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HomeMy WebLinkAbout6094-51860. PRavweo cRAOE - 1860 1640. PL �. HCL- 1640 ------------ TO M �. De� 0lCFs _ �C eEPS 1820 lioorel L -- t� - �.� 2z0 D 1620 _ L �s - BYPASS STORM DRAIN laoo oINE'C' laoo a - _SIw EGRI- L SCALEFORIZONTAL 1 _2O m-- 10+o() - ✓ 11+oo ',.. 12+00 ',.. 13+00 ',.. 14+00 ',.. 15+o0 ',.. 16+00 ',.. 17+00 ',.. 18+00 ',.. 19{ oo ',.. 20+00 STORM DRAIN DATA BEORINGODEFR, LENGTH RADIUS SOPE REMARKS CONSTRUCTION NOTES 14 RIP, - STORM DRAIN MANHOLE PER Cm of FONTANA STANDARD PLANS NA 3012 - OGIR IV RIP £ PROPOSED BD RCP STORM DRAIN SLOPE PER DATA TABLE 31 N14'41'29'W 10.0000 53.6T ~- ti O.S99 60" RCP STORM DRAIN MANHOLE PER CUT OF FDNTFNA STANDARD PUNS NA 3011 © 0 STORM DRAIN PER SEPARATE PLANS BE RIP 4125W 00000 23.91 60 RCP TE UAL 54' STORM DRAINS (D-15GO WITH BEDDING AND TRENCH PER U A UNTO, 34 NIPU 20W ,0.0000 69.D6 — O WD 50' RCP NS ® PUBLIC WORKS S1D 308C-2 CASE 3 WITH 12' SEPARATION BETWEEN PIPES ) T NI4'31'19'W D-00832 8620' 103].34' O.S99 80" RIP L O TRANSTIAN STRUCTURE SINGLE RCP TO DOUBLE RCP PER DETAIL ON SHEET 8 ) IP28'58'W 2G1 84 402 04' Q N 01' 2]11. 37 SEE SHEET 4 P o D 1501) l I! IS 20 e ml ` I Io I i 1 V I 1 8 I ' 01 Te I R�2a -�_ ---, LOT N: "''P- "m' V - n wIF Y {EK SFFAII IN 0 4 UG 51 - ,oe u 3 T 1 a 2 2 B STREET. � u 1 a R 31' �� IN_ BE 424 1 Dl- GO (om 4G G 2D 4G 8G � ���� - SCALE , PC � , ���- �� 1 �"� 1 SE_ HEFT , � H' z sHouLD CONSTRUCTION OF THE REQUIRED P a J-, Tne P Rio, Of CITY OF FONTANA, CALIFORNIA �W_ L) ��r/1G II flll�(S +III JN �� IMPROVEMENTS NOT COMMENCE WITHIN TWO �`T T. o BYPASS STORM DRAIN PLAN FUSC E !J!S �1 F,IIs of THE DATE of APPROVAL SHOWN HEREON DINL AND CARRIED FORTH IN A DILIGENT MANNER, THE R�Ts� MONARCH HILLS TM 20010 eeFolze an ENGwEER MAY REQUIRE REVISIONS TO THE ,a3 �� R BYPASS STORM DRAIN 10/21/2— as o3a YOU DIG _ PLANS TO BRING THEM INTO CONFORMANCE WITH s9>£P�"11 oS` e FIR M. III FAR STANDARDS IN EFFECT. 2 e E wa N r+*a ,.�,crz'�r�"aTE.lmlmzazl 6094-5