THE SAMPLES SHALL BE TAKEN AT A DEPTH OF 12" AFTER ROUGH GRADING AND SUBMITTED TO AN APPROVED SOIL AND PLANT LABORATORY FOR AGRICULTURAL SUITABILITY TESTING. THE COST OF TESTING SHALL BE INCLUDED IN THE CONTRACTOR'S BID. 9. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE LANDSCAPE ARCHITECT PRIOR TO MODIFICATION OF THESE SPECIFICATIONS. 10 SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS. 11. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB -CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 12 WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOWSTRIP OR HEADERBOARD AS INDICATED ON DRAWINGS. 13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE. 14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING PLAN. WHERE SOD IS TO BE INSTALLED ON A SWALE, THE FINISH GRADE MUST BE ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW. SYMBOLPLANT LEGEND CALL -OUT BOTANICAL NAME COMMON NAME GROUND COVER GC -1 Marathon II Dwarf Tail Fescue hybrid Turf SYMBOL LEGEND SHRUBS CALL -OUT SYMBOL QUANTITY NOTE: CONTRACTOR TO VERIFY NEW MAINLINE LOCATION WITH CITY INSPECTOR. EXISTING IRRIGATION NOTE: CONTRACTOR TO CONECT TO EXISTING CAPPED MAINLINE FROM TRAIL. SEE PLANS PREPARED BY A.D.G. PCD SCREENS NOTE: CONTRACTOR TO INSTALL PCD SCREENS WHEREVER REQUIRED TO ADJUST THE RADIUS TO PROVIDE 100% COVERAGE AND TO REDUCE OVERTHROW ONTO STREET AND WALKS AS MUCH AS POSSIBLE, TYPICAL SLEEVING NOTE: CONTRACTOR TO SLEEVE ALL MAINLINE, LATERAL, AND WIRING THAT CROSSES ALL SIDEWALKS. CONTRACTOR TO LOCATE IRRIGATION SLEEVING IN LOCATIONS WHICH WILL NOT INTERFERE WITH FUTURE TRAFFIC CONTROL LIGHTING AND/OR EQUIPMENT. CONTRACTOR MAY CONTACT TRAFFIC ENGINEER FOR POSSIBLE FUTURE TRAFFIC LIGHT LOCATIONS. AUTOMATIC CONTROLLER 'A2': FOR EXISTING CONTOLLER LOCATION, SEE PLANS PREVIOUSLY PREPARED BY ARCHITERRA DESIGN GROUP. CONTROL WIRE NOTE: CONTRACTOR TO USE 14 GUAGE OF WIRE FOR WIRING TO CONTROL VALVES. n 56a• ®® /'A. • t;J" ♦ o ♦ f• 1110V %Wr 0, ♦ O ♦ � � �t Qui • n . •• `C �Q"Gj�Cj ®► ®®• GJ r SIZE SPACING COMMENTS Hydroseed Install as per manufacturer's recommendations is � r ,•, r r FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET D-2 FOR SPECIFICATIONS, SEE SHEET S-2 FOR CORRESPONDING CONSTRUCTION PLAN, SEE SHEET C-1 CITY OF FONTANA, CALIFORNIA /S 39 DRAWN BY: KPF SUMMIT HEIGHTS SCALE: 1" � 30'-0" rn UTILITY CORRIDOR (SUMMIT AVENUE) aC UT DESIGNED BY:DATE: COMMU �jS TY FACILIDCT KPF CD Wp am co 3/6/02 CHECKED BY: APPROVED BY: ..✓ ,K --DATES DWG NO.: X3`256 4 RWK 7 wX wM CITY EN NEER R.C.E. 51152 EXP. DATE 12/31/02 Z d 0Wco LANDSCAPE ARCHITECTURE SITE PLANNING 10621 Church St., Suite 106 Rancho Cucamonga, CA 91730 (909) 464-2800 Fax (909) 484-2802 �• " `"' ; Richard Krumwiede CA Lia #2634 AZ Lia # 29115 NV Lic. # 446 000 TX. Lic. #1884 �pND S C A pF 14 urrl yy� 4 �%1g�e;r✓ Data O F CN JDD 8/13/02 1"=30' 0145-3 CD co r` rn aC UT Q d• Z *- O N CD Wp am co U � `•- O Q N wX wM Z d 0Wco LLj-r _ �_ T WiL Wrr OD LLI Zll� LL. wLU ... U a H Z �O Oa a_ ir O T OD JDD 8/13/02 1"=30' 0145-3