SP6588 - SP6590 - Laserfiche WebLink

Home Browse Search

GENERAL NOTES: 1. Existing highway and utility facilities must remain in place unless otherwise noted. 2. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise 4' Min noted. See Note Below Existing Existing 3. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork Surface Roadway operations so as not to obstruct the existing drainage. 4. All Earthwork must be completed prior to placing Hot Mix Asphalt and Geosynthetic Reinforced Chip Seal. 41 No Shoulder Backing material will be deposited, graded or drifted on the Geosynthetic Reinforced Chip Seal. Where shoulder placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully 0.50' HMA -Pavement Repair (Type 1) complacted layers. 0.30' HMA -Pavement Repair (Type 2) 5. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work must be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. PAVEMENT REPAIR DETAIL 6. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hour notice to the County. All testing must conform to the Standard Note: Approximate dimensions and locations used for Specifications. All re—testing will be paid by the Contractor. estimating purposes are available upon request. Dimensions and locations are subject to change 7. The Contractor must obtain an Encroachment Permit from the State of California for traffic control or any work at Engineer's Discretion. within the State's jurisdiction. Payment for this will be considered to be included in the various items of work. 8. The Contractor must enter into an Agreement with the Burlington Northern and Santa Fe Railway for any work within the Railroad's right—of—way. See SECTION 5-1.20C Railroad Relations of the Specifications for further details. ri Const Limits of Const Clearing and Grubbing Limits of Clearing and GrubbinIg and Mailbox Relocation (32') EP Earthwork (Misc Areas) * * I * * 10.5'± 3 2' 1 1' O'_2' 2' EP 21'± EP 2' O'-2' 1' w Geosynthetic Reinforced Chip Seal 0 n 0.5'20'± 0.5' 0 f� Existing Geosynthetic Pavement Interlayer (Paving Fabric)** I Surface 0 0 8 Xsr� B Var 8% 8% Var 3 --I--------------- J - — — —Existing RoadwayI fi 0.25' Shoulder Backing Var Depth Existing Shoulder Backing (Typ) Surface (Typ) TYPICAL SECTION ALTERNATE SHOULDER DETAIL Paving Fabric Limits** Sta 10+161t - a to 126+22 See Alternate Shoulder Sto 109+00 to Sta 125+00 (Lt & Rt) Sta 11+16 to Sta 35+29 - Detail this sheet. Sta 35+96 to Sta 58+41 Includes all four radii at the intersection Sta 62+63 to Sta 125+22 of Harrold Avenue and Vine Road) COUNTY OF SAN JOAQUIN NOT TO SCALE`' G,N -RAJL, (+IOTESo Y71CAL SECTION HARROLD AVENUE GEOSYNTHETIC REINFORCED CHIP SEAL Sheet No. rAND ;CQNSTRUCtT(QN DETAILS (River Road to State Route 120) 2 of 3 -Tnlxav Jared 1 0315 1 1 �e 4I/ G