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Limits of Clearing & Grubbing -- C017St <br />FIP <br />al' Existing —4 t <br />Ditch EI Shoulder <br />of Backing <br />01 <br />J t <br />2' <br />12" CSP <br />Extension <br />0.25 HMA Overlay . <br />__ _______ _____ Existing <br />--Existing-1 2" CSP --v Roadway <br />CSP Coupler <br />CSP EXTENSION DETAIL <br />STA 20+88 (19' Lt) <br />Existing _4' min _� Type 1= 0.50' HMA <br />Surface See Note Below Type 2= 0.25' HMA <br />Existing- <br />Roadway <br />xisting Roadway <br />PAVEMENT REPAIR DETAIL <br />NOTE: Approximate dimensions and locations used for estimating <br />purposes are available on Bid Express website. Dimensions and <br />locations are subject to change at the Engineer's discretion. <br />I SHOULDER BACKING <br />I Location Quantity (TON) <br />Sta 11+18 to Sta 60+70 (Lt) 441 <br />Sta 11 +40 to Sta 61 +83 (Rt) 223 <br />1 Total 664 <br />EARTHWORK (ROADWAY WIDENING) <br />Location Quantity (STA) <br />Sta 14+83 to Sto 17+33 (Lt) 2.50 <br />ADJUST FRAME AND COVER (SANITARY SEWER)' <br />Location Quantity (EA) <br />Sto 15+75 (15' Lt) in the corner 1 <br />Sto 17+33 (16' Rt) © IP W/N. Windsor Ave. 1 J -j <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER <br />11/20/23 <br />PENETRATION TREATMENT <br />Location Quantity (SQYD) <br />N. Windsor Avenue <br />Sto 9+54 to Sta 9+84 (Lt) 42 <br />Sta 9+54 to Sta 9+84 (Rt) 43 <br />S Broadway Avenue <br />Sta 9+56 to Sto 9+86 (Rt) 13 <br />Shoulder Detail <br />Left Shoulder areas (See Sheet No. 5) 327 <br />Right Shoulder areas 279 <br />Total 704 <br />HOT MIX ASPHALT (TYPE A) <br />Location Quantity (TON) <br />Begin Conform <br />Quantity <br />(SQYD) <br />Sta 10+80 to Sta <br />11+80 <br />Sta 10+80 to Sta 11+80 <br />Mainline Paving <br />447 <br />N. Windsor Avenue Conform <br />Sta 11 +80 to Sta <br />36+66 <br />RR Tracks <br />Sta 36+76 to Sta <br />65+50 <br />�S/O <br />N/O RR Tracks <br />End Conform <br />Sto 9+56 to Sta 9+86 <br />Sta 65+50 to Sta <br />66+00 <br />ST&E RR Conform <br />Roadway Widening <br />Sta 36+16 to Sta 36+66 (south <br />Sto 14+83 to Sta <br />17+33 <br />Sta 36+76 to Sta 37+26 (north <br />Cross Street Conforms <br />133 <br />N. Windsor Avenue <br />S. Broadway Avenue <br />48 <br />Driveway (Type D) <br />6 Locations <br />238 <br />Driveway (Type E) <br />Dike) <br />42 Locations <br />191 <br />Paved Frontage <br />Sta 65+50 to Sta 66+00 <br />Sto 39+30 to Sta <br />40+30 <br />(Lt) <br />Sto 40+57 to Sta <br />43+58 <br />(Lt) <br />Sto 51 +17 to Sta <br />54+20 <br />(Rt) <br />Sta 60+70 to Sta <br />61 +45 <br />(Lt) <br />Tapered Edge <br />(Lt & Rt) <br />Pavement Repair <br />75 <br />1,427 <br />1,472 <br />63 <br />175 <br />26 <br />35 <br />44 <br />138 <br />9 <br />26 <br />26 <br />6 <br />49 <br />43 Locations 478 <br />Tota I 4,049 <br />12" CORRUGATED STEEL PIPE (.079" THICK) <br />Location Quantity (LF) <br />Sta 20+88 (19' Lt) Total __ _,2 <br />LNLO SCALE CONSTRUCTION DETAILS AND <br />SUMMARY OF QUANTITIES <br />DATE CHECKED DATE <br />11/20/23 �"c, 11 /20/23 <br />COLD PLANE PAVEMENT <br />Location <br />Quantity <br />(SQYD) <br />Broadway Avenue at Fremont Street <br />Sta 10+80 to Sta 11+80 <br />447 <br />N. Windsor Avenue Conform <br />Sta 9+54 to Sta 9+84 <br />156 <br />S Broadwav Avenue Conform <br />Sto 9+56 to Sta 9+86 <br />208 <br />ST&E RR Conform <br />Sta 36+16 to Sta 36+66 (south <br />side) <br />133 <br />Sta 36+76 to Sta 37+26 (north <br />side) <br />133 <br />PCC Driveway Conform <br />Sta 49+54 to Sta 50+61 <br />48 <br />Broadway Avenue (® CG&S) <br />Sta 60+74 to Sta 66+00 (Lt) <br />238 <br />Broadway_ Avenue (® C&G & AC <br />Dike) <br />Sta 61 +97 to Sta 66+00 (Rt) <br />191 <br />Broadwo Avenue at Waterloo Road <br />Sta 65+50 to Sta 66+00 <br />376 <br />Total <br />1,930 <br />DRIVEWAY (TYPE D) <br />Location Quantity (SQYD) <br />6 Locations Total 214 <br />DRIVEWAY (TYPE E) <br />Location Quantity (SQYD) <br />46 Locations (Includes 4 frontages) — Total 2,139 <br />PAVEMENT REPAIR <br />Location Quantity (SQYD) <br />43 Locations Total 1,639 <br />ADJUST FRAME AND COVER (WATER VALVE) <br />Location Quantity (EA) <br />Sta 40+91 (16' Lt) 1 <br />Sta 44+23 (16' Lt) 1 <br />Sta 47+02 (16' Lt) 1 <br />Sta 50+35(13' Lt) 1 <br />Total 4 <br />BROADWAY AVENUE RESURFACING <br />(Fremont Street to Waterloo Road) <br />cffradowo r� By <br />I'S <br />Any ftw n thing TN* Drawing should ft" <br />AN 490t/nwNen 9v In*poetinq Thp Sita Of Wr- <br />Sheet No. <br />6 of 6 <br />