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HomeMy WebLinkAbout6526-3DATE: SCALE: DRAWING NO. DATE APPROVED BY:CHECKED BY: DESIGNED BY: DRAWN BY: GIA LAM KIM / CITY ENGINEER R.C.E. 62296 CITY OF FONTANA, CALIFORNIA DATECITYENGR.DATEREVISION DESCRIPTIONREV. SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.DATE: PREPARED UNDER THE SUPERVISION OF: STEVEN L. ELLIS EXP. 12-31-25 STREET IMPROVEMENT PLANS 7 September 2025 AS SHOWNJV CA SE/LAF BENCH MARK:BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED THE ON NORTH AMERICAN DATUM OF 1983 (NAD-83), SHOWN IN TERMS OF THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE V (2011.00 EPOCH DATE) AS DERIVED BY POSITIONS PUBLISHED BY CSRC. ALL COORDINATE VALUES WERE SCALED TO GROUND BY APPLYING AN AVERAGE COMBINATION FACTOR AS DETERMINED BY FEI POINTS 11012, 11014, 11022, 11025, 11029, AND 11034 AND HOLDING THE COMPUTED GRID COORDINATE ON POINT 11015. INVERSES BETWEEN PROJECT COORDINATES WILL PRODUCE GROUND DISTANCES. TO OBTAIN GRID DISTANCES MULTIPLY GROUND DISTANCES BY 0.999888867 THE CONTOURS AND ELEVATIONS SHOWN HEREON ARE BASED ON THE FOLLOWING BENCH MARK: BM NO.: EV9274 ELEV.: 1508.56' (NGS BENCH MARK) DATUM: NAVD 88 1993 ADJ 6526 909.581.0676 3257 E Guasti Rd, Suite 300 Ontario, California 91761 fuscoe.com 9/16/25 3 AEXISTING & NEW AC PAVEMENT TRANSITION DETAIL SAWCUT AND REMOVE EXIST. PAVEMENT GRIND 2" MIN. EXISTING PAVEMENT AND OVERLAY 2" MIN. EXISTING PAVEMENT NEW AC PAVEMENT CATCH BASIN #6JOHN PREVITI AVENUE CATCH BASIN #7 JOHN PREVITI AVENUE CATCH BASIN #8JOHN PREVITI AVENUE CATCH BASIN #9 JOHN PREVITI AVENUE CATCH BASIN #10JOHN PREVITI AVENUE CATCH BASIN #11 JOHN PREVITI AVENUE 3 DETAIL SHEET 3 BDETAIL CPROP. 4' WIDE EARTHEN SWALE 3 CLOUDED AREAS ARE NOT A PART OF PLAN APPROVAL DATED ____________, 2025. 1705.54 LIP 1705.72 LIP 1706.44 LIP1706.36 LIP 1706.03 LIP CL CB NO. 6 264+68.17 1706.53 TC 1705.53 FL H=8"CF +4"DEP.=12" 1706.35 TC 1705.35 FL 12" CF 1706.72 TC 1705.72 FL 12" CF 1706.22 TC 1705.55 FL 8" CF 1706.86 TC 1706.19 FL 8" CF 1706.99 TC 1706.32 FL 8" CF 1706.09 TC 1705.42 FL 8" CF 1702.92 LIP 1703.10 LIP 1703.40 LIP 1703.73 LIP 1703.81 LIP CL CB NO. 7 263+64.68 1703.90 TC 1702.90 FL H=8"CF +4"DEP.=12" 1704.36 TC 1703.69 FL 8" CF 1704.23 TC 1703.56 FL 8" CF 1703.47 TC 1702.80 FL 8" CF 1703.60 TC 1702.93 FL 8" CF 1703.72 TC 1702.72 FL 12" CF 1704.10 TC 1703.10 FL 12" CF 1725.44 LIP 1725.61 LIP 1726.30 LIP1726.23 LIP 1725.91 LIP CL CB NO. 8 272+52.79 1726.41 TC 1725.41 FL H=8"CF +4"DEP.=12" 1726.24 TC 1725.24 FL 12" CF 1726.60 TC 1725.60 FL 12" CF 1726.11 TC 1725.44 FL 8" CF 1726.73 TC 1726.06 FL 8" CF 1726.85 TC 1726.18 FL 8" CF 1725.99 TC 1725.32 FL 8" CF 1725.44 LIP 1725.62 LIP 1725.91 LIP 1726.23 LIP 1726.31 LIP CL CB NO. 9 272+52.78 1726.41 TC 1725.41 FL H=8"CF +4"DEP.=12" 1726.86 TC 1726.19 FL 8" CF 1726.73 TC 1726.06 FL 8" CF 1725.99 TC 1725.32 FL 8" CF 1726.12 TC 1725.45 FL 8" CF 1726.24 TC 1725.24 FL 12" CF 1726.60 TC 1725.60 FL 12" CF 1741.74 LIP 1741.96 LIP 1742.92 LIP1742.80 LIP 1742.36 LIP CL CB NO. 10 278+38.75 1742.86 TC 1741.86 FL H=8"CF +4"DEP.=12" 1742.63 TC 1741.63 FL 12" CF 1743.12 TC 1742.12 FL 12" CF 1742.46 TC 1741.79 FL 8" CF 1743.30 TC 1742.63 FL 8" CF 1743.47 TC 1742.80 FL 8" CF 1742.29 TC 1741.62 FL 8" CF 1743.41 LIP 1743.62 LIP 1744.01 LIP 1744.43 LIP 1744.54 LIP CL CB NO. 11 278+83.10 1744.51 TC 1743.51 FL H=8"CF +4"DEP.=12" 1745.09 TC 1744.42 FL 8" CF 1744.93 TC 1744.26 FL 8" CF 1743.96 TC 1743.29 FL 8" CF 1744.12 TC 1743.45 FL 8" CF 1744.28 TC 1743.28 FL 12" CF 1744.76 TC 1743.76 FL 12" CF 9/24/2025