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HomeMy WebLinkAbout2908-1i K, 0 CL' 0 J J Li m 1/4"A 3/4w Am r 111L0CD v 0 V....... C ICIC' RAW 3/4' 314w 3/4" 3/4" 3/4" " 39.. 3/4" 3/4" 3/4" ;r 3/4" 7 3N" 3/4" 314" 31! 3+W 3W I.L ' ti ti 3N" 3/4" 3/4"4151 --enrs .7 PSI: 71 DATE: 7-242000 AGENCY: FWD PHONE NO.: ("9) 822-2201 CHECKED BY: RON r� r � 5 4 19 1.1/4 HEMLOCK AVENUE 35-va 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. L '• P.O.C. AT NEW 1-1/2" METER & NEW 1-1/2" BACKFLOW • PRIOR TO INSTALLATION OF IRRIGATION SYSTEM MAINLINE AND LATERAL LINES lbr 3W THE CONTRACTOR SHALL VERIFY STATIC PRESSURE TO BE SLEEVED UNDER ALL ti .. AT P.O.C. AT 70 P.S.I. SHOULD PRESSURE BE BELOW DRIVEWAYS AND WALKWAYS. • THAT, THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED. -3i4 3/4"�= %4' 2" r' 3 ; 2 1 i 14 �-va 15 i -i/ 3S i -v PRESSURE LOSS CALCULATIONS: STUB OUT FOR EAST SIDE OF CITY OF FONTANA REQUIRED NOTES: EXISTING STATIC PRESSURE: 79 VALVE NO.: ! HEMLOCK LANDSCAPING. COMPONENT I SIZE GPM LENGTH LOSS/100' mi NET LOSS WATER METER 1-1/2" 35 — — 2.50 COPPER SERVICE 1-1/2" U 50 5.18 2.59 B.F.P. 1-1/4" — — 9.00 MAINLINE 2" 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 SLEEVE MAINLINE UNDER STREET. PULL 4 CONTROL WIRES FOR VALVES AND SLEEVE ALSO. 'y 9 S 1 3 00UP ' 3/4" 3/4" 3/4" 3/4 -43 4w " a C 4" 3/4 .. 3/ " db 314" 3/4" till- 3W 3/4" 3/4* u 3 3w 3T va z lm"qL �� ��4rq�m-L �� �� I I I - L -14 - .� 10 \1U-114 ALL WORD TO MEET OR EXCEED STATE & LOCAL CODES & INDUSTRY STANDARDS. WRITTEN DIMENSIONS TO PRECEDE SCALED DIMENSIONS. UNDERGROUND UTILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING OR VERIFYING LOCATIONS OF ALL EXISTING UTILITIES, AND FOR PROTECTIO .) F SAME. DAMAGES RESULTING FROM HIS WORK OR THAT OF HIS SUB -CONTRACTORS SHALL IlEl- RESTORED TO ORIGINAL CONDITION AT THEIR OWN EXPENSE. CITY SHALL HAVE THE FINAL SAY IF REPAIRS ARE TO BE MADE BY CONTRACTOR OR OTHERS. HEMLOCK AVENUE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO STATION NUMBER GALLONS PER MINUTE VALVE SIZE DETAIL/SECTION NUMBER SHEET NUMBER INSPECTIONS: k] 1. IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ENGINEERM 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 LOCA'T'IONS. COMPLIANCE WITH APPROVED PIANS. r 1:F.I151:f, ITJ a --i -0-101 :A 3. THE OWNER'S REPRESENTATIVE AND LANDSCAPE CONTRACTOR SHALL .BE PRESENT AT EACH INSPECTION. w EXISTING HI w D z Q CHANNEL N Z W Q U W W Project Site BASELINE AVENUE VICINITY MAP N.T.S. SCALE I "= 20' IS' F ".�■*Moo A �f U a� %—owl act U� a UAw air•«-� "•� �O Q go i O r sty � O � --- t^ DATE: 7/17/2000 JOB NO.: 99-36 DRAWN BY: L.K.D. REVISIONS. REVISED SIDEWALK LAYOUT 1/8/01 SHEET NUMBER: 1 A �f U E-+ U� a UAw �O Q go a O W � O � aU W a 0 O A 0 w Q4C�U� DATE: 7/17/2000 JOB NO.: 99-36 DRAWN BY: L.K.D. REVISIONS. REVISED SIDEWALK LAYOUT 1/8/01 SHEET NUMBER: 1