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CALCUTAT I ON
R.C.Y. 011-30 .
FRICTION LOSSES
20 METER (70 S. P.M.)
4. S
20 IACKFLOW PREVENTION UNIT (76 6.►.M•)
10.0
20 CONTROL VALVE (78 C. ►. M•)
2.5
2-1/20 COMER MAIN LINE
.5
2-1/2• MAIN 1111E (1120 FT., 76 G.I.M•)
13.5
LATERAL LINE
8.0 .�
MI SCELLANEO•S
4.0
FRICTION LOSSES W9 -TOTAL
43.0
SPRINKLER MEAD RESIDUAL
50.0
TOTAL P. S.I.
93.0
CITY WATER PRESSURE
160 P. S.1.
REDILATED WATER PRESSURE (DELIVERY)
100 P. S.I.
TOTAL FRICTION LOSSES
43 P. 5.1.
NEMAININ6 57 P• 5.1. FOR 50 P. S.1.
NEEDED AT SPRINKLER MEAD.
EXISTING CONDITIONS � :-ii:• w►iN LINE (ew FT.. 67 6.110.1k) 13.0
SEPTEMBER 17, 1991 LATERAL LINE ,.o
FIELD CONDMONS DOCUMENTED 8Y: 1SCLANEOYS '.s
MARINA CONTRACTORS fR,CTio. Losscs 90 -TOTAL 43.0
S►IUM14ER MEAD RESIOUK 50.0
TOTAL x.5.1. f3.0
RECORD DRAWING CITY YATEe PIRES911E 160 P.s.1.
THE INFORMATION ON THIS DRAWING IS OBTAINED FROM 140LATED YATER MIfS9111t 100 P. S. i.
OTHERS AND tiNJST BE VERIFIED IN THE FIELD 8Y ANYONE 701Al FRICTION LOSSES N ►•S.L
PRIOR TO USE OR CONSTRUCTION. LAND PLAN DESIGN GROUP
IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS RE1MiMiK S) P.S.I. X011 50 P.S.I.
> OR DEPICTIONS ALL ABOVE GROUND FACILITIES CAN BE NEEDED AT SPRINKLER MEM.
READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND
TO USE THE SAME.
GENERALNOTES SYSTEM DESIGN CRITERIA
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P CONSTRUCTION NOTES • PRESSURE DATA WAS O8TANMi11p1 CrAIsMA AMY
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DRAWING NO.: 1295 SHEET NO. =33 OF 37