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'ON 133HS I 83MV80 R/W _ Slope paving (concrete) Existing highway facilities (removing asphalt concrete) Conform to top of slope embankment. Refer to schedule (left side) �� sQ Refer to 0 k��' --- Schedule (Lt.) SLOPE PAVING (CONCRETE) SCHEDULE left side) Station Slope Slope distance 1` Begin 226+77 - 9.0, 227+00 2.00 :1 14.5' `t•Sr 227+50 2.00 :1 T7.5' 13' 228+00 2.00 •1 T-7- 1g. End 228+31 - 5.5's' Begin 228+84 - 5.5' S: S' 229+00 2.00 :1 "0' 12- 229+50 2.00 :1 A-1.5' End 229+76 - 8.0' $� Limit of embankment work Coast. 0.25' Portland cement concrete. I I Native soil compacted to 90% relative compaction. \ \ I - - - - - - -- - - - - - - - - - - • � - - - - . -' - - - - - - - - - - - ..J L WP I CAL SECTION Sta. 226+77 to 228+31 (Lt.) & Sta. 228+84 to 229+76 (Lt.) Sta. 226+88 to 228+31 (Rt.) & Sta. 228+84 to 230+50 (Rt.) CD/7St. 80' Right-of-way (Limits of clearing and grubbing and finishing roadway I (Limits of modified latex slurry seal) - 4' I Paved 12' Travel lane shoulder 2' 4' * 2'-6.5' f 2.5' ► Earthwork (Roadway widening) EP 0.5' Saw cut r; _8%_ 1.0' Asphalt concrete (Type A) New EP Co/7SI New EP 18't-19.5't I * 2'-3'f I Earthwork (Roadway widening) 4' 1 EP Slurry seal 0.5' Saw cut 2% _ 8% Existing roadway - 1.0' Asphalt concrete Shoulder (Type A) backing SHOULDER DETAIL Sta. 240+10t to Sta. 240+72 (Rt.) 12' Left turn lane 12' Travel lane 6' 6' .. 2.5' I Slurry seal I 1 Existing roadway L 0.20' A.C. TYPICAL SECTION o.20' A.c. - 5 wide pavement 5 wide pavement reinforcing mesh, Sta. 240+33 to Sto. 252+00 (Lt.) reinforcing mesh. Sta. 239+33 to Sta. 242+00 (Rt.) Sta. 246+88f to Sta. 251 +07f (Rt.) Conform Fill material (local borrow) as needed. New * 0.5'-13't EP 2' 2' Earthwork - - - - EP (Roadway widening) Slurry seal 0.5' Saw cut - - - - 2%Conform Existing roadway - - - - - - - - - - - - - - - -- - - - - - - - 1.0' Asphalt concrete Shoulder (Type A) SHOULDER DETAIL backing Sta. 242+00 (RT.) to Sto. 1 1 +20 Woodson Rd. (RT.) Sto. 10+83 Collier Rd (LT.) to Sto. 246+88t (RT.) DRAWN BY DATE PROJECT ENGINEER E`nrique Silva 2113 DRAWER HEET NO. - 9_U - DATE DATE CHECKED BY Coast. Slope paving (concrete) Existing highway facilities (removing asphalt concrete) New EP 4' Paved shoulder * 2' -8' f Earthwork (Roadway widening) EP 0.5' Saw cut 2% Conform to top of slope embankment. Refer to Schedule (right side) Refer to- Schedule(Rt.) Place 6x6 W1.4 X W1.4 welded wire reinforcing (Typ•) Native soil compacted to 90% relative compaction. - 0.25' Portland cement concrete. NOTE. For details of slope paving (concrete) protection, refer to State of California Dept. of Transportation (Slope paving -Full slope detail) in the back of the special provisions. * See shoulder details below Earthwork (Miscellaneous areas) 1.0' Asphalt concrete,, (Type A) 1. All roadway cut material (except A.C. material) shall be considered as local borrow and shall be used as fill material where needed. 2. All roadway cut material shall be free of organics (weeds, grass, etc) before used as fill material (local borrow) 40' I I 15.5' * thw Imo✓ ` Earthwork Slurry seal -(Roadway widening) 0.51 Sawcut � 2x _ A! R/W * 19'f Earthwork (Miscellaneous areas)-� R/W GENERAL NOTES.- 1. Contractor shall obtain from the County a copy of the fully executed wireline crossing agreement prior to commencing any work in Union Pacific R.R. Company right-of-way and must be available on the job site if requested by railroad employees. During the life of the agreement, Contractor shall fully comply with the insurance requirements described in exhibit C. The Contractor shall comply with UPRR Wireline Crossing to Agreement for safety standards and installation instruction of steel conduit underneath the track and obtain proper insurance as required by UPRR. Copy of UPRR Wireline Crossing Agreement is located in the back of ¢4 the special provisions. �( 1 C:) . a" 2. All work shall be in accordance with the requirements of these Plans and Specifications, and the latest -�► edition of San Joaquin County Standard Specifications and Special Provisions and Standard Drawings, the May 2006 State of California Department of Transportation Standard Specifications and the latest edition of the b Manual of Uniform Traffic Control Devices. In the case of a conflict the most stringent requirements shall apply or as determined by the Engineer. SLOPE PAVING (CONCRETE) SCHEDULE (right side) Station Slope Slope distance Begin 226+88 - 7.5' 227+00 2.00 :1 227+50 2.00 :1 i 7.5'• 228+00 2.00 :1 .22•0" 20' H,S'' End 228+31 - 4.5' Begin 228+84 -C1' 11 229+00 2.00 :1 rg- 229+50 2.00 :1 .M# � 230+00 2.00 :1 8 5` gyp• End 230+50 - 8.0' C. -K- 3. Contractor shall be required to arrange for all storage/staging areas and Traffic Control. 4. The type, size, location and depth of existing underground utilities shown on these drawings were obtained from various sources. Efforts have been made to locate and delineate all known underground facilities. However, no responsibility for the completeness and/or accuracy of delineation of such underground facilities, which may be encountered is assumed by the Engineer or owner. It is the responsibility of the Contractor to verify the existence, depth, and/or location of all underground utilities prior to commencement of construction. 5. The Contractor shall notify the Engineer of any conflicts between existing utilities and proposed improvements. 6. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing shall conform to the Standard Specifications. All re -testing shall be paid by the Contractor. 7. The Contractor's attention is directed to section 1540(a)(t) of The Construction Safety Orders (Title & California Administration Code Section 1540), issued by Occupation Safety Health Standards Board pursuant to the California Safety Health Act of 1973, as amended which states: prior to opening excavation, efforts shall be made to whether underground installation (i.e. sewer, water, fuel, electrical lines, etc,) will be encountered and, if so, where such underground installations are located when the excavation approaches the approximate location of such installation. The exact location shall be determined by careful probing and/or digging, and when it is located, accurate protection shall be provided for the existing installation. All known owners of the underground facilities in the area concerned shall be advised of proposed work at least 48 hours prior to start of actual excavation. 8. During construction the Contractor shall maintain the integrity of existing facilities. Any damage shall be repaired by Contractor to the satisfaction of the utility agency, at no cost to the owner. 9. Contractor shall be responsible for coordination with PG&E for power connection and new lighting service. Please contact Julie del Corso at (209) 942-1418 with PG&E. 10. Earthwork (Miscellaneous Areas) shall include ditch relocation, ditch grading, fill material and compaction. 11. The Contractor shall notify Kinder Morgan (KM) to arrange for a pipeline reprersentative to be present during work near the pipelines at least two weeks prior to commencement of work. Please contact Kinder Morgan representative Ken Yeo at (916) 369-9772. The Contractor shall also provide a list of construction equipment that will be used at the project site to Kinder Morgan 15 calendar days after award of contract. 12. The Contractor shall hand dig in the area of the KM pipe line if required by KM inspector. 13. Latex Modified 'Slurry Seal shall be applied after removal of existing centerline, edgeline and pavement markers from Station 237+00 to Station 252+00. 14. The removal of pavement markers shall be considered as included in the contract unit price paid for asphalt concrete and no separate payment will be allowed. New EP * Earthwork (Miscellaneous areas) I * 2' -8' f 2'-3' 3.5' 2' Earthwork Varies -� (Roadway widening) EP � Slurry seal 0.5' Saw cut Ditch flowline. 2%- Vor• \Jof - - - - - Existing roadway ---------------- Ile \%, 1.0' Asphalt concrete Shoulder (Type A) backing: ;> �;%- Fill material (local borrow) as needed. New 18" Dia. R.C.P. Varies SHOULDER DETAIL Sta. 10+81 Woodson Rd. (LT.) to Sto. 245+ 10f (RT.) Sta. 245+53t (RT.) to Sta. 10+83 Collier Rd. (RT.) 6'0/7S1f New FP * Earthwork (Miscellaneous areas 4' 1' 4' 4' Existing wood fence to remain in place. PROPOSED DITCH SCHEDULE Station: Item Flowline elevation Sta. 11+08 Woodson Rd. Begin ditch 46.05 Sta. 10+43 Woodson Rd. Interm. distance 46.20 Sta. 244+20 Interm. distance 46.35 Sta. 244+50 Interm. distance 46.42 Sta. 245+12 End ditch 46.60 Sto. 245+55 Begin ditch 46.95 Sta. 10+70 Collier Rd. End ditch 46.65 - „i , FMCMDDMONG P�enoln Uanp ing n Seri All 1nf0ffYW 8y IMp0etinq The Sid . Wary • ,,,r $111 w ! UNDERGROUND SERVICE ALERT w -t+ _ �OFESS/CiV�. Mt 14 No.42581 OF Cl nv as needed. David Mendoza SHOULDER DETAIL Registered Civil Engineer Sta. 240+95t to 241 +96t (RT.) Sta. 246+88t to 251 +03t (RT.) DATE TYPICAL SECTIONS & LOWER SACRAMENTO ROAD SAFETY IMPROVEMENTS SNo SHEETS COUNTY OF SAN JOAQUIN SCALE: NONE SHOULDER DETAILS (1,000' s/o Undercrossing to 600' n/o Collier Road) 2 11 �3 I Fill material (local borrow) as needed. Place 3 C.Y. of rock slope \ ?------------ protection (Facing method B-75 lb.) I�L Rock slope protection shall conform to 1,0' Asphalt concrete Standard Specification Sec. 72-2. (Type B) - -` Existing 24" Dia. R.C.P. , - (crossdrain) - I I - I Place 5t L.F. 24" Dia. R.C.P. Class N Install straight Connect to existing pipe. Refer to sheet I culvert headwall No. 10 for pipe connection details. pipe per S.P. D89. 24.5' -T- 5't SHOULDER DETAIL PreArdC),,&^ Sta. 241 +97 (Rt.) �o �•�o`^•• o� dli �� 2: (Type A) backing J FI ZRII material (local borrow) PROPOSED DITCH SCHEDULE Station: Item Flowline elevation Sta. 241 +OOt Begin ditch 45.44 Sta. 241 +50f Interm. distance 44.12 Sto. 241 +92f End ditch 43.00 Sto. 246+88t Begin ditch 45.53 Sta. 248+00f Interm. distance 45.93 Sta. 249+00f Interm. distance 46.33 Sto. 250+00t Interm, distance 46.73 Sta. 250+97t End ditch 47.13