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HomeMy WebLinkAbout2575-6w O' x W U 0_ z CV O x Z x 0_ O U N O x Z H In U CV O x - U w t` U cl 0 x O 0 U cl 0 x O 0 t— _ U N 0 O 0 O ILw D- x N U Y U v a� v ED r 0 L0 0 U d IL V) CD U J U 1 N O 1-110 a U O cV t\ N 1-11 L0 Lf) It cV 0 _ ' a A n 6 1020 ' 3 1020 ZH AL7R4NS-741GH"F-W 4Y (o J w c�(n Cr W EXISTING GRADE I ( N O - a- UNION PACIFIC RAIL RO.4 o o m J LU 1010 Oma; ��2. o ' 1010 N V N o % a = fN W N �tCo p Q3 N NLU 2 W o Ld { W 1 O - O 01 O O �O 50LF THIS SHEET O O — ru ♦ __ 1000 M - 415.00LF D=18" } + Q � , tI 410 LF (115M), 36" (914MM) DIA, in m=1000 U) r � �� 9/16" (14 BORE AND MM) WALL THICKNESS JACK CASING PIPEvczFP7 5=0,0128 Q. ~ nTl r qHT r. LF p-18" WJ Zi O Z :. , . + o F - { 15.00LF D=18" S=0.0100 w w_ J wO Q _aLH Q*- U Cl 990 " g=0.0146 377,OOLF DTHIS SHEET m m + ;' °� .Z r-AlJ 990 in > � > z z CnCD zo a) + 0) N 0) + N � N r N J i Q ui LdQ > > 980 980 31+00 `32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 . AVE' - i +OLEANDER A0 Z MH 10 APN 023601114 N 1 3 �i i I f Ao� I ! i a , ! iii ; s '; !' i I i / `j ! I! }, 023416104 / ` STA. 40+26.0 RIM EL=1013.0 ±��ttAPN CITY CITRUS AVE. CA TA WBA AVE " i (,c o CGa91 i i ii A SPiI. LCi;"JC iSf'N. ' i f .1 _i I -� i; ! ; o p iJ CO='C I,� o APN 023416110 �o 4,--� OF\ �r L� J FONTANA \ o POPLAR aid 00' H O .�O f to t r cl 0 `410 LF (125m) 36" 14 `n (9 mm) DIA, � Q � ! BORE gN•3mm) WALL THICKNESSe I I _ D JACK CASING PIPE. J ^ SEE DTL C SHT C-18 1 : a i S � }l;i e \ l Q i I I �� o ; � � 1 Co [ 1 o i- -� ;. ; " �y (v o i p p o � U H ELM AVE , AVE 1 Q W __��_JA, W r—i to =- O o � p a N I iI ) I I �� I I 1 , i l SAN BERNA RDINO 1' I ; I FREEWAY I �I %�% � '; O � , r ©O i � 1 I ,� I ; i j o' i STA 36+12 (l !, i : =? 3 1 i �G�l, "{ ' V ti 1 I; �� , __ 3 0�� ` `� = —02 9Z �' > W 9 W 9GF 3 "�41 BEECH A VE, "• o O • iv 3a STA'32+32 t ! I STA 33+32 — 6" W 1 w j i' - W 10%0 _ _ M � G� -`. `'' _ V I 1016 O HEMLOCK AVE' N 2 _ ' O f + 5 N 0'04'17" E l B-9 32+00 , i 33+00 r i 34+00 1 35+00 ! i ( 11x1 ! -` — , �. --� o� 6 - 6" O . :s `� 4yr _ _ ",•_. _... 6 W _ 2 W M a CALABASH A _. ¢ I UE P-4 1 P-5 i N 0'04 17" E ` I ` r 11 � 4 I ! : i 136+00 B -$ � ; 1+ + 37 00 _ 1 38+ 39+00 �. N " — — 5 0 18 06 W `tet — ,, C L BASH AVENUE 40+0 00 — �, l_- O 41+00 % 15 -N 18' 6" W — +O N ca LIVE OAK AVE J J �' m Q _ CITY O-2 Ur ~ Ui W o it rW'vY� 1 o O I QO . A o o L I ! ° in � " } I V o: O o O :,� � o o 1 v o f - 1008_ — -- OE - . 1 r � OE _ f OE : � Zo., Ems- T E L Q REDWOOD A VE � (D v o FONTANA a) -(n c� Z I3 OI 0 h + I 0 o0 o U D i 1 ii Co I I I 111'o 3 - o M *aoS f <o ' ao CHERRY AVE% r ► rn %% i i'E ILL m oo s 1 1 o cn i\ o o jM po I 1 1i`� ' o I o, 0 0 0_0 0 0„ .� j aD� = ro N i ( 10j1 i 3• o i 10 APN 023418109 (j _ �� ' W I _Q o r` ALMOND AVE ~ tii 9 1 1 1 1 j © Q APN 023602118 i F If i { i I i! (INION PAi N(—aCIFIC p �, 1 p i i j N RAILROAD # ; I l Z RIGHT-OF-WAY i Q o 100' I' fl o o i ., CAL TRANS RJGHT-OF-WAY ' 280' 1404+51± ; ; i i I I;, ► , € i I ! i 1 i i Ill;li CONTROL PT NO. 24 i © i I APN 023418105 ' i I i I i i i i I 2 I t2 I t ;= I 10 13 "' I m Q Q o i U it Q Z �, Ca Q N• N -BANANA AVE tt ; t CALABASH AVE i 7 MH 8 ` G� i 1 ii O STA. 32+22.0 i ; - �} - ' ' STA I-10 i STA 34+37.88 2.00' (0.61m) R INT I i 1 EL 1007.83' ' e : N 1846810.98. L 1 I ! WEST EAST ; I APN 023418110 , cu C1 CJ U RIM EL=1005.2'± CALTRANS PERMIT NOS08 98-N- UTE012T E 6712527.34 j ; , M i i i U iIPRR T TICKET NO. 1025516 SEE APPENDD( V ! 1 I I ' SEE APPENDIX V it O iL MH 9 MULBERRY AVE` F 3 PV STA. 36+44.1 RIM EL=1007.9'± I TRUCK ACCESS TO BE MAINTAINED AT ALL TIMES U SEE TRUCK ACCESS TO BE NOTE i MAINTAINED AT ALL TIMES SAN �\ BERNARDINO COUNTY ��1,SSIONA� E ��NJD� ��C? �NN� �SCM til R � CONSTRUCTION NOTES NEW SEWERRUNK CONSTRUCT SEWER Rof ss�o HORIZONTAL �� �M.Hq CITY\ � oF.\ FONTANA c�� ITEM N0. DESCRIPTION TO PROPERTY \\\ �RZ4CE�'/ai C4 P1,76Z — i, 4��5�p8 NOTE: O 18 -INCH HIGH STRENGTH VCP SEWER LINE RAL 20 0 40 � z 4735 2 ���, 72. *p ��1- 1} Q 1. ALL STUB OUTS SHALL BE CONSTRUCTED APN 023418106 (2)5 -FOOT DIAMETER MANHOLE 9 BORE 8 JACK N.T.S. C Exp. 12-31-03 * VERTICAL I Cl j��- \Q KEY M A P /12 O �� t�OQ= a 6C��<fVXA� �� x{29/yr f'�TEi11F.Gp DETAWITH IL GECI8RARY AT THE MHEANDLUG PIPE PLUG PER DTL H/C-18 AT OPEN END. O CLEAN OUT TYPICAL CROSS SECTION O Q'Fct� CALF 2 0 4 NL DESIGNED BY: HCF DRAWN BY: SHEET CHK'D BY: REH CROSS CHK'D BY: DKT CDM CmP Dresser & McKee Inc �°�sv®�Ad� 2920 Inland Empire Boulevard, Suite 108 co i&vatftfo, Ontario. California 91764 (909) 945-3000 CITY OF FONTANA .VALLEY BOULEVARD TRUNK SEWER _ FRO BEECH UE TO MULBERRY AVENUE PLAN AND PROFILE CDM PROJECT NO. 2455-21724 FILE NAME: CGSPPC03.dwg INH 10/31/01 CI 0 REVISED FOR RECORD DRAWINGS 11 IMH 0/22/0 REVISED CORDINATES FOR MH #8, #9, #10, #11, AND #12 IMH 5/16/01 r "NO*DIG PIPE" SUBSTITUTED FOR BELL AND SPIGOT 18" VCP 6 OF 24 SHEET NO. " FROM STATION 32+00.0 TO STATION 36+44.1 APPROVED BY: RWC DATE: 2-24-99 o saa�oaea STA 31+00.00 TO STA 42+00.00 C� REV. N0. ENGINEER APPROVAL DATE CITY APPROVAL' DATE REMARKS A' O Izzat Hamawl, P.E. 47350 Date �DMGNO: 2575 PROJ N0: Clty Engineer Date 0 O