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HomeMy WebLinkAbout5575-10 r ■-_-■ �"il ••'1,,. •'wil _ Ti ll •%ypiTarCb7 `L'tj. - I � ,r�. ' 1-W .77.---77-r-- 1:'• F. •. 3: DIA. ''4U CONSTRUCT G� r^T - ;Tr ire , • 3; i �; ►;, ��R�►1 Nt CAN. & C SIM -- I JOINTS 40 LF • •, . CAN C STEEL PIP£ GMT■ � nmar v '•u. CAN. & C , » ' "�i,�/`••a....►3 c.�Iti:.,rr ' ' • �OR•.LT�ICI �.t iu � rola - 140 .�•., ►• r , a Q K�.1.71: iK 1 1 F CAN & C �� PIPE ALT. OZtC:iii k•BIL ►111�a;`, `• • • �ira1 1 • DIP. JOINTS) ,lu �► • D.LP. -ON • ■■ OLP. w, ►t3l�li D ' �' ► • ►T�■■i�/11 '�� ., '�''' • ________________•r■■ ME fir ■■■ w/ ',x, . _EIMMErtralltanew/ • ■■ ■■�■■r■ ■■■r■■ rra, S ■Min • 111 ME MEM MENIIIIIIWAMSEEMENNEJEP' I stai _■■ ■■_■■ 7►: . P:, ,., ■■■Myrf . :► •1_ : N ....Pc STA. 79•+07.►► , ■■■■■■ ■■■■■■■■ ■■■■�_at -- Ire■. :. - w q1. 0 _ ST. + ,- - , • ■ �■■ ■■_■■�■ ■■■•ESE NM ��■ 41■ To _ WIN 111.1ErAD Ina •,�aa.: n t• `50 GrtwErmirAK 5771A5F60.• Cli ..r??::__:._.I M•• • . , Ian ut �na, GRADE BREAK' 2 • es.....rays . • • mow■• •■■��■■�■■�■■■■i•BIIIRSIIIIII _____•Llys►ion i _ NE 1111 ■ EllatAtilialfil 1 ( ,,?:. .4' .. . _ 1•1111211■_• MIEE■■_• ■■ s ` iRf! r ° iv, ati S=°.0070 _ \'' CO ■ :15 U_ tA■■�■ ■■■sziw _r' 9?s¢�y� _ _ ■ _fit E mr° 1111115111111111•11 ■■■ VZ ■ �E ■■■�■�■t=mir_�i ■, ■■■V.■L _■l■■■�■•r- ■ t� • ■ irmaniausionsto um im 5.-.0- ., Erma; rale. ■Sain ■■ ■ ••■__II■ Q Illigaill .11111111a. MINMall sonste • man in •■■■■•■• ■■■ •I.__, snot sii in ion 7f,re patsy ■ - ■ ■■_■■ Nom■ ■���•■ ■■�■■�■ no ii TEST�*6i u) ►T a N A _ , s • fill • ■■_■ ■■■•■■ -- . . . . ■■ • •■ ■ • ■ _■ ■ ■•■■ • . ■ ■ ■• ■■_� ■■■•■■ • : • ■ ■■�■■�■ ■■■•■■ • ■■ ■■_■■ 1111=111111 • - - . - . - _ - - SCALE: ■ ■■_IMI�■ ■���■■ ■■ ■■�• _ - _. - ., - HORIZ. 1" = 40' • �■ ■■ I I�• • VERT. 1" = 4' • 70+00 71+00 72+00 73+00 • 74+00 75+00 76+00 77+00 78+00 79+00 80+00 CONSTRUCT 36' 1 �I sr ce, CITY OF FONTANA CML AND C STL PIPE STA. 79+00.00 0 STA. 74+00.00.0193. .37 p1 x x933.55 CPQ ‘11441�J �A �l,J 933.21 93 932.68 932 932.<<• x9g,Ojs•15.00 x93-.15 OPTS x932.1.1 Q 2 m� x934.14. . 13.14 x 932.44 x A ... y CIO x - STA 75+80,00 ,� • 4.09 •x ,1' 935 x _ _ ' CO6' BLOW • � `� � ® .z _ ����..��^,'�'� f.,-T ;L�''!/�•�®�cr�--.•._ . x �c ! a�ai.��r••.�: O iifai11}7 _ • rsa 4l :-�. v • - • • o . • ;. • • • • . . �i�r.w•�.a.��•=•I•=v.�.e.,�; _ • i • '1r ny.• • • .� A�� if . :'-Jr'-�,...� ��-�+-r��>4c .��J• 'r'�i-!__ _ ems.. 1�. �� �r�7■C�7��,i�►��arT� n�iZ�i�aw >.�:' �i•�E� rIc�ar�a�� a:rr>.._u=�� C�iswc:a�� __ lir . _ 1 gg rte 934.64 I� O Thrign - :. 1= / 'S 4) orinaderp-7 x ."-- x941.32 t a Z '9 ' �, �� So GW k �w - 16"W 16 ej 16'W t6'W� _ 1 W t ..cam . q r• 936.42 80Z 931.47 0fJ N89 50 01'E _ -g Wm .. 72+00 �C\iE • r � �. . x = -- _ _ ,, ;,,, _ �� 1rNRw • trNRw � �� Tit" ilor1rNRW �_�,u �N� ;;,;�• � W p� �► � swGlrs w��w_ mat- - 44 3� x .� T�' • � 50 •34 25 x935.29 - W Q LLI wirminriss, x931.5 = a 935 0 0936.45 '�C 934.6 Co IN l��I _ 1-.-zt v7 ' s_��ANE . ! '•_ ` x931.19 ._��' 25Ilir 34.07 936 V to .,.... - gyp ibI H �' tau.cp .. x930.83 •x' 0.44 9 • 1 930 x9 - • x930.58 lebnaftdai, __ irenamb 1-a- � ,. ..6 CONC • •io � T- �"4eada.diamereJJA.S: CONC o: . :c. �ri - Q _ ■.► i• r - =- x ___--�T at„..___ - _ • - - - x• . ._. mow ~�.ar+��- -.Emig WINEPISII"-- I���J111� :tea-wwr = r= - - - - .+ter' alillailMarrs=�-�. -� - ir�a _ yann R .'/1ease l l --�\ mow- ]�����o�..��A��-- •J•.48 x�.•� �:.A7.1M ��VI%.J• '.a�_�- x .. x �s.�>-- ! CITY OF FONTANA JURUPA AVE. 1 - - CONSTRUCTION NOTES • . 41 CONSTRUCT 36' DIA CML & C STEEL PIPE AND FITTINGS WIN 3/16• STEEL WALL © CONSTRUCT 36' DA D.I.P. & FITTINGS CLASS 250 W/ RESTRAINED JOINTS AND . AND WELDED JOINTS PER DETAI Q & © P.E WRAPPING PER DETAIL 0 & 6 . . V M 127 v CD •NSTRUCT 36' Dol CML & C STEEL PIPE AND FITTINGS WITH 3/16' STEEL WALL 56 CONSTRUCT 36' DIA. D.I.P. & FITTINGS C ' z 250 WI PUSH-ON JOINTS AND . AND GASKET JOINTS PER DETAILS a &© P.E WRAPPING PER DETAIL a & 6 ® AS-BUILT x, " I� I.. �_ �, ® ® ® w' Q 1. ALL AIR AND VACUUM VALVES, CATHODIC PROTECTION TEST STATIONS (CPIs) AND DRAWING _ 49 CONSTRUCT 6' BLOW OFF VALVE, PIPING AND APPURTENANCES PER DETAIL © CONSTRUCT 24' DIA MANWAY WITH 3ex3ex2e TEE W/ 24 DI BUND FLANGE® © (NOT USED) BLOW-OFF OUTLET SHALL BE INSTA/I FR IN THE STREET RIGHT-OF-WAY BETWEEN 8 el," DIAL TOLL FREE Q • • Cr 2-WIRE CATHODIC TEST STATION PER DETAIL iiii THE FUTURE SIDEWALK AND STREET CURB, OR BEHIND THE FUTURE SIDEWALK IFGRAPHIC SCALE THE SIDEWALK IS ATTACHED TO THE STREET CURB, OR AS REQUIRED BY THE CITY S ill';. 400-227-2600 51 CONSTRUCT 24' DolCML & C STEEL PIPE WNW AND APPURTENANCES OR COUNTY'S REPRESENTATIVES, REGARDLESS THE LOCATIONS OF THE APPURTENANCES as o 2o• +d �' 1ed S AT LEAST TWO DAYS D PER DETAIL SHOWN ON THE PLANS BEFORE YOU DIG • ( IN FEET ) A UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 tach = 40' 1G T. ,/ PREPARED SCALE CHINO BASIN FACILITIES • SHEET @a © 3/3//05 L.-14-CW., 4s-9U/LT nem Pete CO117,6�•e-TO►Q SDPw4rrT RL Designed T O 6/20/03 1� F s° INLAND EMPIRE UTILITIES AGENCY Tetberner & Aeeooiatee AS SHOWN . IMPROVEMENT PROJECT 7 • m' `'� A Municipal Water District / gl' zak � o > - consulting engineers Narone uen � ,this • JURUPA BASIN FORCE MAIN 10oF19S,,,5 5/2 8109 I U. /L E•G. LEG. 6/20/03LOCATION MAILING ADDRESS Drawn : No. 21 sae : • IYYRAM Inch al nal eloeing. If 4/10/0$ T.U. /LE.Cr. * fi' a/]O/OS * 19 TECHNOLOGY DRIVE. i;vi , CALIFORNIA anis PLAN -& PROFILE Checked T•0• 6/20/03 ova T.i: Lasa! 9e0•eE77 Fez:(94S) aa•.eon odJu•! scales accordingly. 9400 Cherty Avenue, Building A Poem Office Box 697 o A O1 /05 BS AS-BUILT Dace 44 pit ..r..,rara,•r e. Cr 7. EFonbono, Calffornio 92335 Rancho Cucamonga, DWG. NUMBER Telephone (909) 357-0241 California 91730 STA. 70+00.00 TO STA. 80+00.00 05o23-oto REV. DATE BY DESCRIPTION