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Wide <br /> GENERAL NOTES <br /> '. See Note below <br /> I. The Contractor shall obtain a Caltrans Encroachment Existing <br /> Permit for any construction area traffic control devices Surface <br /> placed on Moriposo Rood. <br /> Pi <br /> 2. All trees, shrubs and fences shall remain in place ;! �"aiH a ", <br /> j unless otherwise shown on the plans. <br /> 3. Shoulder Backing Material at all intersection rodii shall O.-SO' Aepholt <br /> be blended with native material as directed by the Engineer. Concrete <br /> Payment for blending of material will be by Item No.1, Note: <br /> Force Account. Width (4' min.), length and locations <br /> 4. Al earthwork (including Shoulder Backing, except for to be determined by the Engineer. <br /> final grading of the shoulders) shall be completed prior <br /> to placing final layer of asphalt concrete. <br /> 5. Crack sealing of existing surface shall be as directed PAVEMENT REPAIR DETAIL <br /> by the Engineer. Payment for the work will be by _ <br /> Item No.t, Force Account. <br /> i f <br /> 0 6. Placement of Asphalt Concrete surfacing shall not begin <br /> until asphalt concrete used in Pavement Repair has _ <br /> been in place a minimum of 36 hours. <br /> ? b <br /> 7. Asphalt Concrete shall to placed as noted below: <br /> 9 =' 0.40' A.C. Thickness — Three (3) layers of approximately Conform • E.P. <br /> i3 ? equal thickness with pavement reinforcing fabric between CorAorm E.P. <br /> a the second and top layer. EP EP <br /> • <br /> 8 m 0.25' A.C. Thickness — Two (2) layers of approximately <br /> o equal thickness with pavement reinforcing fabric between <br /> the bottom and second layer. 1:1 1:1 � $ R R <br /> „ 0.17' A.C. Thickness — One (1) layer, no pavement 1 <br /> is reinforcing fabric. <br /> Conform —Conform <br /> 8. Frames and Covers of Water Boxes and Gas Valve <br /> Boxes shall be adjusted to finished grade by others ExistingWidth <br /> after the completion of the resurfacing project. 12 Min, <br /> 9. Five (5) Portland Cement Concrete driveways require 0.30' Asphalt Concrete over Variable depth Asp is Concrete <br /> sowcutting and removal prior to placement of asphalt shaped and compacted native over existing paved drive". <br /> v, concrete driveways, as directed by the Engineer. material. <br /> Payment for sawcutting and removal of Portland CementTYPE D TYPE E <br /> o Concrete will be by Item No. 9, Driveways (Type D). <br /> EPortland Cement Concrete driveways are as follows: <br /> Learned Avenue (Sta. 6+66 Lt., Sto. 7+54 Lt., and <br /> p Sta. 17+31 Rt.). Hall Avenue (Sta. 8+24 Lt.), and TYPICAL DRIVEWAYS <br /> Munford Avenue (Sto. 17+31 Rt.) <br /> m l <br /> z <br /> 0 <br /> CO()NW OF SAN JOAQUIN NO SCALE CONSTRUCTION TES MUN ShoeAINO DETAILS 7 of No. <br /> /� �,gD�RA/�WN BIyQ DATE PROJECT ENGINEER DATE CHECK/ED DATE SU /ITTED DATE APPROV OMMENDED y_TE <br /> Ca-,et %' �^W" ��99 --� 3�9 G J/3 1 3�?�" <br /> I <br />