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HomeMy WebLinkAbout5044-5/ I U) x w N'LY RiW 60' 60' 13' 47' 47' I _ 13' I 8' 37.5' 37.5' EXST CURB I EXST CURB - AND GUTTER AND GUTTER BASEME AVE BASELINE AVE CROSS SECTION 0 N.T.S. STA 255+17 TO STA 257+22 .o 47' 1 47' VARIES 1 37.5' 8' PROP SURFACE 13' cn x w SLY R/W I v EXST SIDEWALK r' I EXST CURB � 12 957. &GUTTER COMPACTED SUBGRADE x BASEUM AVE w BASELINE AVE CROSS SECTION &LY R/W N.T.S. STA 257+22 TO STA 264+03 p O REV. �s TOLL FREE 1w*A6;;w0" 811 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 20' OR AS NOTED ON PLAN 60' 47' 13' 45.5' 8' OR 10' 8' JOIN AT EXST & PROP EXST SURFACE a C9 OVERLAY 9, "MILL —r — - - .�. -7 L 9 DET "B"� DET "B" 9 i M EXST CURB & I \ GUTTER v EXST SIDEWALK x c� Q w a S'LY R/W Z a 0 9 BASELINE AVE BASELINE AVE CROSS SECTION REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 4 QRpFESS/pN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �� i EB khgy SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, `� No.37 7rlSoa THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLAN T S O o� Exp. 6/30/10 .A BRING THEM INTO CONFORMANCE WITH CONDITIONS AND �} �� r�� STANDARDS IN EFFECT. (Of c\Fc N.T.S. STA 264+03.27 TO STA 283+80.51 STA 305+02.16 TO STA 316+21.46 STREET O IMPROVEMENT CONSTRUCTION CONSTRUCT 8" CONCRETE CURB AND GUTTER NOTES PER CITY OF FONTANA STD. PLAN NO. 1000. O2 CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STD. PLAN NO. 1000. O3 CONSTRUCT 7" AC OVER 12" 95% COMPACTED NATIVE SUBGRADE. (R.C. = 957.) O4 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1003. O CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. PLAN NO. 1004. © CONSTRUCT 60' BUS BAY 8" PCC OVER 6" CAB OVER 12" MIN 959 COMPACTED NATIVE SUBGRADE PER CITY OF FONTANA STD. PLAN NO. 1005. O7 REMOVE EXISTING CURB AND GUTTER. ® CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN 1006, AND AS SHOWN ON PLANS. 0 COLD MILL EXISTING PAVEMENT AT VARIABLE DEPTH PER DETAIL "B", "C" OR "E" ON SHEET 7, AND AS SHOWN ON PLAN. CRACK SEAL PER DETAIL "A" ON SHEET 7, AND PLACE 2" AC OVERLAY. 10 REMOVE EXISTING AC PAVEMENT. I � 11 COLD MILL 1" EXISTING AC PAVEMENT, CRACK SEAL PER DETAILIL "A" ON SHEET 7, AND PLACE 2" AC OVERLAY. 66 12 CONSTRUCT CMU WALL PER DETAIL ON SHEET 20. 13 CRACK SEAL PER DETAIL "A" ON SHEET 7, AND PLACE TYPE II SLURRY. o 14 CONSTRUCT STANDARD DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1002. 15 CONSTRUCT 8" AC DIKE PER CITY OF FONTANA STD. PLAN NO. 1007. 16 REMOVE AND REPLACE EXISTING AC PAVEMENT PER DETAIL "D" ON SHEET 7. c� 17 CONSTRUCT DRIVEWAY AND RAMP PER DETAIL ON SHEET 20. I Ld f. Prepared Under The Supervision Of : CITY OF FONTANA CALIFORNIA 1"'u vF Bureau veritas North BASELINE AVENUE IMPROVEMENTS ca y America, Inc. 1565 MacArthur Blvd DRAWN BY: SCALE: 1e2e Costa Mesa, CA 92626 R.B. TYPICAL SECTIONS AS SHOWN Tel: (714) 431-4100 DESIGNED BY: DATE: -08—�9 Fax: (714) 825-1669 A.A.F. j www.us.bureauveritas.com APP ED BY: CHECKED BY: DRAWING NO.: 5 M.R. E� MOHAMMED ROWTHER R.C.E. 37127 Date CITY ENGINEER R.CE. 51152 ATE: ,e 2� L �6qq