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HomeMy WebLinkAbout3383-8Underground Service Alert EXIS 0 20 40' 80' 120' 160' BENCHMARK: CITY B.M. NO. 361 B -LV.= 1365.00 = 111 = = 1=1 = � IMMUNE I 12 0 W11 0 1,11 IMM 11&12 11 IN 4 M' =1:422 I _ 139'' PAD 35.7 C3 7 STA. 8+12 3 140 ►TA. 8+22.60 �_ TERMINUS M,H. N#. 2' 5' S'I_Y OF q 0 CURVE ----- - ---- __ ''" DELTA RADIUS DATA LENGTH TANGENT A-\ 4*18'21 500.00' 37.58' 18.80' CB_� 4-18'22" 495.00 37.20' 18.61' b- �'LY OF T_ 1-1 2 EQ �35,3, 5 7 U 00 71 PAD=50.6 CO CN co 5, 12,58' L= 14.90' 201 RED ' 6 5 5' LUFF .sEcL,A C FOR SHEET CONTINUATION —EXIST. SEWER M,H. 4 EXIST. 8"_ PROPOSED 8" SEWER CIEWED EXIST. CHANNEL BREAK OUT CONCRETE TO FORM A CHANNEL TO MEET FLOW OF NEW SEWER. BOTTOM OF CHANNEL TO BE 8" DIA, M.H. MODIFICATION DETAIL U412011wom �7. LrA 50.70'72,00' T PROP. R/W 848,31 PAD=52.9 PAD -53.7 co LO ro U") V) 7� 6, 7� +1 �14_ CN LO 13+00 -66" 14+00 'Q 12+,00 EXISTING 8" WA' TER 7 711- r1_1 4:1, ! U q5" N89*593Y'E C1_j 2 2 > cli 29 33.94' 0) LO 64,120 co �D 01 (D EXIST. R/W �� _s 82 80 PAD=5"1 1,5, �4' PAD=157.0 81 1 PAD=57.5 CD 74' m -d- + C' -'j C+-4 `� 22 120 0 i'O—. 5- CDJ Ln + I < -4- Cn cin CN ALMERIA AVENUE SEE DWG. NO. 1259 STA, 13+6419 01M "F7 % '­­"'N�""' ""C�as "I A �Nl of, .;:. CONSTRUCTION NOTES (D — 1 CONSTRUCT SEWER MANHOLE PER CITY STD. DETAIL 112 INSTALL 8" EXTRA STRENGTH V.C.P. SEWER MAIN 02, (D—INSTALL 4" EXTRA STRENGTH V.C.P. SEWER LATERAL PER CITY STD, DETAIL 125 SEAL—ENGINEER Q?,OFESS/o A. C") No. 25917 Exp. 12/31/05 CIVI a- Of- C \� CSL ENGINEERING, INC. 11651 STERLING AVENUE, SUITE E SEWER LATERAL TABLE STA7T1O4S_______ LOT BW VALVE 73 NO NO 8+18 NO 8+00 CITY OF FONTANA, CALIFORNIA RIVERSIDE, CALIFORNIA 92503 DRAWM BY: (909) 785-5122 FAX (909) 785-5180 SE DESIGNED BY: PREPARED BY: R.C.E. N0. 25917 S E EXP.25917 ATE: CHECKED RICHARD A. SCIANNI JJL JN597/10-22-03/597SEWER8.DWG/S:40