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Home My WebLink About2896-12I � I i - I 223_L- - i - - 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. C-19 16 21 C-18 5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT. 14/2" 1-1/2" "M ` `--- - - "`'~-- ♦ _ 6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW '"``--®„ PREVENTION DEVICE SHALL BE APPROVED BY THE CITY'S AND REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE. I SLEEVE - - ` --_ 7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR ,+11/2" SLEEVE SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES -�� SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE va - 1 �" i +. -, OWNER'S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS. 3/4" 1 (Din 1/4° �i + ' ♦• �4 ala" 8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS 3(4" 314" MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND 3/4" 3/4" - 1 --. - "-- 3/4" +� "- ,�•. .. `. 3/a° 3/4° 3i4' 3/a°-� -- + " ��'''" BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO MEDIAN ISLAND CONFIGURATION REVISION: EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY 3/4" ,' a1g + ,; ! IRRIGATION DESIGN WAS CORRECTED TO COVERAGE TESTS. --.®- a i ♦ ACCOMMODATE THE ADDED TURN AISLE. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS. 10. CLEAN-UP ON A DAILY BASIS PER OWNER'S REPRESENTATIVE'S APPROVAL. ♦, `� �` ♦ 6" SLEEVE, E R SLEEVE -BOTH ENDS TO �� `• ,�� ♦ BE TAPED. COORDINATE INSTALLATION 4z`�-•. -.+ .,, ♦�' � � ` . WITH CITY'S REPRESENTATIVE �� A+S • '®_ ` �� 4" SLEEVE Jnderground Service I SFO PF yC` i l i-�• :ii 422-4133 TWO WORKING DAYS BEFORE YOU DIG IRRIGATION LEGEND DRAWN BY: SUMMIT HEIGHTS SCALE: SYM. MANUFACTURER MODEL NUMBER DESCRIPTION RADIUS G.P.M. P.S.I. b__ TORO 570Z -12P -COM -50 POP-UP SPRAY HEAD 5 .10 30 '0- TORO 570Z -12P -COM -5T POP-UP SPRAY HEAD 5 .10 30 0 TORO 570Z -12P -COM -5H POP-UP SPRAY HEAD 5 .20 30 TORO 570Z -12P -COM -5F POP-UP SPRAY HEAD 5 .40 30 T TORO 570Z-12P-COM-I5-ADJ POP-UP SPRAY HEAD V .40 30 `- TORO 570Z -12P -COM -8Q POP-UP SPRAY HEAD V .20 30 �•- TORO 570Z -12P -COM -8T POP-UP SPRAY HEAD 8' .30 30 • TORO 570Z -12P -COM -8H POP-UP SPRAY HEAD 8' .50 30 �( TORO 570Z -12P -COM -8F POP-UP SPRAY HEAD 8' 1.00 30 TORO 5702-12P-COM-I5-ADJ POP-UP SPRAY HEAD V .70 30 y' TORO 570Z -12P -COM -10Q POP-UP SPRAY HEAD 10' .40 30 TORO 570Z -12P -COM -10T POP-UP SPRAY HEAD 10' .50 30 V TORO 570Z -12P -COM -10H POP-UP SPRAY HEAD 10' 70 30 -� TORO 570Z -12P -COM -1 OF POP-UP SPRAY HEAD 10' 1.50 30 TORO 570Z-12P-COM-I5-ADJ POP-UP SPRAY HEAD 10' .80 30 TORO 570Z -12P -COM -120 POP-UP SPRAY HEAD 12' .50 30 TORO 570Z -12P -COM -12T POP-UP SPRAY HEAD 12' .70 30 ST TORO 570Z -12P -COM -12H POP-UP SPRAY HEAD 12' 1.10 30 Q TORO 5702 -12P -COM -12F POP-UP SPRAY HEAD 12' 2.20 30 TORO 570Z-12P-COM-I5-ADJ POP-UP SPRAY HEAD 12' .70 30 TORO 570Z -12P -COM -150 POP-UP SPRAY HEAD 15' .90 30 TORO 570Z -12P -COM -15T POP-UP SPRAY HEAD 15' 1.10 30 V TORO 570Z -12P -COM -15H POP-UP SPRAY HEAD 15' 1.70 30 (D TORO 570Z -12P -COM -15F POP-UP SPRAY HEAD 15' 3.60 30 TORO 570Z-12P-COM-I5-ADJ POP-UP SPRAY HEAD 15' .90 30 TORO 570Z-12P-COM-4EST POP-UP SPRAY HEAD 4X15' .60 30 E3 TORO 570Z-12P-COM-4SST POP-UP SPRAY HEAD 4X30' 1.20 30 EQUIPMENT FM PROPOSED DOMESTIC WATER METER BY OTHERS, SIZE AS SHOWN - DEVELOPER TO PAY FOR ALL NECESSARY FEES AND PERMITS 04 NIBCO T-113 LINE -SIZE GATE VALVE 0 FEBCO 825Y -BV -2.00 REDUCED PRESSURE BACKFLOW DEVICE, SIZE AS SHOWN SUPERIOR 950 -DW BRASS ELECTRIC REMOTE CONTROL VALVE, SIZE AS SHOWN {t� INDUSTRIAL DATA IR220B-1.5 FLOW METER W/600 TRANSMITTER © SUPERIOR 3100 SERIES NORMALLY OPEN ELECTRIC GLOBE VALVE G� RAINBIRD 33D/33DK QUICK COUPLING VALVE (SUPPLY (4) KEYS TOTAL) TORO* 8000 NETWORK 8000 AUTOMATIC CONTROLLER JeMh CAMBELL SCIENTIFIC INC. TE 525 TIPPING BUCKET RAIN GAUGE ( HEAVY DUTY MODEL) '--- - APPROVED SCH 40 PVC MAINLINE, SIZE AS SHOWN, MIN. COVER 18"; USE CL, 315 PVC FOR 2" AND LARGER. APPROVED CL. 200 PVC LATERAL LINE, SIZE AS SHOWN. 12' MIN. COVER _ _ = APPROVED SCH. 40 PVC SLEEVES, SIZED 2X LARGER THAN PIPE TO BE INSERTED, MIN. COVER AS REQUIRED. FOR STREET CROSSINGS, USE 6" SLEEVE. APPROVED SCH. 40 PVC 4" WIRE SLEEVES, MIN. COVER AS *MODEL #CTPN-SSTFONT/CTPN-RLFONT, SUPPLIED BY CALIFORNIA TURF PRODUCTS, SAN DIEGO, CALIFORNIA, (619) 793-3999 VALVE SIZING KEY VALVE # 1 jos GPM 3/4" VALVE SIZE 41111 4®a •tee°° `, PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE SHEET I -3A FOR DETAILS, SEE SHEET 1-4,1-5 FOR SPECIFICATIONS, SEE SPECIFICATION BOOKLET FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET C -3A FOR CORRESPONDING PLANTING PLAN SEE SHEET P -3A ♦1 ♦j31 SN s/ CONNECT TO POINT OF CONNECTION "C" ON BEECH SOUTH OF SUMMIT AVE. (SEE SHEET 1-3) EGVR IPROVIDATE AVE FOR ABEFORE IT CROSSES SUMMIT AVENUE o, V WIRE SLEEVE AND >® ` PROPOSED VALVES S -- IN A SPLICE BOX 'ERATE CONTRACT - TED NG PLANS TE D WITHIN SUMMIT I E. CONTRACTOR TO S REPRESENTATIVE. e 0 S .r` �0s�♦ 0�I / /s KEY MAP CITY OF FONTANA, CALIFORNIA DRAWN BY: SUMMIT HEIGHTS SCALE: DER TRACT #15839, 15840 V=30' s �® DESIGNED BY: COMMUNITY FACILITIES DISTRICT DATE: DER 10/14/2002 CHECKED BY: APP0VED DATE10- CITY OF FONTANA, CALIFORNIA DRAWN BY: SUMMIT HEIGHTS SCALE: DER TRACT #15839, 15840 V=30' DESIGNED BY: COMMUNITY FACILITIES DISTRICT DATE: DER 10/14/2002 CHECKED BY: APP0VED DATE10- DWG. NO.: s i JAF CITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/05 2896 tg PA -1 avEH� LANDSCAPE ARCHITECTURE SITE PLANNING 10630 Chruch St., Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484-2802 Richard Krumwiede Lic. #2834 AZ AZ Lic. # 2911911 5 NV Lic. # 446 TX. Lic. #1884 gyp SC APF urnWf�, X90 411 �C to e> Signa re 7-31- 4 R al Dae 0 Dat G �rF O F G R\.\ O03 z Q i CL jz 0 F - JO rq% EREVISIONS' MEDIAN REVISION DRAWN BY . s DATE' 10/14/2002 �SCNALE =JOB NUMBER' � 1-3A /SOF 19 SHTS. v C -E O ■ U i CZ CO • !V i � Cn o v _0 T O ``2 W E :$ V LL_ j Cz _C � v� U CO) E 26, 'i v Cz 0 O U i z Q i CL jz 0 F - JO rq% EREVISIONS' MEDIAN REVISION DRAWN BY . s DATE' 10/14/2002 �SCNALE =JOB NUMBER' � 1-3A /SOF 19 SHTS.