Laserfiche WebLink
3 <br /> D) <br /> N <br /> I <br /> C <br /> w <br /> 0 <br /> N <br /> 'i Const. R/W Ul <br /> Limits of Clearing and Grubbing ��N��A� ��� m <br /> and Limits of Moilhox relocation. <br /> 20' 20' 1. The Asphalt Concrete (0-25' resurlocing) shol, be placed <br /> }n too (2) layers of approximate equal thickness with povernefA L <br /> reinforcing fabric placed between the 5ottom and first layer. <br /> I' 4'` 4' I 14`—t 1' 20'-1 1' � �4' 4' ;i'• <br /> 2. AN Pomment Repair and leveiir:g ,n:jst be completed 36 <br /> + I i hours prior to placement of Asphalt Concrete_ <br /> l I 20' Pavement Reinforcing iatric Z <br /> I I I 3- When paving aspholt concrete frontages, the <br /> i1 i Contractor shall not a6struct existing woUey gutters. { <br /> Con`orm ! 11 <br /> _V2_r V-� CaMorm I Var- Yar, r 4- Shoulder Backing Motefial of all intersectior- rode shell '13 <br /> F be blended Wth the top 6' of native soil material as C <br /> — -- -----� direetmd by the Engineer. Poym±ent for Vending shall be <br /> Shoulder Backing Existing Rocdray—�! 0.25' Aapholt Canerote considered as included in the cont unit price paid W <br /> (Gloss 2 Aagregale easel for plass 2 Aggregate Base_ <br /> aPCAL SECTION " <br /> 5• At eorUhworX (except fcr final grading of shoulders} n <br /> Stu. 67+54 to Sta. t74+0o spall be completed prior to ptacing final (oyer of asphalt <br /> emicrefe. No Shoulder Backing Madera: shall be deposited <br /> a or drifted on the Gno1 jiff o! asphalt concrete surfacing- 0 <br /> l <br /> Const. 6, The contractor sholl con&,ct the Shoulder Back:ng operations <br /> 11' 17 ■ so a$ not to disturb or o3stnct any existing draincge. In <br /> 2 2 <br /> ry <br /> o Gal— 7- All existing frontoge improvements shoft rerrain in <br /> n ..� 3 �.51 29L <br /> I place unless otherwise noted, <br /> _ -AF I L---—— — Place or adjust survey monument fames end covers of <br /> Existing Roadway----/ A-C- LeweFng=� - --------- the locations listed on sheet 9. N <br /> 0 <br /> Asphalt Concrete (Type A) Leveling Sta. 120+00 to Sto. 138+00 (Lt.) 4. Utility Frames and Covers shall be adjusted to grade by tD <br /> Sta. 71+75 to Ste. 74+25 Sta_ 141+15 to Sto- 153+00 (Lt.) ethers atter the resurfacing project is complete. r <br /> 4 <br /> Ql <br /> q 00 <br /> Co rtst. N <br /> 4' i as' ala' I 4 <br /> Vor <br /> c — Z7�LLZ '✓�--pan -- <br /> _y H - -----{ r---- --J <br /> T Existing Roadway— A.C. Leveling— Sta. 70+82 to Sta. 7$+84 (Rt.) Stc. 70+$2 to Stu. 78+64 (Rt.) <br /> Asphalt Concrete (Type A) Leveling <br /> Q Sto. 74+25 to Sta, 78+84 <br /> TYPICAL SECTKW AND BIRO ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN "0 SC" GENERAL NOTES (State Route 132 to 500'1 N/0 Durham ferry Rood) 2 of 9 � <br /> DATE .RWF--T ENCINEER I DATE c4mf(E-D D n SIOOMEh DATE APpn V22MMENDM DATA 0 <br /> ,tile. r�! N <br />