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HomeMy WebLinkAbout1214-1Scale I"= 40' Fd I" CSM PAr R R 44 RA R/W U 18I I Exist, Drive Water Meter—)Q3 15 2 I 15 O ;..�. _ 14 R/W .I R/W - –� -_ 6 P. P. 326600 E ' __.�_" _ -- - _. . ._ -_ ,. - _ _ 7 01 N—`xi'st SOP' 2- — _ - P. I6�2234 E 7 1320.00 8 - C�; Slover Ave.Ave.–�� 9 ; `"� 10,�� i. II 12 N89°33�-55"E 1320.131 Exist. EOP Typical Section SI over Ave . No Scale BENCH DATA :ChiL "Q" on conc. d�•ive, NE corner .of :i=ntersection of Cherry and S lover v -6's . Vicinity Map No Scale _mrd- _ - ,. _. ..n �, g� r ' Fd I" 1P. Fits Ties 0 .� 34,371 0,679% 0.23% 0,231% SECTION BB No Scale Section AA No Scale ESTIMATE OF QUANTITIES .A.C. Pavement 81 Tons 4 Curb and Gutter 350 L.F. (o-)\ 1560 S.F . Commercial Driveway 500 S.F. 6" A.C. Berm 80 L..F. A.C. Overlay 25 Tons Discharge Structure ( ea. } 930 Clifton Ave. N W (0 M '`ao w O 0. \z6) Aet OGO ` p J C0 i Y ---V0 _ ._ _ C9 cfl =1X 0 5` pfd ( 0�- ti U + va v ~_ ro di o " DETAIL `0 I r \ e 11�nQe - � q 2- 4'84 v L6 C) + 5 00 xFd I" CSM �0 DESIGN PER � ---r_QYn- _ _ Y%: ��2 t �1'a II�ZG ---- WARREN ' D: TUTTLE RCE 30171 - N v -0 cn Per R.S. 4 4 83 + -v N c to c + co w 0 am O c W W d' o, ar)ca I o Q z + � v m c •o � o a cd z Typical Section SI over Ave . No Scale BENCH DATA :ChiL "Q" on conc. d�•ive, NE corner .of :i=ntersection of Cherry and S lover v -6's . Vicinity Map No Scale _mrd- _ - ,. _. ..n �, g� r ' Fd I" 1P. Fits Ties 0 .� 34,371 0,679% 0.23% 0,231% SECTION BB No Scale Section AA No Scale ESTIMATE OF QUANTITIES .A.C. Pavement 81 Tons 4 Curb and Gutter 350 L.F. Sidewalk- 1560 S.F . Commercial Driveway 500 S.F. 6" A.C. Berm 80 L..F. A.C. Overlay 25 Tons Discharge Structure 1 ea. } The Contractor agrees that he. shall assume sole and complete responsibility for job site conditions during the course of construction of this pro fect s,; including safety of all persons and property; that this requirement shall a -- apply continuously and. not be limited to normal working hours; and that the Contractor shall defend, indemnify, -and hold the owner and the engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting for liability arising from the sole negligence of the owner or the engineer. CITY OF FONTANA -� PUBLIC WORKS DEPARTMENT STREET 1 MPROVE ME NT PLAN SLOVER .AVE. NORTH SIDE AT ALMOND APPROVED 27-8¢ DRAWING N0, DATE City Engineer RCE 18932 Scale 1" = 40' Checked BY: J J.Sheet I ofI Sheet Je Lti O —' CoL ( TUT T L.E ENGINEERING M O O ro O ~ 930 Clifton Ave. N W (0 M '`ao � W Red I a n d e, CA- 92373 C0 LLJ Y ---V0 _ ._ _ ( 714) 792 Z 12 7 ==- --5�1:VIIP'!_ DRAINAGE STRUCTURE DETAIL r \ e 11�nQe - _� _ --- q 2- 4'84 o _. USE STRUCTURAL' DESIGN PER STD QE TAI L 1 24 ---r_QYn- _ _ Y%: ��2 t �1'a II�ZG ---- WARREN ' D: TUTTLE RCE 30171 - _ = J 1 '• W APPROVED 27-8¢ DRAWING N0, DATE City Engineer RCE 18932 Scale 1" = 40' Checked BY: J J.Sheet I ofI Sheet Je