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HomeMy WebLinkAbout2575-10i - i F G LL. W w x W U I N _ O x Z x CL 0 U N O x Z F_ V) U N O_ U W F- V) U N O x O O a 0 U N O x O O F- N O O O O d F- O x a� U U v L m 0 O U a a rn U J U I O / 0 a U O N t\ N LO U-) N O n 1050 - i Y 1050 A Lu Q O O N O � • LU Z O D 2 * O O n7 O J CO347 rn _00 w 1040 —`O o EISTING GRADE _00 w SEWER Q 1040 U - •r H� (n D: n W cwn i, o I I U V) O p i u O L LO ti 1030 (D co m 1030 a r Cf) _. _.___ �.-_._ .� _ 8"" 2 179.50LF THIS SHEET ��•• v� W _ Z A 325 0 LF D= J • 325.00LF D=18" S=0.0044 W O _ __--- W_ _.._ - OLF D=18" S=0.0044 2 _ U t- 327.; 323.00LF D='I S=0.0042�3:50t1=THIS•,_SHEE rn U i ' Lo I` O N N N O_ c~ — - D �/ 'n O + Y 1020 'q����'� O ti 0 In co N O 0 a) N O w co Q w �L0 aoJ Mz 1020 ti W N 0 Lr) 0J W ti W V7 Z V) Z A i ( Z N Z i Z 1010 1010 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 A 1 OLEANDER AVE' t _ \�Z—�c i cad �'N END STUBOUT o \ STA STUBO APN 023407133 I APN 023407133 I l y i' �� CITRUS AVE, APN 023406131 13 - Q { � ` APN 023407117 / i ' ' 0 g ASPH. o l T © ASPH. to \ CITY CA TA WBA AVE OF \ r � p 90' x8 STUB OUT 1 " SEE PROFdE F/C-17 w � C O� ��'• Z j Q i'' 4 ; V C © U T `'' � ;n N i f -� -- !,tr + - /040 t o o f 1 � �\ + - Asx r � ` \ FONTANA o_ \ POPLAR AVE ' � U . A � N _;' _ ..: �` , i f .O O .r s J i f _ - i- .rte• . ' o z 1040 f r ? I V ) p �-- S ... 3 �/ZT:[ :!i ->J .YV7 -Li� --•••i ,J �_ 1 -1041 A _ ap �. .c� Q _ o ELM AVE 3 _ tn OE- '2 <G " _ - Z (� �, _, �_ : . � , -,--- � .. _ 1038 _- --- 4" W_;__ --- --- i . __ --� OE v . r-v"rrFto " - -� .- _ 2 G� _ - "; _ _� � _ ' OE W ,. - _. - - r ' ` OE OE _. A . - " �2 G 29 U BEECH AVE vL c',O F � 3 J N SD '-s'.+�- "`_- � ;� ;_: _ � .�= 3 - - ,r - - - - 4 - - - - - - - - W W 1035 �---------.----.---- - - 4" W Q p v� � � � / WNN HEML OCK AVE' Cc -Q Z IN O O 76+00 ?C - 77+00 4=4i — I'30 "� 78+00 79+00 r -�� _80+00 f� / -81+0 ( 82+00 —83+00 __ 84+00 85+00 (n O a0 i leu j LIVE OAK AVE_j 2 m _� 0-2 CITY O ++ CITY OF FO TA LO - N 8 114 02 5 _ --1p36 — S 89'52 " E O 89'52'35" E_ -� - _ ( qtr S 89'52'35" E 5 - - - - O - - O p W J U FONTANA REDWOOD AVEC SAN BERNARD O O. VALLEY BOULEVARD— — — — — — co � `° Q TA 77+59.58 13. 8'R & INT Q ' CHERRY A VE. AL EY BLVD AN AL OND AVE I J03T J 0 1 Z A W--�— Z o co 1 a i 2" W- ----- t — — — n� Nl —= 4" W — — --- --- ---- — --t — — 4" W — _ — — — — • _ ... — =� 6" W —- — � ALMOND AVE Q �a r•-- 2 ' N 1035 i + APN 023421123 �_ � o; co J t� j _ - CONTROL PT NO. 27 ti _ ; Z m ±tBANANA AVE _ _, ; EL 1036.20 N 1848300.84 - o r -- . SEE GENERAL NOTE 6 as^_ S' C V �- �' a 4, °p J Z i N Q N Q a i s 1035 E 6715159.14 1035 s�C,�� --�� 1038 — -r i o o j 3 = U c� CALABASH AVE ~� � APN 023419212 W APN 023419213 O ii fr 7 t iK MH 21 1. 7 ¢ MH 22 I, CvrC TRAILER STA. 77+56.0 STA. 80+88.0 �� 1036 AS,p,�. � APN 023421128 APN 023421130 t 7 ©NORTH : . �� . a �' r �1. SOUTH j j (t MH 23 Q v cv U i U RIM EL=1036.4'± � RIM EL=1037.6'± � STA. 84+18.0 MULBERRY AVE ` SAN N � - • - r 1034- CONSTRUCTION NOTES ! y ��o�� �� I RIM EL=1039.2'± O � 1 BERNARDINO\ o • 2 ` ITEM NO. DESCRIPTION � j`•,��,i C• Q !� 'd Q QROFESSIC couNTr CITY "FONTA a 1 8 -INCH HIGH STRENGTH VCP SEWER 5 18 -INCH HIGH STRENGTH VCP SEWER /=cc,'� G NO. C 703 �� M• �i� E�GlNE�121rIC� �NC• N HORIZONTAL NEW TRUNK SEWER CONSTRUCT SEWER LATERAL \\\ o i o Z 7 5 -FOOT DIAMETER MANHOLE CO dL.P.G 30 a * m NO. C4735 rn 20 105 CCESTVIM Q DA P cc- 12-31-03 * 0 40 TO 3' BEYOND CURB OR PROPERTY LINE (TYP) KEY M A P Q�, CLEAN OUT Ct;/1. xp. CZEDLANDS, CA- 92374 Iq� CIV IV VERTICAL N.T.S. CF C I• �\Q 909 199-G1 VI Q` CA1-IF - Zia 96 l-irNRy c•poC�U�2i C. ?037 2 0 4 TYPICAL CROSS SECTION DESIGNED BY: NL CSP Dresser & McKee Inc. CITY OF FONTANA CDM PROJECT NO. 2455-21724 DRAWN BY: HCF VALLEY BOULEVARD TRUNK SEWER FILE NAME: CGSPPC07.dwg � �' 2 /5 5• -ot► IIJcTpLi. G SeWE12 �aTERAL SHEET CHK'D BY: CROSS CHK'D BY: REH �o DKT 000eea�ct0on 2920 Inland Empire Boulevard. Suite 108 Ontario. California 91764 F BEEC UE TO MULBERRY AVENUE PLAN AND PROFILE 10 OF 24 SHEET N0. IMH 10/31/01 �� Zo REVISED FOR RECORD DRAWINGS o eaetpOee RWC (909) 945-3000 , STA 75+00.00 TO STA 85+00.00 REV. ENGINEER CITY N0. APPROVAL DATE APPROVAL DATE, REMARKS APPROVED BY: DATE: 7-24-98 C-7 IzZat Hamawl, P.E. 47350 Date City Engineer . Dto DWG NO: 2575 PROJ N0: 0 0 0 i Y 0 0 0