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BASE LINE BASE LINE CONST. _ CONST. Lane Line Lane Line (SoutSouthbound (Northbound) 3 3 a hbound) Refer to Curbed Median Details below -I I a u.i w I w ai 8' 12 12 2� Limits of Clearing and Grubbing Limits of Clearing and Grubbing 2❑ z 12' 12' 2' --6' IN 1 'f 1 't 6' 2 12' 12' 8' 6' 1 't w o w z zl J J E 24' Pavement Reinforcing Fabric E 6'± E ❑24' Pavement Reinforcing Fabric £ Z I Z g g C _Var. =Vor. Var, o l I/ o r Var., Var 3 v _Var. — VO�� c� �j Va--r� a 3 a 2' 12'�� 12' 8' r .ems ' l — r Ww i w Southbound Lanes Northbound Lanes Existing Roadway 0.17' Asphalt Concrete Overlay Variable Depth 0.17' Asphalt Concrete Overlay Existing Roadway Variable Depth Shoulder Backing (Typ.) Shoulder Backing (Typ.) 1❑ 36' Wide Pavement Reinforcing Fabric at: Northbound TYPICAL TRAFFIC Sta. 306+50 to Sta. 308+25 Sta. 377+50 to Sta. 382+75 LANE LAYOUT Soa. 482 d75 to Sta. 432+25 TYP I CAL SECTIO N Sto. 308+00 to Sta. 312+50 (Sta. 306+00 to Sta. 432+80) DESIGN DESIGNATION Sta. 382+00 to Sta. 387+25 (10 Years — 2012) Northbound T.I. = 8.0 D = 55% Sta. 398+00± to Sta. 403+00± (Rt.) Place variable width shoulder backing as instructed by the Engineer. BASE LINE D.H.V. = 1 ,660 Y = 60 MPH CONST. BASE LINE CONST. 1 ' 14' — 24' 14' — 24' 2' 4' Var. 7'-18' A.C. (Miscellaneous Areas) Remove Portion Concrete Existing Surface (Median) Curb and Paved Median I V�r� 27. Concrete Curb (Type B3) Vat% Refer to Caltrans RSP A87 rVariab'le Existing Surface for details. ZIZZ (Roodway) ZZ F— I \ Depth J L — I _ — J Var. I Shoulder Backing (Typ.) SHOULDER DETAILS AT SUPERELEVATION Var. Depth A.C. 0.17' A.C. Overlay CURB REMOVAL (Typical) (Miscellaneous Areas) CONSTRUCTION NOTES CURB REPLACEMENT (Typical) 8, 1 . Utility company to verify location of, and relocate CURBED MEDIAN DETAILS y conflicting telephone cables in areas of guardrail placement prior to construction start date. (Northbound Only) o o Refer to Sheet 6 for approximate cable location. Sta. 307+30 to Sta. 307+64 (Lt. & Rt.) E m o Conform 0 E.P. Sto. 308+33 to Sta. 318+93 0 ' + 2. The Contractor shall conduct his work with caution Sta. 373+82 to Sta. 381 +70 + o Finished Grade + as to not damage existing Loop Detectors. Sta. 382+84 to Sta. 389+82 _ _ Sto. 425+11 to Sto. 433+14 „�,�Xr�'?�>� � � �>ry" > " "" "� 3. Placement of asphalt concrete surface shall not o.so' A.C. begin until asphalt concrete used in pavement Exist. Grade repair has been in place for 36 hours. o 0 4. All shoulder backing work (except for final grading) + o o should be completed prior to placing asphalt concrete. Variable depth Asphalt Concrete SECTION A—A 5 Contractor shall scarify soil adjacent to pavement over existing paved driveway. to a depth of 6 inches and blend shoulder backing 4.0' Min. Conform ® E.P. material prior to compaction. Limits of this work See Note Below — — 30 confined to intersection radii plus 50 feet in each Existing Q direction. Payment for blending shall be considered Surface as included in the contract unit price paid for ' R=35' shoulder backing. R R O I Asphalt Concrete Conform z R=35' z R=8. �CfESSIpy a Note: Existing Width — — �c4 �c RYANF��F Width, length, depth and locations 0.50' Asphalt Concrete I y to be determined by the Engineer. 12' Min. over shaped andc3 ry LL compacted native. o - Conform 0 E.P. 'W No. C23341 of o of * Exp. 12-31-05 PAVEMENT REPAIR DETAIL Variable Depth of Shoulder Backing o 9� clw� O��P R = Conform to existing Radii Material (0.50' Min.) over shaped 0 Q C01 CP��E and compacted native. DRIVEWAYS TYPE E DRIVEWAYS TYPE IF Sta. 319+78t �/ a Bench Mark: z Assumed Elevation 100.00' at gutter lip north end of median bull nose, approx. Sta. 319+00 C a a DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATESHEET TOTAL D /z/�r COUNTY OF $AN JOAQUIN NO SLALE TYPICAL SECTION AND WEST LANE RESURFACING NO. SHEETS L �� o2 __ ��►�/o �� ,� /u�,.,, >,�'��ii /� CONSTRUCTION DETAILS (Eight Mile Road to Armstrong Road) 2 7 FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE W