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0. <br />Z11 <br />r <br />_•M <br />W t192C <br />�i. <br />��++ cmc- <br />ZC�(Q <br />EP Conform @ EP rip- B <br />6'** <br />-T <br />Conform B <br />12' min <br />Existing width <br />0.30' HMA over shaped and <br />compacted native material <br />i, <br />Const EP <br />I—,/ -HMA Overlay - - 6'** ----� <br />Driveway � <br />o <br />Varma (1 pq ma I+- <br />-Existing <br />� �� Z_ZZ - x) _ Surface <br />- -- - - <br />R & D Excavated Material <br />Existing Roadway L-0.30' HMA over shaped and <br />compacted native material <br />DRIVEWAY (TYPE D) SECTION B—B <br />"NOTE: Portion of existing driveway shall be removed 6' or as noted below from the edge of pavement. <br />Concrete driveways shall be saw cut to provide a neat joint at the conform line. <br />CONCRETE DRIVEWAYS: <br />Sta 17+80 (Lt) -2' 0 Sta 19+23 (Lt) -4',k Sta 23+03 (Lt) -4' zk Q = BASE BID <br />EP Conform @ EP - ro- A <br />C017SI EP <br />I-- /- HMA Overlay---'- --- 6'— <br />6 R R g <br />Dwy/Frontae) <br />1 I Var I Var � -0.04' r Existing <br />Conform , (10mao <br />A <br />12' min I ��Z x 1 Surface <br />Existing width <br />Variable depth HMA over I -Var depth HMA over <br />existing paved driveway Existing Roadways existing surface <br />DRIVEWAY (TYPE E), SECTION A—A <br />TYPICAL DRIVEWAY DETAILS <br />ACnM04O m.4. No. t <br />RWP(A,C-% Ptooj sNrE!"r 'f <br />wiTH Limits of Clearing & Grubbing Const <br />�E"iEA 5MSSe+ -+ R /-- --- ;- •-i <br />I <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER <br />3/27/23 1 ( <br />and Mailbox Relocation <br />EP <br />► 1 ' - 4' - - 12' <br />Existing- ° 2' <br />C 8% `Match Existing Slope i <br />Surface o! -- <br />Shoulder Existing Roadway <br />Backing <br />SHOULDER DETAIL 2 <br />Austin Road: <br />Sta 18+00 to Sta 24+63 (Lt) Sta 20+25 to Sta 24+63 (Rt) <br />*Sta 24+63 to Sto 25+77 (Lt) *Sta 24+63 to Sta 49+11 (Rt) <br />*Sta 28+19 to Sta 49+11 (Lt) Sta 58+00 to Sta 62+20 (Rt) <br />Sta 49+11 to Sta 55+50 (Lt) <br />Sta 57+00 to Sta 61 +50 (Lt) <br />NOTE: *Only applies if Additive Bid A is constructed. <br />:&i <br />SHOULDER BACKING <br />Location Quantity (TON) <br />Austin Road <br />Sta 10+10 to Sta 24+63 (Lt & Rt) 84 <br />Sta 49+11 to Sta 60+20 (Lt & Rt) 227 <br />Tota 1 311 <br />-ASPHALTIC EMULSION (FOG SEAL COAT) <br />Location Es em,Gj, Aerar, Quantity (SQYD) <br />Austin Road <br />Sta 10+58 to Sta 14+85 (Lt) 79 <br />Sta 11 +00 to Sta 20+25 (Rt) 1,195 <br />Total 1,274 <br />PENETRATION <br />TREATMENT <br />Const <br />Location <br />Limits of <br />Clearing & Grubbing <br />Quantity <br />(SQYD) <br />and Mailbox Relocation <br />EP <br />Sta <br />10+12 to <br />1, 4, - - <br />EI <br />------12' - -- <br />(Lt) <br />30 <br />Shoulder- <br />10+12 to <br />Sta <br />10+62 <br />oBacking <br />Match Existing Slope <br />End <br />Conform <br />U <br />-....,Match <br />71 <br />Sto <br />61 +10 to <br />Existing Roadway <br />- <br />(Lt) <br />Existing <br />-- ---- ----- -- ---- <br />- 1 <br />Sta <br />Surface <br />(Rt) <br />54 <br />SHOULDER <br />DETAIL <br />1 <br />0 <br />Austin Road: <br />mSta <br />15+14 to Sta 18+00 <br />(Lt) <br />Sto <br />55+50 to Sta 57+00 <br />(Lt) <br />Sta <br />61 +50 to Sta 62+20 <br />(Lt) <br />M <br />Sta <br />49+11 to Sta 58+00 <br />(Rt) <br />I <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER <br />3/27/23 1 ( <br />and Mailbox Relocation <br />EP <br />► 1 ' - 4' - - 12' <br />Existing- ° 2' <br />C 8% `Match Existing Slope i <br />Surface o! -- <br />Shoulder Existing Roadway <br />Backing <br />SHOULDER DETAIL 2 <br />Austin Road: <br />Sta 18+00 to Sta 24+63 (Lt) Sta 20+25 to Sta 24+63 (Rt) <br />*Sta 24+63 to Sto 25+77 (Lt) *Sta 24+63 to Sta 49+11 (Rt) <br />*Sta 28+19 to Sta 49+11 (Lt) Sta 58+00 to Sta 62+20 (Rt) <br />Sta 49+11 to Sta 55+50 (Lt) <br />Sta 57+00 to Sta 61 +50 (Lt) <br />NOTE: *Only applies if Additive Bid A is constructed. <br />:&i <br />SHOULDER BACKING <br />Location Quantity (TON) <br />Austin Road <br />Sta 10+10 to Sta 24+63 (Lt & Rt) 84 <br />Sta 49+11 to Sta 60+20 (Lt & Rt) 227 <br />Tota 1 311 <br />-ASPHALTIC EMULSION (FOG SEAL COAT) <br />Location Es em,Gj, Aerar, Quantity (SQYD) <br />Austin Road <br />Sta 10+58 to Sta 14+85 (Lt) 79 <br />Sta 11 +00 to Sta 20+25 (Rt) 1,195 <br />Total 1,274 <br />DRIVEWAY (TYPE D) <br />Location Quantity (SQYD) <br />19 Locations Total 248 <br />DRIVEWAY (TYPE E) <br />Location Quantity (SQYD) <br />8 Locations Total _ 108 <br />ADJUST FRAME AND COVER (MONUMENT) <br />Location Quantity (EA) <br />- StG 37+84 (29' Rt) © Kimberley Drive 1 <br />1 <br />NO SCALE CONSTRUCTION DETAILS AND I AUSTIN ROAD AND COMCONEX ROAD RESURFACINGSheet No. <br />SUMMARY OF QUANTITIES (State Route 120 to Louise Avenue; State Route 120 to North End) 7 of 8 <br />DATE I _ CHECKED I DATE <br />3/27/23 1 f 3/27/23 <br />PENETRATION <br />TREATMENT <br />' <br />Location <br />Quantity <br />(SQYD) <br />Jeane Road <br />Sta <br />10+12 to <br />Sta <br />10+62 <br />(Lt) <br />30 <br />Sta <br />10+12 to <br />Sta <br />10+62 <br />(Rt) <br />61 <br />End <br />Conform <br />Sto <br />61 +10 to <br />Sta <br />62+20 <br />(Lt) <br />47 <br />Sto <br />61+13 to <br />Sta <br />62+20 <br />(Rt) <br />54 <br />DRIVEWAY (TYPE D) <br />Location Quantity (SQYD) <br />19 Locations Total 248 <br />DRIVEWAY (TYPE E) <br />Location Quantity (SQYD) <br />8 Locations Total _ 108 <br />ADJUST FRAME AND COVER (MONUMENT) <br />Location Quantity (EA) <br />- StG 37+84 (29' Rt) © Kimberley Drive 1 <br />1 <br />NO SCALE CONSTRUCTION DETAILS AND I AUSTIN ROAD AND COMCONEX ROAD RESURFACINGSheet No. <br />SUMMARY OF QUANTITIES (State Route 120 to Louise Avenue; State Route 120 to North End) 7 of 8 <br />DATE I _ CHECKED I DATE <br />3/27/23 1 f 3/27/23 <br />