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HomeMy WebLinkAbout5118-2CONTRAC OR TO4VERIFY_..4TH _LOCATIONS AND, INVE ELEVATIONS OF XISTING UTILITIES RIOR TO CONSTRU N. EXISTINGG LITIES MAY ;BE -IN CONFLICwr"T + } - PROPOSE - INVERT ELEVATIO S. MEMO ME 0 EMEM so EMMEME MEMEMEME M ME ME ME E IME mm� MEN ME MEEMEME ME 0 EMEMSE m No MEMEM110 ME I - �� a ME1 NONE 2A 11 I I mom "�mmmmm ��m MEMO MEN ME MES m MEMO ME -0 ME ME MEMEME so E MEMS 0 ME _mw .1 . 111111110IIIIIIII MENEM so ME No 0 MONSON MMI ME No m E ME M El so mom MEN 0 No 0 MEMEMEM MEN No 0 ME 0 ME MEN MEN MEN MEN MONSON 0 MONSON ` vs f + -81 zcobil d wwi d in CON 23 97 LF 8' D(TRA STRENGTH VCP `` cm M W >>• Z 00 !+ EI1 1 1-{ i I 1 I 11 CONST. 153.13 � LF.- - 8' - EXTRA- STRENGTH VCP + Z OW _ W >� > + � Z � C -r- . Q9 LL - CL Q o� v>r 3,.w'- �rn OAN I 0! t $=0.004.0 i TT I I I i _I I CONST, 15833.1 F.1- 8PVC n a i zo d c.9A ! s d 16-0 i i i s i s s s i i s s s s s s i } s s s t i s s } s s s s } s 1 i } s s s } } i s i }}} fill &go&a I Liz W rAn !�`� I 1&'a'CONST. 1 1.26 LF. -18' PVC CONST: 5.00 LF., -- CONST. 113.00 F. CONST.113.00 LF. 1 1 I - 8' EXTRA STRENGTHfit VCP 1 I 1 # t 1 t 1 f SE_ _E _ -MAIN PR FILE.I t t I I I _ _ . J I I+ 1 i PROFILE SCALE: i - _ HORIZ. - 1" = 40' - t i VERT. - i" = 4' + +00. 12+00 3+00 4+ +00 �. 1, + 17+00 hECT , .18 19+00 1' F{ {l _ q7 q `/ i _� • `/ �' �' y �' y y y EXISTING LINE I I EXISTING 6' GAS III Q 31 _ W 0) ENTERUNE I I o+ I I 20 E 0 CENTERLINE ! 0 WATER I I I EXISTING 10w SEWER - 1 .5 W 0 CENTERLINE I 13 E 0 CENTERLINE - .45 S970�^ ► I EXISTING 39- SD SEWER CONSTRUCTION NOTES= 1970.74 W ) } ( 6 0 CENTERLINE / 6' q' ti' ! I I 60 INSTALL 8' CAP AT RIGHT-OF-WAY °f �`f wed S C7 q^bei q� q� q� q� q� q ?`, MEMT 2 I .r 3 I I �+ 61 CONSTRUCT 8 EXTRA STRENGTH VCP SEWER PIPE gib' ESMT ' 26' 1t12 . cn w �� I I ` s� \ 62 TRENCH AND BEDDING PER CITY OF FONTANA STD. 1008 W IIb. �63 CONSTRUCT SEWER MANHOLE PER CITY- OF FONTANA STD. 2001 -2 I� � i i \t - - i 2 2• q1�� i I 64 CONNECT TO EXISTING MANHOLE PER CITY OF FOcl NTANA STD. 2001 _ 42.50 29.50 � Q J • �y'1 ' ' /N CONSTRUCT SEWER MH FRAME AND COWER PER CITY OF FONTANA SD'. 2000 o I�17+00 16 18+00 +0018+42 lcm + _9';r RECHANNEL, EXISTING SEWWHOLE.. PER CffY_OF FONTANA. STD.2003 E II ! . M SEE GRADING PL�4N S'`� - I II I I I I ( 67 CONSTRUCT 8' PVC (SDR -35) SEWER PIPE } i PROVIDE BLANKET PROTECTION AT PIPE CROSSING PER S.P.P.W.C. STD. 225-2 I r T , t q q q jEn , N w 71.,% BOTTOM 1 0' MI 65.80 TOP 8 SEWER 1 _- - - a 5.78 CLEAR I I j e3 I W 0-7 II _` i - W i W i c', •"' x 63 65 _ �>.- r•' -a-na"wt' 13+00 i + AW / N I FRE HYDRM ( 3 965.09 i I >r T Sz V' SEWERSEWERf---'-- 60 i74 - - .: z-° -+, wy .P• I 1 - • 6 ') I. a CO St. .H 01.-_3 . SEE GRADING PLAN �- ST+851# -7 7 Er• • " � 1 2 a 15 I� � 3.93 RNI - Ii 1 [ Y SR USj .. 33 1W k i iE' 'E JtMi 1/ o 1 1 1 f ; ,4. 4.JV 5% y �%/ 4w� 4�� EXISTS- I I Rq� - k' - 4' ♦ ..R" ' tee. ' '1'- q' � _ i sow (97191 1 C _ CB I I q5 (I 913.93 RNi f 97191 RYI __. 967.06 BOTTOM 30' SD EXIo ST 965.23 1083 CLF R ER MAIN 66.41W .0 66.. %VI I II CONTRACTOR TO VERIFY LOCATION M f 61 i i 68 AND INVERT ELEVATION PRIOR TO 1 N 3 • I I I CONSTRUCTION. I 62 65 63 I 66 !T9 � 0 20 40 80 120 S=O. 4 , Iw 3wS; i CONST. M.H. #Nod 2' I w I I STA 10+00.02 - militm-- _ = - _ STA. 10+27.99 1 = ,. 61 �` Rim: 972.46) - SCAL.E:1 =40 972.3 ' Rllrt Tl F .- .. , L 162 NV IN:963.83 8 VCP ' j AI I I a, I ( REF. DWG NO. 1936) 964.60 TOP 8' SEWER N`` 1164 I I STA. 13+41.24) 964.89 BOTTOM 39w So 0.29 CLEAR Q II S MH PER DWG NO. 1788 97 4 RIM tit update 5/5/14 -9 ,9 NN) - 0:\3200-329\320\SEWER\320-SS02 n J94,R 6JDRQ�3-008 9 0 INS 1I S BASIS OF BEARINGS: BENCH MARK: REv REVISION DEscRIPnoN . DATE ENM CITY DATE _ _ . p SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT OFE� fi QTh/e�eS E�9�neen�9 /roc. CITY OF FONTANA, CALIFORNIA BM ID NO.: 517 CML ENG/NEMNG • LAW SURWMG ' COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��' S �y �''9 RRv£ ear'c�'''ve° SEWER IMPROVEMENT PLANS s w - _ _ '`� G'j U MIR XK C&I ORNH W&W THE BEARING NORTH OOr 13 47 EAST OF DATE:: 4 70 - o - D PH.(714)521-1811 Filx(714)521-4173 oRAwN BY. ! THE CENTERLINE OF HEMLOCK AVENUE AS SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, I 8 MAIN PLAN AND PROFILE• SHOWN ON A MAP FILED IN BOOK 101 PAGE - r � • • •FOR OF RECORDS OF SURVEY RECORDS OF SAN ELEVATION: 981.36 FEET DIAL W * R.C.E. NO. 56155 * Prepared Under The Supernsion Of . (� J.P. DATE-- 14 AS NOTED T o WORKING 11100 H8►IILOCK AVBVUE BERNARDINO COUNTY, WAS .USED AS THE - BEFORE � _- DAYS BEFORE THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO �� �P. 12_31_14 DESCRIPTION: ' PK NAIL IN POLE 335739E NW YOU DIG - -- l�. YOU DIG 9 - J.P FOI�� CA. 92337 04/29/2014 BASIS OF BEARINGS FOR THIS SURVEY. CORNER REDWOOD & SANTA ANA - BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �F CSV 1�. OQ� Date :� CHECKED BY: �� B • DRAWING NO.: 2 j A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT of C NO NHARD STEN EL RCE N0. 5615'5 00 R.S.TOLL FREE 1-800-227 7 '00" STANDARDS IN EFFECT. , • CI ENGINEER R.C.E. 51152 DATE: 5118 2 1