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HomeMy WebLinkAbout1659-1WATER SOURCES (CC.W. D.) PROPOSED RESERVOIR 2C (TO SERVE ZONE 1E AT ULTIMATE BUILDOUT) WATER ELEVATION = 1410 EXISTING RESERVOIR 3C (ZONE= RESERVOIR TO SERVE PHASE I CONSTRUCTION) WATER ELEVATION = 16471 v .�.r . . r.r-nrrrn�/f%1d 7_ I 7 7A 17nAIC IT i ` ,�L'OTE' �i`�E-�.5�/�E f�EGI./LATO� !/ALI�E..S•' TO BE p/s�17�Y/YE�T�O AT L/LT//If�lE BU/LGYJI/T rvL��P�,�-sem/J/f WATER DEMAND PEAKING FACTORS RATIO Muximum day Average day Peak hour Maximum day Peak hour Average day . "' 34 OU U X15,2 A C � 2-600 i GAL/AC A0 ¢000 GAL/,9C�4VG , ,4Z , 40 PEAKING FACTOR 1.75 3.50 2G, 740 644 1.10E .:.�,, FLOW= /.SOO GP � 3 U 4 000 GAL/AC 4V6. W v~i „ 649 000 GALA PHASE r w IO �,yASE �' OF „ 3 VY .. W as FO0TH1LL B0ULE V A 11 ) wan NNOW"N"04" w, C710 ,BEA VA/LABLC Q AT�_&r11V.4 ',E WATER DISTRIBUTION SYSTEM DESIGN CRITERIA L3U/L,0011T � FIRE FLOW REQUIREMENTS BASED C.C.W. D. MASTER PLAN ON ISO REGULATIONS. c.C.W-P 111i,4sT.r� f'LAIV (By James M, Montgomery, Consulting Engineers, 1982 ) I.- DISTRIBUTION MAINS .Sized to carry the greater of peak hour demand or MDD LAAL' USE FLO%q.p.m. plus fire flow, Maximum Head Loss is 201per 1000'; Light Residential 1 500 Maximum Velocity is 10 f.p:s. ( Waterline sizing by C.C.WD.) Medium Residential 1 500 ^ i1" Factor = 120 Heavy Residw-Aal 3000 2.- SYSTEM PRESSURE Mliinimum non fire 30p.s.i• Commercial 3000 Minimum fire f low 20p•s.i. Ligfi3 Industrial " 000 3: PRESSURE REGULATOR Capacity necessary to meet peak hour or maximum day Heuvy in lustrial 5000 ASSEMBLY plus fire flow demands, School 3000 .��, roasts SAL AOF 2 A _3(9,100 GAL 1449E F/Fi'L- FL O/iY- X000 G A'1 WMMM M Znwww R a moom as as J WATER SOURCES(S.G.VWC.) 0 _ EXISTING ALDER RESERVOIR_ �- WATER ELEVATION =1f 5--b'-6- FOOTHILL RESERVOIR EXISTING W/_ BOOSTER STATION WATER ELEVATION= D k� Q V ILLAGE OF V HERITAGE <w WJ Q CITY OF FONTANA -J W BD Fontana West End Venture Land/Plan/Design Group O� 00'. NORTH LEGEND RESIDENTIAL DU/AC _- LLow 4.5 �M Low Medium 1 5.0 LM2 I Low Medium 2 6.0 1 M Medium 8.0 H High 12.0 COMMERCIAL cc Community Commercial vc Village Commercial W ��" �yAsE� wA/„ OFFICE/INSTITUTIONAL - .. /6 " WA75RZIN,,z FIRF011W - A1/07E.' G7;,'Us ,Q VENUE TD.fe- EG/M/iVATEOOelellVb laF�-s�r�� BUSINESS PARK ,SHA S E IL cONs T.P UG T/O,V Light Industrial/Service [�BPLight Industrial BP3 Rail Service Industrial BP3N W "' PUBLIC/QUASI—PUBLIC Q P_ _l Schools(3) Q 3000 GAZIAC_ -AVG . / 95,000 GAL 1,401= PiQP_ Park/Other Open Space 2�0 mop 4•4�. A vF F/i>�E FLOWS v��c� % �M. cv Civic Uses Major Roads s—W �2 — Existing 12"Waterline M -- W 8 Proposed 811 Waterline ss^;?� °� II1111111111111111 Pressure Zone Boundary / ^ (12 80) Existing Elev. (Approx.) N 243 f -n 9/30/89 75/2"- 1 -PWA SE / 3000' 6ALIA C .- AVG .3 0, 000 GAL AC? C/IFC FLOAT = -3600 GPIW @ 2p Ps1 ( T,4,r'G,ET .5 TOiFFl N 1750 GPM @ 70 /s/ h ,oyAsE / 3000 GAL1,4G - AV& . 290 &AL AOr' �tiv s ���� N � BP3 Z' 3 F/F2E FLOW = X000 G.�iv/ I G 17,12 AG 70 .3000 GAL1,d C -.4VG 3000 G,4L�Ac-AVL . S1,960 GAL /4O/= O©a Z-'4', 4C AV4, 50, / 90 4 A Z- 4QO 4�v L. A.41,=� F/�� FL DLV= 50oDGPM,/ FL'0w5aaa .3000 GAG1•4C - AVG". m/-= .500o G. /-?/vl a 14,790 GAG API- u q � F/f?� FGG6t/= 500o L�.PM f� 4, 9. AC.. 37.43 AC 418 A G 8 u � k4 � '1 ` 0 h 7 3000 L.4�/��= v�,• �� itt�t�t�tit� . 000 GAL1,gf.-4116 �� 30g0 GALAG �9l�G MIR- 4,01 L�AL. vF h 2/, 5/0 6,41 ADSs,:N 29, 580 -,41- AOF �'/FFA Ic-z"MI-5"o00 ZAP"� 3 ' /RE FLOW=s"OOD F/RE FL E X 5 2 D / 5 A 2 O) AL. c V4. opo .4 3 /i ��� X930 GAL. A.DF F//rE /-21,0141'5p00 DATE APPROVED �� NOy 8� DATE APPROVED v J8 Q BY r� Y f�