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HomeMy WebLinkAbout3379-19 505'-0" TO CONTROLLER LOCATION FROM FACE OF CURB. 1 14iE Q 3/4" iW PSI: 70 DATE: 7-24-2000 AGENCY: FWD PHONE NO.: (909) 822-2201 CHECKED BY: RON THE IRRIGATION EQUIPMENT IS SHOWN IN THE STREET/ HARDSCAPE AREAS FOR CLARIFICATION ONLY. ACTUAL EQUIPMENT SHALL BE PLACED WITHIN LANDSCAPE AREAS. VALVE BOXES AND EQUIPMENT INSTALLED ABOVE GROUND TO BE PLACED IN SHRUB/ GROUND COVER AREAS WHERE POSSIBLE. P.O.C. AT NEW 1-1/2" METER & NEW 1-1/2" BACKFLOW PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, THE CONTRACTOR SHALL VERIFY STATIC PRESSURE a— AT P.O.C. AT 70 P.S.I. SHOULD PRESSURE BE BELOW I Il I �8 THAT, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED. 314" I 3/4" 1" MAINLINE AND LATERAL LINES TO BE SLEEVED UNDER ALL DRIVEWAYS AND WALKWAYS. Lq* MU ^ 9 4 26u 3 161'-0" TO METER LOCATION FROM FACE OF CURB. METER #56711627 51 �1 3 MAINLINE LOCATED 1811- 24" 4 BEHIND SIDEWALK N z Q ION 3'UL;4IUL" 314" O � 3/4" 3/4" 3 3/4.. J m 13 a- 14 35 1-1/4' E 3/4" 314" T r� PRESSURE LOSS CALCULATIONS: EXISTING STATIC PRESSURE: 70 VALVE NO.: 1 COMPONENT SIZE GPM LENGTH LOSS/100' NET LOSS WATER METER 1-1/2" 35 - - 2.50 COPPER SERVICE 1-1/2" 50' 5.18 2.59 B.F.P. 1-1/4" - - 9.00 MAINLINE 2" U 850' 0.90 7.65 R.C.V. 1-1/4" - - 2.70 ELEVATION - - - - LATERALS - - - 5.0 SUBTOTAL: 29.44 25% FITTINGS: 7.36 SPRINKLER: 30.0 TOTAL: 66.80 MAINLINE LOCATED 18" - 24" BEHIND SIDEWALK 1 3 3/4" 3/4 3/4" 314" 314" Q 0 N N 314" - 314" 314" 314". ALL WORK TO MEET OR EXCEED STATE & LOCAL CODES & INDUSTRY STANDARDS. WRITTEN DIMENSIONS TO PRECEDE SCALED DIMENSIONS. HEMLOCK AVEN U E 2" GATE VALVE AT STUB OUT FOR EAST SIDE OF HEMLOCK LANDSCAPING FOR SOUTHERN CALIFORNIA HOMES. SLEEVE MAINLINE UNDER STREET. PULL 4 CONTROL WIRES FOR VALVES AND SLEEVE ALSO. El CITY OF FONTANA REQUIRED NOTES: INSPECTIONS: b3 4 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND 3/4" 3';4" CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. N N 0 3/4• 3/4" 314" 3/4" I �l 1. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ENGINEERING DIVISION'S LANDSCAPE INSPECTOR 48 HOURS PRIOR TO DESIRED INSPECTION OF AN ITEM A (909) 350-6633. 2. PRIOR TO RELEASE OF UTILITIES OR MAINTENANCE PERIOD COMMENCEMENT THE FOLLOWING INSPECTIONS ARE REQUIRED: PRE CONSTRUCTION MEETING INSPECTION OF IRRIGATION SYSTEM IN OPEN TRENCH CONDITION (PRIOR TO BACKFILL). MAINLINE PRESSURE TEST @ 150 P.S.I. FOR A THREE (3) HOUR CONTINUOUS PERIOD. IRRIGATION COVERAGE TESTS INCLUDING INITIAL AND FINAL TESTS. FINISH GRADE PRIOR TO PLANTING. PLANT MATERIALS PRIOR TO PLANTING AND SOIL PREPARATION. PLANTING, INCLUDING STREET TREES. CONTACT THE PARKS PLANNING AND LANDSCAPE DEVELOPMENT'' SECTION, ENGINEERING DIVISION, FOR SPECIES AND FINAL LOCATIONS. COMPLIANCE WITH APPROVED PLANS. FINAL INSPECTION. 3. THE OWNER'S REPRESENTATIVE ND LANDSCAPE CONTRACTOR SHALL BE PRESENT AT EACH INSPECTION. W 1 Z wCARTER A. VENUE �- `Q HIGHLAND CHANNEL 12 11 HEMLOCK AVENUE 35 1- UNDERGROUND UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING OR VERIFYING LOCATIONS OF ALL EXISTING UTILITIES, AND FOR PROTECTION OF SAME. DAMAGES RESULTING FROM HIS WORK OR THAT OF HIS SUB -CONTRACTORS SHALL BE RESTORED TO ORIGINAL CONDITION AT THEIR OWN EXPENSE. CITY SHALL HAVE THE FINAL SAY IF REPAIRS ARE TO BE MADE BY CONTRACTOR OR OTHERS. SLEEVING IS LOCATED 19' IN - FROM FACE OF CURB. 1- 611 SCI 40 MAINLINE SLEEVE AND 1- 2" SCH 40 WIRING SLEEVE. STATION NUMBER GALLONS PER MINUTE VALVE SIZE DETAIL/SECTION NUMBER SKEET NUMBER Q � cn w v o C7 J m U H T �I EXISTING HIGHLAND I AVENOV 17 41 , SOUTH HIGHLAND AVENUE z W wQ w _ m Project WA NL UT AVENUE p Site BASELINE AVENUE VICINITY MAP N.T.S. 5CALE 1 "-20' zv) o � cn w v w w U7 • zv) o � cn w v w w U7 DATE. 7/17/2000 JOB NO.: 99-36 DRAWN BY: L.K.D. REVISIONS: REVISED SIDEWALK LAYOUT 1/8/01 SHEET NUMBER: 1 OF:6