HomeMy WebLinkAbout1861-13WATER METER NO.
WATER METER SEE - ELMATM
STATIC WATER PRESSIII 100 PSI
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GENERALNOTcS
1, WTALL ALLiIND 010*rlIEsam LINES me ANY
axomm Mom PLANTMNG mwm WHEREVER POWNLE. on"
SFCM OUTSE)E SUW AREAS FOR OF GAWK ONLY4
t ALL SHALL K SELECTED Arco MISTALUD IN
"7M SrK& MC DVPXS. S SHEET NO. -
E
FOR SYM@(X DEl- dNAT1 K SIE LEOMON SHEET L -1
4, WHERE F REWURE IEdAATING VALVES AMIE IIID, VALUES ARE TO
BE ADAXM FOR OPTWUM PAESSUIRE. OR AS NOTED ON DRAWN&
L ADJT ALL SYSTEMS TO A` OV SPPAY ONTO BUM WXXS, AM ROii &
MlAlf=SY M�W01IJ�ALL.Y ADxIST 3 SPI+MC A MSAND OOKTAOI VALvm
t► AA1EA6 THAT NEED TO BE DEfN*D IN ORDEII�O DETEAAAMNE EXACT
LOCATION OF SPNICLR HOS ARE THE RESPONSIdII.fTY OF THE INSTALL94
A TO SEE 7NEV AAE DEF04D FRQR TO WWAIILIAjiOK
7. A64LILT DMWV S AND SPECT. SHALL BE ON SrM AT
ALL TMA M A34MT DRAVOM SKA LL BE U14MTED ON DALY LAM
NO sM AEV1EI4 AAE TOTE OOIrDUCTTtO 1AIR110tJT THESE
•,
AMA RECEPY94 AN NMWATION SYSTEM M LL K IME AND
VERWIED BY THE WALLING CONTRACTOR ICOR OF UE
Atm CONFKKMTM IF DWA%EPANICIES AAE POUND THAT VKX"
PRONE DETAIAAENTAL TO FINAL CONEltAt3E. THIS SMALL BE BROUGHT
TO THE OI &*M ATTENTION BEIVRE PWALLATION. BY FA LMKi TO
DO = THE CONTRACTOR MAY BE RE MSW POR ANY ADA T -
MEWS RBo--N 111
HYDAM L IC
CALCULATION
R..r. I
FRI9jIO9 LOSSES
Is NETER (76 G. P. N.J
4.5
20 BACKFLOW PREVENTION UNIT (76 G.P.M.)
10.0
20 CONTROL VALVE pR G.P.M.)
2. S
2-1/2• COKER MAIN LINE
.S
2-1/2' MAIN LINE (1120 FT.. 76 C.I.M.)
13.5
LATERAL L III[
8.0
MISCELLANEOUS
4.0
FRICTION LOSSES 2A -TOTAL
43.0
SPRIOMER NEAP RESIDUA.
50.0
TOTAL P. S. I.
93.0
CITY 1NATEA PRESWK
I" P. S.1.
REGULATED MATER PRESSURE (DELIVERY)
100 P. S. I.
MAIL FRICTION LOSSES
43 P. S.1.
l
RE'MAINIRG S7 P. S.1. FOR SO P. S. I.
06
NEEDED AT SPRIiN.KLER MEAD.
WO IC
CALCULATION
R. L 9. 01-10
FRICTION LOSSES
to METER (W G.P.M.)
S.0
20 SACKFLOM PREVENTION UNIT (B7 G.P N.)
10.0
20 CONTROL VALVE (87 G.P.M.)
3.0
2-1/20 COPPER MAIN LINE
•s
2-1/2' MAIN LIME (810 FT.. 87 G.P.M.)
13.0
LATERAL LINE
8.0
MI SCELLANEOUS
3.5
FRICTION LOSSES 50 -TOTAL
43.0
SPRINKLER HEAD RESIDUA.
50.0
TOTAL P.S.I.
93.0
CITY MATER PRESSURE
160 P. S.I.
REGULATED MATER PRESSURE
100 P.S.I.
TOTAL FRICTION LOSSES
43 P.S.I.
l
*MINING 57 P.S.I. FOR 50 P.S.T.
06
NEEDED AT SPRI LER ME.AO.
SYSTEM DESIGN CRITERIA
• srsror oEsia+is WSW a+ wo ru uswo n arx
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. PnnEssunE DATA was OBTAINED FROM otCaMdraA COUP 1'TY
NMTER DIM TtICT QV CARliOS FlMYIIE!
oN 1.9-89 _ wHose "low WNW a (7Kl
• OONRRI1CTOf11s TO VEIIIFI/ TNS SEf'OIIE NrSTAllAT10N /
DATA VARIES FROM PREVIOUS MIFOFiMAT10K CONTRACTOR IS TO NOTIFY
OWNER FOR NiSTRUCTIONS. FAILURE TO 009000ULD RESULT M
CONTRACTOR BEING RESPONSIBLE P011 CFMNGEiTHAT MIdfT000tMI
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