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GENERAL NOTES 1 . Placement of asphalt concrete shall not begin until the asphalt concrete used in t Pavement Repair has been in place for 18 hours. am I 2. Asphalt Concrete shall be placed as follows: Limits of Clearing and Grubbing — 0.21' Overlay: (2) Two layers of approximately equal thickness with reinforcing fabric laced on the existing pavement or prepared surface. and Mailbox Relocation. — 0.17' Overlay: 1) One layer with reinforcing fabric placed on existing 1' 4 12'— -- - 12' 4 1' pavement or prepared surface. See Shoulder 22' Pavement Reinforcing Fabric See Shoulder 3. Hand Grinding of Asphalt Concrete Pavement will be required at locations where Details I Details water/gas valves and maintenance holes ore within ploning limits. Conform Conform 4. Frame and Cover for maintenance holes to be adjusted to Finish Grade Refer var. va _ var to Improvement Std. No. CW—R36 for details. 5. Woter/gos valve fromes and covers to be adjusted by others after completion L---------- - ---- -------- ------------ - of project. Shoulder Existing Roadway 6. Backing T 0.17-0.21' A.C. Overlay Shoulder Rocking material at all radii shall be blended with the top 6" of g ( yp.) native material as directed by the Engineer. Limits of work shall be a TYPICAL SECTION (STREETS NORTH OF MAIN ST.) confined to intersection rodii plus 50 feet each direction. Payment for blending ni shall be considered as included in the unit price paid for Shoulder Backing. Gertrude Avenue: Sto. 0+26 to Sto. 32+60 0.21' 0 Gertrude Avenue: Sto. 32+92 to Sto. 44+99 0.17' 7. The Contractor shall conduct the Shoulder Backing operation so as not distrub D or obstruct an existing drainage. i Sinclair Avenue (N): Sto. 0+26 to Sta. 32+60 0.21' y g g 0 o Sinclair Avenue (N): Sta. 32+92 to Sto. 45+50 0.17' 8. Port Circle Culverts and Steel Plating at driveways ore to remain in place unless o -n Myrtle Street: Sto. 10+50 to Sto. 17+50 0.17' directed otherwise in the plans. rt m Coolidge Avenue: Sto. 32+92 to Sto. 40+10 0.17' Carroll Avenue: Sto. 32+92 to Sto. 40+10 0.17' 9. Street side Storm Drains inlets will be protected from liquid runoff sediments and `� 2 chemicals pollutant in a monner consistent with the requirements of The Notional Dawes Avenue: Sta. 32+92 to S + �, , P q c �*, REUa N G Pollution Discharge Elimination System (NPDES) General Construction Permit. 10. Contractor is to notify the City of Stockton Municipal Utilities Deportment at N Corrections Py (209) 937-8750 48—hours in advance of adjusting the Sanitary Sewer M No Chun �. 5 , ' '� �— Maintenance Holes to finish grade. o Date' 9 /�$�� 1. All eorthwork except final lift of Shoulder Backing shall be completed prior to " � Any Peron ;i�g his c d'r'r1 Should Verify placing the Asphalt Concrete Resurfacing. No shoulder backing material shall be CwsConst. 2Ctin The Site Of Work deposited or drifted onto the Asphalt Concrete Resurfacing. A110MQ iQM�W 9 12. Reference to Class "B" concrete in these Plans or Special Provisions shall be Limits of Clearing i� and Grubbing interpreted to mean Class 3 concrete. I and Grubbing , 2'-4' 13. All minor Concrete (Curb and Gutter) that is to be removed shall be sow cut to "' ( ;�--✓� 12' 2' the limits shown on the plans. The cost of the sow cutting and removal is to be 12' 2'-4' Earthwork Misc. Area included in the Minor Concrete (Curb and Gutter) item of work. 14. Frame and Cover for maintenance holes to be adjusted to Finished Grade. Refer —Vor.� Conform ' to S.J. Co. Impromement Std. No. CW—R36 for details. Sanitary Sewer Maintenance Vim` Var._ Conform Holes Frame and Cover shall be adjusted to grade per City of Stockton Stondards. — v\71B Refer to Improvement Standards Drawing No. 54 & 55. cn IExisting Roadway — — — — — — — I Existin Roodwo 15. All new Curb and Gutter or Curb, Gutter and Sidewalk shall conform to the v — 9— — — y ' existing flowline elevations, with a straight grade between conforms. Shoulder Backing lder king 16. Asphalt Concrete (Miscellaneous Areas) shall be placed in two lifts. SHOULDER DETAIL 1 0.35 A.C. Widening 17. Removal of A.C. dike where shown on the plans shall be done in such a m (A.C. Miscellaneous Areas) M Sinclair Avenue (N): manner as not to damage surface beneath dike. Payment for dike removal and Sto. 15+20t to Sto. 45+50 (Lt. & Rt.) SHOULDER DETAIL 2 disposal shall be considered as included in the contract Lump Sum unit price for rn z Coolidge Avenue Sinclair Avenue (N): Clearing and Grubbing. Sto. 32+92t to Sto. 40+10 (Lt. & Rt.) Sto. 44+75t to 45+50t (Rt.) 18. Contractor shall obtain a no fee encroachment permit from the City of Stockton Public Works Deportment before performing any work on the Sanitary Sewer System. COUNTY OF SAN JOA UIN TYPICAL SECTION EAST STOCKTON STREETS RESURFACING PHASE 7 Sheet No. Q NO SCALE AND GENERAL NOTES (Streets North of East Main Street) 2 of 17 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE Enrique Siva 02/07 -Z�4 /6;c: i UA 21d Y z�o7A .0&1/ =` P. 0