HomeMy WebLinkAbout3658-4�o
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DIMENSIONS, MAIN LINE NOTES, NEW
13 A-8 DRIVEWAY LOCATIONS AND ACTUAL
SLEEVE LOCATIONS ADDED
3/4'
,P G Q . 1 �
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14 111
3/411/ 1„
Ale 1-114" 3/4
A-19 22
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INSTALL MAINLINE 12" FROM 3/4" • • `'
BACK SIDE OF SIDEWALK IN •
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3/4
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3 00 411
0
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1 11
0 PRESSURE LOSS CALCULATION
NOTE: MAIN LINE & WIRES 0•
RUN V-0" BEHIND 0 METER: ELEVATION
SIDE WALK, TYP.. VALVE NUMBER (34 GPM'S/ ELEV-1670) A-1'
METER LOSS (2") 1.(
240 �•le A-9 BACKFLOW LOSS (2") 12.11
111 0 / / MASTER VALVE LOSS 2.(
FLOW METER 0.!
Q ems° 111 % / �p / MAIN LINE LOSS (3") 1.1
27 A-10 VALVE LOSS (1) 1.1
SIN It LATERAL LINE LOSS 1.1
-1/2" 10% SYSTEM LOSS 1.!
00, 1-1/2" A TOTAL SYSTEM LOSS 20.,
34 -11 HEAD REQUIREMENT 30.1
TOTAL PRESSURE REQUIRED 50.,
II It ELEVATION PRESSURE GAIN 5.1
3 1-1/4" IAAVAILABLE STATIC PRESSURE 56.1
RESIDUAL PRESSURE 10.,
3/411
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PROJECT LIMIT LINE
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3/4
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c+14 DIMENSIONS, MAIN LINE NOTES, NEW
eDRIVEWAY LOCATIONS AND ACTUAL
A SLEEVE LOCATIONS ADDED
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DRAWN BY:
COYOTE CANYON
SCALE:
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STREETSCAPES PHASE 1
DESIGNED BY:
DATE:
CHECKED
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DWG NO.
#3658
R.C.E. 51152
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NOTE: REFER TO SHEET LI -7 AND LI -8
FOR NOTES AND DETAILS
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• SHEET TITLE
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IRRIGATION =11
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