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GENERAL NOTES <br /> Const. 1. Contractor shall scarify native soil adjacent to pavement to a depth of 6 <br /> inches and blend shoulder backing material prior to compaction, limits of <br /> this work is confined to intersection radii plus 100' each direction. <br /> Limits of Clearing and Grubbing and Mailbox Relocation Exist. Conic. <br /> 2. Existing drainage facilities to remain in place. The Contractor shall <br /> See © I Curb conduct earthwork operation so as not to modify or obstruct the existing <br /> Shld. 16'-20' to remain. drainage. <br /> Details21 Q (TYp-) 3. All shoulder backing work (except for final shoulder grading) shall be <br /> 4'-8' 12'12'-20 completed prior to placing final layer of asphalt concrete. <br /> 24' Pavement Reinforcing Fabric 4. Asphalt Concrete used for Pavement Repair shall not be placed in layers <br /> _Var which exceed 0.50' in compacted thickness. <br /> _ Var. Var. 5. Placement of asphalt concrete surfacing shall not begin until the asphalt <br /> -' concrete used in pavement repair has been in place for 36 hours. <br /> _ 6. Asphalt Concrete shall be placed as noted below: <br /> i <br /> e 0.17' Thickness — One (1) layer with the pavement reinforcing fabric on <br /> o Existing Roadway � existing pavement. <br /> 0.25' Asphalt Concrete Overlay <br /> ❑1 0.17', Sta. 101+00 to Sta. 117+20 a 0.25' Thickness — Two (2) layers of approximate equal thickness with <br /> N TYPICAL SECTION pavement reinforcing on existing or prepared surface. <br /> © Refer to Plans for Pavement width 7. Survey monument frames and covers shall be adjusted to finished rade. <br /> a Sta. 61 +00 to Sta. 1 18+20 Y N 9 <br /> e > variations. Exact locations to be determined by the Engineer. <br /> 0 0 <br /> s 8. Where superelevations exist on horizontal curves, the new surface slope <br /> Z and drainage shall conform to existing. <br /> i Limits of Clearing Const. 9. All existing fences are to remain in place. <br /> and Grubbing and <br /> — Mailbox Relocation Const. 10. The Contractor shall obtain a "no fee" Encroachment Permit from the City <br /> A.C. Overlay Exist. Conic. Curb <br /> of Stockton for work within the City's jurisdiction. <br /> g Y Limits Clearing <br /> G <br /> I and Gto remain. (Typ.) <br /> 6 ❑3 <br /> l <br /> Grub <br /> E Limits of Clearing Const. <br /> o and Grubbing and <br /> c Vor A.C. Overlay Mailbox Relocation <br /> Const. Earthwork <br /> -Var - (Misc. Areas) <br /> 20' I�—+-20' <br /> � I Exist. <br /> ,H — — I Var. Var. Var. <br /> v Var. Depth Shoulder 1.5' �- 8' —�{ E Fence <br /> Backing (Typ.) — Existing A.C. I 4'-9' Ld 4'-6' —6.5 0 <br /> Gutter to E w c <br /> �^ remain in place 0 Var. dor. ° <br /> fJ Detail 2 o r <br /> Var <br /> OE <br /> Detail 1 <br /> _ f Sta. 61 +00 to Sta. 118+20 Lt. Sta. 69+83 to Sto. 104+49 (Rt.) _ __ _ _ 0.17' A.C. Overla <br /> ( ) Y Gutter Grade <br /> except as noted. \ i - - <br /> AC Overla over Var. Depth (Refer to X—Sections <br /> Y A.C. leveling Var. Depth for Elevation) <br /> m ❑3 a', sta. 100+00 to sm. 118+20 0.±J SHOULDER DETAILS Detail 3 Backing r Detail 4 <br /> P Sta. 83+60 to Sta. 87+00 (Lt.) Sta. 113+00 to Sta. 116+00 Rt. <br /> COUNTY OF SAN JOAQU NNO SCALE TYPICAL SECTION S. 99 FRONTAGE ROAD (W)RESURFACING Sheet No. <br /> Madposa Road to 1250'± S/0 Carpenter Road (City Limits) 2 Of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APEROVJ qtCOMMENI)ED DATE <br /> At.�d- Qty. 1 7/99 �fa7 Tit 1Ilp9d[Q v t /11// <br /> Tony I�Cfucrzo 181991 <br />