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1' <br /> 83MV210 31AVN 3113 <br /> Construction <br /> Construction <br /> Limits of Cleari'g and Grubbing Limits of Clearing and Grubbing <br /> 30'-45' 12'-18' i 33'-66' <br /> 16'-55' 16'-17' <br /> 4' 0'-35' 12'-16' 12'-13' 4' Exist. romaMBGR or Bridge 4' <br /> Railing to remain in place. <br /> Exist. A.C. Dike to 24' Pavement Reinforcing Fabric Exist. A.C. Dike to Exist. Curb, Gutter, and I <br /> remain in place - remain in place. Sidewalk to remain in place. <br /> Sta. 42+56 to Sta. 43+56 I Existing Concrete <br /> _Var. _Var. I Var. r_ Var. _Var. r I median to <br /> `r. �r..� T - , - - \ remain in place. <br /> �'- ' 1 \ \ <br /> / \� /�� <br /> I <br /> 0.06' \ \ \ <br /> �- - - - - - - - - - - - - - - - - - - - - - <br /> - - - - 0.10' at Bridge Railing. Exist. Curb, Gutter, <br /> 0.10' at A.C. Dike. \ \ and Sidewalk to <br /> 0.10' - Sta. 42+56 to Sta. 43+56 0.25' Asphalt Concrete Existing Roadway 0.10' - Sta. 42+56 to Sta. 44+12 0.17' when adjacent to native shoulder. 0.17' Asphalt Concrete \ \ - remain in place. <br /> Var._ _ <br /> (Reduce to 0.04' in front of 0.06' - Sta. 44+12 to Sta. 45+60 Existing Roadway \ <br /> Asphalt Concrete Downdroin) Sta. 42+56 to Sta. 46+49 0.10' - Sta. 45+60 to Sta. 46+49 �'� <br /> 0.00' - Sta. 43+56 to Sta. 46+49 <br /> (Conform adjacent to Service Station Frontage) <br /> Sta. 58+06 to Sta. 63+50 - Right of rt Const. L- - - - - - - - - - - - - - - - - - 0.10' <br /> Sta. 58+34 to Sta. 63+50 - Left of Const. Existing Roadway o.f7' Asphalt Concrete <br /> Construction <br /> I � <br /> Limits of Clearing and Grubbing <br /> Construction <br /> 14'-55' 14'-16' <br /> Limits of Clearing and Grubbing <br /> 4'-10' 10'-45' 12' 2'-4' <br /> 28'-89' 16'-49' 4'-6' <br /> 24' Pavement Reinforcing Fabric Exist. A.C. Dike to <br /> I <br /> remain in place. 4' <br /> Var. <br /> -Var. I Var. ya�a 24' Pavement Reinforcing Fabric° 1' 4' 1' 12'-24' Pavement Reinforcing Fabric° <br /> NIXExist. Curb, Gutter, and <br /> Sidewalk to remain in place. <br /> 7- <br /> Vor. <br /> - � - � _Var.- •`••/• Va` Conform <br /> L - - - - - - - - - - - - - - - - -0.17' - StSta. 46+88 0.25' Asphalt Concrete Overlay Existing Roadway 0.10' - In front of existing A.C. <br /> Dike and 1-580 on ramp. <br /> 0.10' - Sta. 46+88 to Sta. 48+72 _ _ _ <br /> Sta. 46+49 to Sta. 48+72 °'10 - - - - - - J Shoulder Backing �yP ) <br /> 0.25' Asphalt Concrete <br /> Existing Roadway <br /> ° Pavement Reinforcing Fabric 0.25' Asphalt Concrete <br /> (sta. 67+00 to sta. 89+48) Sta. 63+50 to Sta. 89+48 <br /> N4t0; No Pavement Reinforcing Fabric between <br /> Station 51+10 to Station 67+00 <br /> Construction <br /> I q <br /> I <br /> Limits of Clearing and Grubbing <br /> Construction <br /> 24'-52' 24'-43'f <br /> I <br /> -Limits of Clearing and Grubbing and Mailbox Relocation <br /> 10'-25' a a 14'-42' 14'-33't 10' <br /> 4' 15'-28' ►I 15'-23' 4' <br /> 24' Pavement Reinforcing Fabric <br /> _Var. I Var. <br /> Var. - Var._ f <br /> Var. Var. Var. Conform <br /> L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� Conform r <br /> Existing Roadway 0.17' Asphalt Concrete 0.10' / - - \' \\ <br /> Sta. 51 +10 to Sta. 54+24 / Shoulder Backing \ <br /> (Typical) Existing Roadway 0.25' Asphalt Concrete <br /> This edge of pavement is: <br /> 1) 0.10' when adjacent to existing A.C. Dike or concrete bridge railing. <br /> 2) 0.06' in front of MBGR, also 1' away from face of roiling. Sta. 89+48 to Sta. 126+00 + <br /> 3) to conform with 0.10' Asphalt Concrete in the 1-580 "on-ramp' area. <br /> `'• � sem--3+}°Ii{•T+'¢ <br /> Construction <br /> I <br /> Limits of Clearing an Grubbing <br /> c GENERAL NOTES <br /> 32'-38' 10'-15' 33'-42' 0.10' L Const. 1. 0.25' Asphalt Concrete surfacing shall be placed in two (2) layers of <br /> '-38' 4' I approximate equal thickness. <br /> 4' 25'-31' 3' 1'� 29ty 4' Var. 2. Placement of Asphalt Concrete overlay shall not begin until the Asphalt <br /> Concrete used in Pavement Repair has been in place for 18 hours. <br /> Exist. A.C. Dike to Exist. MBGR 3. Shoulder Backing at all intersection radii shall be blended with the top 6" of <br /> remain in lace. or Bridge Conform Exist. A.C. Surface <br /> P I native soil material as directed by the Engineer. Payment for blending shall <br /> _Var. 1 Radmg• be considered as included in the contract unit price paid for Shoulder Backing. <br /> Var• 1 Exist. A C. Dike to <br /> �Z__ ------ __ ___________ 4. The contractor shall conduct Shoulder Backing operations so as not to disturb <br /> \ remain in place L -- ------ or obstruct any existing drainage. <br /> 0.- - - - - - - - - - - - - Var. - Vo_.a ` ----- ---- 5. All earthwork, except final grading of the shoulders, shall be completed prior to <br /> L - - - - _ _ _ - Grading Plane placing final layer of asphalt concrete. No Shoulder Backing shall be deposited <br /> or drifted on the final lift of asphalt concrete surfacing. <br /> 0.10'• Existing Roadway 0.17' Asphalt Concrete I I LONGITUDINAL PLANING DETAIL 6. All existing frontage improvements shall remain in place unless otherwise noted. <br /> • 0.10' when adjacent to Bridge Railing. L - - - - - - -=- - - -J 0.10' <br /> Existing Roadway 0.17' Asphalt Concrete <br /> Sta. 54+24 to Sta. 56+03 - Left of Const. <br /> Ul Sta. 54+24 to Sta. 56+46 - Right of Const. <br /> SHEET TOTAL <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTIONS MOUNTAIN HOUSE PARKWAY RESURFACING NO. SHEETS <br /> *j/p,3 3�ZI 1 a3 07 j� �d 3,Izole / GENERAL NOTES :1(500' south of Interstate 580 to 1,100' south of Interstate 205) 2 7 <br /> C <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br />