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HomeMy WebLinkAbout2576-11n 0 z m D D i I I D i Li D O 3J W O . (6 aoW i N� W W� � k moo. ? o M �� + . o ... o . LL NO i14 f) ` 4 N . 0) �Q ..Z O Z o Ci p O* 3� Z, W p +i I N Z Ln Q J wEycr w .+ V ti zt 2Lu O . N APPROXI ATE EXISTING E- (� j � N O GRADE C VER (L 01- bEWER 1095 � �w �� �w 1095 �� + O u Z U) _ c I '— 00 O _JLLJ I I r— �a � PVC = W W--- -- _ y I� W Cr) ------- S00178 W O O ---- FOREGROUND O - - - - - J O — O w ' 1085 07 O I 1 0 Z O 18 El EC 6A �� - =0.0044 1085 Q BACKGROUND w 1 .70LF THIS SH • H if 51. LF Li Fv S=0 037 - H W Z NOTE. Z 335.00LF D=30" S=0 0046 FOR INVERTED SIPHON MANHOLES AND PIPING DETAILS ' U U Q 324.00LF D=30" S=0.0046 m �~ Q 324.00LF D=30" 7L 0 d' I w -o.0046m O o cD 75.00LF THISC\j SHEET o � � 00 � ~ 0 LO o cn o 0 N 1075 0 0 C; � � 1 � � 11 +ILD � � ;� � 4, � M a -Q � 4- . '" 1075 o ood- 00 00 o N N 0 �� �> > �> Z aD Z (n Z are + + r,- ti .= _J w + rP + o L LA J w cn 4 1A h �- 4-2 -' � r *ON gas 1065 � � MWD SIPHON SEE SECTION 2 SHT C-28 1065 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 IO \ Z F N F F- Ct- N I. I •, �' CYPRESS A VE, i j m APN 023125133 (\ w � w CD �O CO Z w X02 � . w CD w t U I N N N ,, � Lo Ln IN N �Z �:`D CA MWD SERVICE CONNECTION CB -6 ,, t \ ,` 00 OLEANDER A VE' Q) z z o 0 z z 0 o C o IC N ��'cS I Q y \ \ .�_ MH NO. 32 o 71 \� �—T CITRUS A VE, t t COQ Q Q Q k Q �s 31 48'x10" STUB OUT \ \ STA 115+49.00 11 Q t \ 7 \ C-24 � MH NO. 30 p � STA 108+78.00; o Q Q ? � MH N0. 31 SEE PROFILE B/C-25 Q RIM EL=1094.8't t �' � - CA TA WBA AVE U ° E- �� 11 N 90 RIM EL=1089.7 t STA 112+08.00 11 RIM EL=109-! CONTROL PT NO 9 EL 1094.81' �o p \ `9s� �v;� ro_ APN 023115113 � ��\ L�1 UPSTREAM O \ SIPHON MH 34 r-- U \,n �^ OF \ POPLAR AVE FONTANA = •N0. \G-�,o\\ N 1850969.87 I J E 6719155 _ 1 � .00 0 1 \ \ �\ ^^, 12 RIM EL 1095.9'f = `- 'SSI. \ \\\ Q CITY\ ELM AVE OF,\ Wiz_ OE OE OE NN OE oo •- \ \ � MWD SIPHONi@ N 89030'32"E aje �-S' A A - 3 _ _ W FONTANA w ---1089- 16" W --------------- t - ----- 16" W------- -------- ------- - - - 3 7.5' 16" W --------- 0E-16 \W- V T - REMOVE E MH 1095 _ W ., BEECH. 0 2" G -------i-------- - ---ELEC---- -- 1091 P-33 ------------ N �. \ OE N1851000 N T o AVE t Ot 1090 ---------------- N- w - - ------ ELEC--- - - N 4 6 t0 z �' p o - - - - - ' 109 3 cn +' 10 9 r`'___,1095 10 9 I \ \\ t cv -9 `-9 P HEMLOCK AVE �`Zy Q F + _ 109+00 _ _ _ - - - 111+00 112+00 + 0� + + - i - - - - 113 00 N 114 00 - - 115 00 Z P 116+00 - \ 117+00 - 118+00 - - O O U GO N 89027'28"E 6 g 6 N 89027'28"E 4" w____ _ _______ �, __ CA 6 I ° W q - - - N 89°27'30". E ,N 89 30 4 6 .4" _ _p_ _ �" 9- SAN BERNARDINO AVENUE ' + P-36 \ B-17 N 89"30'20"E � � w _ o m LIVE OAK AVE _ _ _ - 4" W- ----------- -- � w O� - -B-18----4" W��cq---------p-- ----4" W----- - L) Q Qt ------17" W- - ----- -- ---- _ - - ----17' W - -- ---------------- -- ----- ---- -- ---- --- �o l�L _ -17" W - - ---�.� " -- ------------ - 7 W t� - - �Q - rn _ , REDWOOD AVE i - - -- - ----- - -- _ _ _ ,u1 - -17" I.y ---- --- -- --- P-34 U i Z -- APN 023 113 � i' 17„ W \ I o � \ 4 REMOVE 30' OF EXIST. 8" VCP 1 �, DOWNSTREAM W 00 _ � CHERRY A VE. i t N � � FUTURE 14' WIDE MEDIAN (� SEWER PIPE CONFLICTING Z SIPHON M 33 \�i0 \ W/ NEW TRUNK SEWER '-" o i -! t 12 = IN Ito N - - 1\1- - - - - - - - I - - RIM EL 1095.2't - -'Oo\ - - - - \ - = U J ALMOND AVE i CM I a o v ,oma w 3 3 3 o CONSTRUCTION NOTES '� CON '� \ \ ��O °� H � W � ' � c � z w\ Q W o o� ITE '� M N0. DESCRIPTION 3 APN 023412115 I 109 \ APN 023501122 \�'�' 2� �� o a In 2 Q� o BANANA AVE L t t APN 023412111 Q O6 30 -INCH HIGH STRENGTH VCP SEWER 1RT ! 2 \ O9 6 -INCH SEWER LATERAL I 0 `L y�0�'� �J o j z o Q CALABASH AVE L SAN , 11 6 -FOOT DIAMETER MANHOLE �`9S Oc�c��� k Q BERNARDINOlit COUNTY 12 MWD SIPHON �P m U M LBERRY AVE d' 0 r 16 PIPE PLUG © MANHOLE REMOVAL � FUTURE 66" SD MP LINE M-6 t F \ c .t. �„ HORIZON TAL 14 1 404 410 NEW TRUNK CONSTRUCT SEWER SEWER PIPE REMOVAL �' N N CITY 'OFA\ SEWER ,- LATERAL TO @. 10 -INCH HIGH STRENGTH VCP SEWER .- 20 0 40 FONTANA r \ PROPERTY LINE Q (TYP) N.T.S. I I L, O VERTI AL N1850800 KEY MAP TYPICAL CROSS SECTION 2 0 4 p D REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTMC110N OF THE REOUIRED IMPROVEMENTS NOT FESS Prepared Under The Supervision Of : �, CITY OF FONTANA, CALIFORNIA 9 ' v �4S g t LT L,at,�-r'to Po �� ll O ►� �s Camp Dresser & McKee Inc. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL oQRO �� SAN BERNARDINO AVENUE TRUNK SEWER i u1 �T 1� to P`C" •�!• o O n DRAWN BY: wF/CEB PLAN AND P T FILE1..=40' A 119+00.00YOU SCALE: - W20 Cleveland Ave", Suite 100 er�iteeri►� Rancho California 91730 DIAL TWO WORKING SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE � C� ENGINEER MAY REQUIRE TO THE PLANS TO BRING CD w o 49330 / ►� /30/ 8 DESIGNED BY: DATE: aanan Tek 1909) 579-350o BEFORE DAYS BEFORE * p * NL qTAj08+wm00 NOV 2006 �_(�)�-� DIG TOLL FREE YOU DIG 1-800-227-2600 THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN s'CQ-opwaffam � �j � ��CA�X • �• Date :///Z 0/L 1-7 CHECKED BY APPRO BY: DRAWINGNO.:NO.: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EFFECT G10 C 5CITY ENGINEER-R.C.E. 51152 DATE: DKT/LRL 21 n 0 z m D D i I I D i Li D