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GENERAL NOTES <br /> * See Shoulder Detail 1 C t. * See Shoulder Detail 1 <br /> Limits of Clearing and Grubbing 1. Placement of Asphalt Concrete surfacing shall not begin <br /> and Mailbox Relocation. until the Asphalt Concrete used in pavement repair has <br /> been in place for 18 hours. <br /> *4' 12' 12' *4' 2. Asphalt Concrete 0.17' and 0.20' shall be placed in One (1) <br /> 22' Pavement Reinforcing Fabric layer with Pavement Reinforcing Fabric on existing or prepared <br /> surface. <br /> Conform -Var. I Vor._ Conform <br /> 3. Contractor shall scarify native soil adjacent to pavement <br /> V,gr 177 71 ­ <br /> at intersection radii to a depth of 6" and blend shoulder <br /> -- ----------77--------� backing material prior compaction. Limits of this work <br /> Shoulder Backing 0.17'/0.20' AC Overlay shall be confined to intersection radii plus 50 feet in each <br /> Existing Roadway TYPICAL SECTION direction. Payment for blending shall be considered as <br /> included in the price for Shoulder Backing. <br /> Anteros, Hinkley, Olive, Eleanor & Drake Avenues ® 0.17' AC Overlay 4. Decorative Gravel frontages within the limits of work shall be <br /> Guernsey Avenue ® 0.20' AC Overlay removed within 3' of the Edge of Pavement and relocated <br /> after all Shoulder work is completed. <br /> See Shoulder Details if See Shoulder Details Payment for this work will be paid by Force Account. <br /> Sheet 3 Sheet 3 <br /> i Cav�st 5. The Contractor shall obtain a "no fee" Encroachment permit <br /> o I from the City of Manteca for work within City's jurisdiction. <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation. 6. Water/gas valve frames and cover to be adjusted by others <br /> 0 12' 12' after completion of project. <br /> 0.201 7. Hand Grinding of Asphalt Concrete Pavement will be required <br /> n D A4 'AC 22 Pavement Reinforcing Fabric <br /> D n, at locations where water/gas valves and maintenance holes <br /> _1.5X-2.53X are within planing limits. <br /> % _ <br /> F 8. Contractor shall field verify location of detector loops before <br /> D --------- planing asphalt concrete. See Resident Engineer for contact <br /> - <br /> information. <br /> o m Existing Roadway 0.08' AC Leveling Course 9. Contractor is to notifythe Cit of Stockton Municipal Utilities <br /> TYPICAL SECTION 0.20' AC Overlay y p <br /> ° Cottage Avenue Department at (209) 937-8750 48-hours in advance of <br /> Adjusting the Sanitary Sewer Maintenance Holes to finish grade. <br /> IV <br /> if Wit. Limits of <br /> 0I Clearing and Grubbing <br /> rt Limits of Clearing and Grubbing <br /> 12' 2'm- <br /> 4'— 12' 12' 4' <br /> V ' 6' 6' <br /> 24' Pavement Reinforcing Fabric <br /> cn O %K - <br /> oir _Vor. _Var. Var.- <br /> ------------ <br /> ar._ Vo—� - <br /> • v <br /> _ __ RD DRA <br /> L------ --------------- ------------ ' erections B <br /> y For Planing Detail Exist. Curb, Gutter and Sidewalk <br /> Existing Roadway 0.17' AC o No B t #13 to remain in place <br /> �— TYPICAL SECTION over Crack o OULDER DETAIL 1 <br /> "' Summer Home Drive and Jeane Road .1hanges <br /> rson U�tng This drawing Shoul <br /> o ;iii information B j s 0�t�yVenue: Sta. 15+66 to Sta: 16+65 (Rt.) <br /> Y n pectina The Sit,, of Wnrl, <br /> COUNTY OF SAN JOAQUIN No SCALE TYPI'AL` SECTION <br /> EAST ECASTOAREATON STREETS PHASE 6 Sheet N 5 <br /> AND MANTECA AREA STREETS RESURFACING 2 of 15 <br /> Various <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED APP..f�Qy t ED bATE_; <br /> Enrique Siva 03/06 - 11-f* 7� Arizio: <br />