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I GENERAL NOTES Const. 1. The Contractor shall obtain an Encroachment Permit from Caltrans for work and Const. traffic control within the State's right of way. 12' Var. Const. (Refer to Plans) 2. Contractor shall scarify native soil adjacent to pavement to a depth of 6 inches Limits of Clearing and Grubbing and Miolbox Relocation 1 r 12't 5'3 and blend shoulder backing material prior to compaction. Limits of this work is o Var. confined to intersection radii plus 50' each direction. Payment for blending shall be considered as included in the contract unit price paid for shoulder backing. o > (8- 14 ) Construct Swale See Shoulder 0 I 2❑ See Shoulder 1 0 to grade B I 3 w 3. All earthwork, except for final lift of shoulder backing shall be completed prior Schedule 12' i2' Schedule U ° (See Plans) $ 1 w R & D Exist. Dike to placing the final lift of asphalt concrete surfacing. Vor, o Vor' 4% 4. Where mainline asphalt concrete overlay exceeds 0.20', it shall be placed in - - - - 22' Pavement Reinforcing Fabric Vor. �-aq, ,� ,u two (2) layers of approximate equal thickness with pavement reinforcing on 1❑ - - - ' - - I — �- the existing surface. 0.12' Sta. 10+1 6 to Sta. 22+00 - - - - - - - - - - IL 0.35' Sta. 44+00 to Sta. 47+00 0.12' A.C. I 5. Placement of asphalt concrete surfacing shall not begin until the asphalt concrete Overlay 0.30' Asphalt Var. Depth used in pavement repair has been in place for 24 hours. Concrete A.C. Leveling F26. Embankment repair at two locutions within south bridge approach will be done as Var. Var 14' - 17' Sta. 77+00 to Sta. 86+45r� r� directed by the Engineer. Payment for this work will be by Force Account. 12' — 14' Sta. 93+22 to Sto. 96+40 DRIVEWAYS TYPE F A. C. ( TYPE B) LEVELING Item No. 1. Sta. 11 +00 to Sta. 11 +75 (Lt.) Sta. 79+54 to Sta. 85+75 (Lt.) 7. Existing gas valves to be adjusted by others. L - - - - - - - - - - - - — 3❑ za' sta. 10+16 to Sto. 21 +00 Sta. 12+ 10 to Sta. 12+85 (Lt.) Sta. 78+60 to Sta. 85+75 (Rt.) ❑1 34' sta. 77+00 to Sto. 85+70 Sta. 15+87 to Sta. 17+77 (Rt.) Existing Roadway 0.25' Asphalt Concrete Overlay 24' Sta. 85+70 to Sta. 86+45 24' Sta. 93+22 to Sta. 96+00 Conform ® E.P. Const. TYPICAL SECTION EP Sta. 10+ 16 to Sta. 197+75 1 12' Var. Depth A.C. Overlay *00R R Const. 1 13'-26' (Lt.) Construction I Limits of Clearing and Grubbing Var. and Mailbox Relocation g'-14' 04 E.P. Conform I R = Conform to c Location 12"' Standard Frame and existing radii Limits of Earthwork FDia. or Sq. Cover Assembl o Variable depth Asphalt Concrete Y 1 Misc. Areas o E (Refer to S.J. Co. I 0 0 6" 6" Std. Dwg, CW-M1.) 4' 2' 1'3 I o 0 o 0 over existing paved driveway. 1 A,C. Overlay Var. 0 Vor. E Vor. � TYPE E — — 4" - ,8" Existing Roadway Conform ® E.P. I w ` o E.P. � Var _. 87 v - - - - - - - � - - - - - - - - - - - - 6" p.C.C. EP 8-%� Vl - 0.12' A.C. Overlay Exist. A.C. Frontage J 1:1 I - - - - - - J LEGEND 0.00' Undisturbed Survey Monuments 'M' 1'1 0.25' Shoulder r basement soil 3/4"s x 30" iron pin Backing with identification marks DETAIL 3 ® Variable Depth Asphalt Concrete Overlay. (To be installed by others) EarthworkAT (Misc. Areas — Type 1 ) 0.10' Conform0.00 Depth of Asphalt Concrete Pavement Planing, Wt Conform SURVEY MONUMENTExist. Width ■ Limits of Asphalt Concrete Pavement Planing. � Asphalt Concrete 12' Min. DETAIL 5 (Miscellaneous Areas) 0.30' Asphalt Concrete over L Const. Intersection Location Width (Ft.) Length (Ft.) Exist. Surface shaped and compacted native Const. Street (Station) W1 W2 P T L 0.50' A,O, TYPE D Kirschemon Road (West) 52+94 16 - - 20 70 I I 17' S' The concrete driveway at Sta. 173+703 Rt. shall be removed to I Limits of Clearing and Grubbing Schmeidt Road (West) 65+98 25 40 10 20 50 the joint 21 '3 from the center line and reconstructed with and Mailbox Relocation 12' S' Schmeidt Road (East) 65+98 ,8 - - 20 50 asphalt concrete (Driveways Type D). Concrete removal I Exist. Fence Orchard Rood (West) 118+87 19 - - 18 30 b _ 6 shall be paid by the "Clearing and Grubbing" Item of Work. 2• 4• 1•t 3 (Gutter Grade a to remain Orchard Road (East) 118+87 19 - - 20 60 yl I"- I I "' Gutter to Sheet 4) A.C. Dike 0.10' A.C. Acampo Road (West) 145+23 24 40 20 40 52 * * I I Type C Walkway Conform Conform I R & D Exist. Dike - YV Y Acampo Road (East) 145+23 24 40 20 40 52 Structure Backfill Sta. (Lt.) Sta. (Rt.) I d o Conform X Length Length (957 Relative w o 27 4-8% 2R INTERSECTION PAVING DETAIL Compaction) „+7g q' 8+85 4' I Var 8y v - __-- 16+00 4' 19+30 4' I VO - 74 16+60 4' 19+80 4' I I A.C. Overlay L Imported Borrow 17+00 4' 20+35 4' - 8' - - - - - - J 2 0.25' A.C. 1 ' O.D. 1' Var. Depth 4' Min. 17+50 4' 20+95 4' Width, length and locations to be 18+38 1 ,' 21+40 4' Shoulder Backing Limits of Eorthwork (Misc. Areas) determined by the Engineer O.D. + 2' Existing 19+35 ,o' zz+ao a• DETAIL 2 Surface 19+75 4' DETAIL 4 TRENCH DETAIL 20+25 4' Earthwork (Misc. Areas — Type 2) Sto. 145+23 (Rt.), 20+65 4' Sta. 183+50 & Sta. 197+00 21+05 4' Const. SHOULDER SCHEDULE 22+80 4' I Limits of Clearing and Grubbing Sto. to Sta. (Left) Detail Sta. to Sta. (Right) Detail 0.50' Asphalt ConcreteTYPICAL DRIVEWAYS i �r and Mailbox Relocation 10+16 to 15+00 5 10+16 to 17+77 5 15+00 to 40+00 1 10+77 to 23+15 N/A Var. 6 1 '3 (A.C. Frontage) PAVEMENT REPAIR DETAIL 41+00 to 47+00 2 23+15 to 26+15 4 Const. A.C. Dike 48+00 to 58+00 1 26+40 to 42+00 1 Refer to Plan Layout 18' 18' a E 59+00 l0 66+00 2 43+00 to 49+00 2 18"' SDI (Typ.) , for location & type w $ 4'-0" 12'3 12'3 (Refer to S.J. Co. c 66+50 to 73+50 , 50+00 to 55+00 1 Match exist. I ° 73+50 to 76+70 3 56+00 to 67+00 2 1 ' Min. Improvement Std. Var. U rade T CW-M7 & CW-D14) , VO- r_� 76+70 to 85+75 1 68+00 to 74+00 1 6" 3'-O" 6" 9 (Typ.) I Existing Roadway kC'er I • . _ _ 86+45 to 93+22 N/A (Bridge) 74+50 to 76+70 3 Voc - - - - - - - - - - - - M L _ - - - - - � _ - - - - - _ � - - - - - J 93+22 to 96+00 1 76+70 to 85+75 1 oil1 � Var. Depth 97+00 to 115+00 2 86+45 to 93+22 N/A (Bridge) N oro shoulder backing Shoulder Backing 117+00 to 120+00 1 93+72 to 96+00 1 121+00 to 142+00 2 97+00 to 110+00 2 S=Level amp (Typ.) DETAIL 1 143+00 to 150+00 1 111+00 to 116+00 1 10 Hole V 5x18Rebar 2' Sta. 157+00 to 157+40 151+00 to 188+00 2 117+00 to 131+00 2 N " '1 per block 18" R.C.P. (Class Iv) Sta. 79+54 to Sta. 85+700 (L(Lt.) 189+00 to 191+00 1 132+00 to 138+00 1 Sta. 78+60 to Sta. 85+70 (Rt.) 192+00 to 195+00 2 139+00 to 143+00 2 PLAN SECTION A-A STORM DRAIN INLET EQUALIZER DETAIL 196+00 to 197+50 1 144+00 to 159+00 1 160+00 to 169+00 2 BUMPER BLOCK DETAIL Sta. 183+50 & Sta. 197+00 1170+00 to 197+50 Note: 1 . Equalizers to be installed prior to overlay. SHOULDER DETAILS 2. Right grate elevation equals existing center line elevation. Stations omitted are transition areas between shoulder type. DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPRCVAL RECOMMENDED DATE SHEET TOTAL �' � �� iJlJh €Tl` OF g= JtJr ' L ' II No SCALE b�zylaTYPICAL SECTION AND BRUELLA ROAD RESURFACING No. SHEETS i ��i 1'�� CONSTRUCTION DETAILS (State Highway Route 12 to Peltier Road) 2 6 FILE NAME DRWR SHEET A. ACAD REVISIONS DATE sheet-name.dwg D AVAcadtempAprojects\bruella\bruella-big plans