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HomeMy WebLinkAbout1858_l-3SEE SHT. L-4 t �. iN 41o* 46p4se>. now, 21* o^oo _ --M— i� _ -\ ci v� •, 1 o vili \ � 1 �� SEE DETENTION BASIN SHT. L FAR ADDiTIANAI MRIGATION SYSTEM � e• b i I II i 14 o� iiii .,o _ \ • TYP RIP P U111M M ill A r r iT �i � • . s D +JEL 1i�41c?fi1H... �� _BASELINE ROAD. 1 ?1LAV" NAl1CftdlfR�llO lw� NO. 1 <S A-! 4 X 1• e • �, 4_ I DESIGN CRITEAIA . STATIC WATER PRESSURE. MGH: JZO LOW: TYPE OF WATER: IYIAXI1fIlUM G.P.M: LOCATION OF WATER METER HOW TYPE OF sACKFLOR: FRICTION . LOSS (P11 LOSS ELEVATION OF WATER SOURCE: I4• METER SIZE: ��Zf SERVICE SIZE:._ ��13Go NAME OF WATER SUPPLIER: it*� - a DATE OR INFORMATION: I' c 8Y WHOM: �"F p' PHONE NO: eAjjv 11 ft7 PSI • tacicflow ets tce �t ©` 'w' f l eva t 1 a" Charges n 1 Pipe �s n 1 •al"s, r1 tt Ings, Mf scellanems- • NIpX4' PSI C, total PSI �I �IN6 dILC G�jC `/DWC4 PSI �aNG�IJGRn .. Original PSI (Static) IH6�UcpG W/VeNCi�l- Kf, �FIG�a3tJi� PSI WIN'IFIS . Less Total PSI Loss PSI � � �qua1 s .. U111M M ill A r r iT �i � • . s D +JEL 1i�41c?fi1H... �� _BASELINE ROAD. 1 ?1LAV" NAl1CftdlfR�llO lw� NO. 1 <S A-! 4 X 1• e • �, 4_ I DESIGN CRITEAIA . STATIC WATER PRESSURE. MGH: JZO LOW: TYPE OF WATER: IYIAXI1fIlUM G.P.M: LOCATION OF WATER METER HOW TYPE OF sACKFLOR: FRICTION . LOSS (P11 LOSS ELEVATION OF WATER SOURCE: I4• METER SIZE: ��Zf SERVICE SIZE:._ ��13Go NAME OF WATER SUPPLIER: it*� - I'm for'ruture Growth DATE OR INFORMATION: I' 00 8Y WHOM: �"F p' PHONE NO: eAjjv 11 ft7 PERA COURT 00 Ito, i ?v1u mitt Al POINT O! CONNECCTION (P . O . C .) : 'J "� ulW PROPOSED 1h" MATER METER BY SAIL GABRIEL VALLEY MATER DEPT. EXISTING STATIC WATER PRESSURE 86-120 PSI PER CITY MATER DEPT. SYSTEM DE— SIGNED FOR 88 PSI AT 55 GPM MAX. CONTRACTOR MAY RUN 2—VALVES AT ONCCE, NUT, DO NOT MCEED 55 GPM MAX. CONTRACTOR TO VERIFY P.O.C. AND EX— ISTING STATIC PRESSURE BEFORE STARTING CONSTRUCTION. CONTRACTOR TO _ PRESSURE REGULATE TO 88 PSI MAX. USING A MILKINS MODEL 600 PRESSURE REGULATOR. . � a.. ��.... r...���♦�.. �sa�a� �,.� � �s�r � ��.�:moi... �.�. RL AL AL _AL AL ML #Viso M t 1 f�ruto . wit.XIII pr - NIP V. MEN •-•---.... _ � ` �, qtr I � elf, Nw y 0 ra i SCALI IRRIGATION LEGEND . MM NO, i i A • w P..m Leo tou ?446 FRICTION . LOSS (P11 LOSS I M rAtv%H ��13Go B2oY- � `- - I'm for'ruture Growth Pp u�eIzclF�ow = 00 VaterMettr 'MUN PSI J t tacicflow ets tce :. ©` nl f l eva t 1 a" Charges n 1 Pipe �s n 1 •al"s, r1 tt Ings, Mf scellanems- • NIpX4' PSI total PSI Loss �IN6 dILC G�jC `/DWC4 PSI �aNG�IJGRn .. Original PSI (Static) IH6�UcpG W/VeNCi�l- Kf, �FIG�a3tJi� PSI WIN'IFIS . Less Total PSI Loss PSI � � �qua1 s .. • . �•%c K1 1)0 L Minim.; -to ra rthes t IM •u Hrn!,P001 PERA COURT 00 Ito, i ?v1u mitt Al POINT O! CONNECCTION (P . O . C .) : 'J "� ulW PROPOSED 1h" MATER METER BY SAIL GABRIEL VALLEY MATER DEPT. EXISTING STATIC WATER PRESSURE 86-120 PSI PER CITY MATER DEPT. SYSTEM DE— SIGNED FOR 88 PSI AT 55 GPM MAX. CONTRACTOR MAY RUN 2—VALVES AT ONCCE, NUT, DO NOT MCEED 55 GPM MAX. CONTRACTOR TO VERIFY P.O.C. AND EX— ISTING STATIC PRESSURE BEFORE STARTING CONSTRUCTION. CONTRACTOR TO _ PRESSURE REGULATE TO 88 PSI MAX. USING A MILKINS MODEL 600 PRESSURE REGULATOR. . � a.. ��.... r...���♦�.. �sa�a� �,.� � �s�r � ��.�:moi... �.�. RL AL AL _AL AL ML #Viso M t 1 f�ruto . wit.XIII pr - NIP V. 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