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GENERAL NOTES <br />LEGEND <br />SAN JOAQUIN COUNTY STANDARD DRAWINGS <br />E <br />v <br />�n <br />of <br />O <br />I <br />0 <br />N <br />N <br />O <br />Z <br />1. FOR ACCURATE RIGHT OF WAY, SEE RIGHT OF WAY RECORD MAPS AT COUNTY OFFICES. <br />2. ALL STATIONS OFFSET TO BARRIER ARE TO THE EDGE OF PAVEMENT AS SHOWN ON THE CONSTRUCTION DETAIL SHEETS. <br />3. ALL EXISTING TREES, SHRUBS, FENCES, WALKWAYS AND OTHER FRONTAGE IMPROVEMENTS SHALL REMAIN IN PLACE UNLESS <br />OTHERWISE SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. <br />4. ALL INLET LOCATIONS ARE REFERENCED AT THE FLOWLINE UNLESS OTHERWISE SHOWN. <br />5. EXISTING DRAINAGE LOCATIONS ARE APPROXIMATE ONLY. <br />6. WHEN CONFORMING TO EXISTING DRIVEWAYS WITH DIFFERENT SHAPES OR WIDTHS, TRANSITION THE NEW SIDEWALK OR CURB <br />UNIFORMLY OVER A LENGTH OF FOUR (4) FEET, UNLESS OTHERWISE NOTED. <br />7. ALL DRIVEWAYS SHALL BE STAKED AND FORMED AND THEN VERIFIED IN THE FIELD BY THE ENGINEER PRIOR TO PLACING CONCRETE. <br />8. PROFILE ELEVATIONS AT INLETS DO NOT INCLUDE INLET DEPRESSIONS. <br />9. STANISLAUS COUNTY OR SAN JOAQUIN COUNTY STANDARDS SHALL GOVERN IN THE RESPECTIVE PORTIONS OF THIS PROJECT UNLESS <br />OTHERWISE SPECIFIED. <br />10. SAN JOAQUIN COUNTY STANDARDS SHALL BE USED AT ALL OTHER LOCATIONS UNLESS OTHERWISE SPECIFIED. <br />11. EXISTING DRAINAGE FACILITIES SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CONDUCT EARTHWORK <br />OPERATIONS SO AS NOT TO MODIFY OR OBSTRUCT THE EXISTING DRAINAGE. <br />12. HMA USED FOR PAVEMENT REPAIR SHALL NOT BE PLACED IN LAYERS WHICH EXCEED 0.25' IN COMPACTED THICKNESS. <br />13. PLACEMENT OF HMA SURFACING SHALL NOT BEGIN UNTIL THE HMA USED IN PAVEMENT REPAIR HAS BEEN IN PLACE FOR 18 HOURS. <br />14. ALL NOTES, LEGEND, ABBREVIATIONS SHOWN ON INDIVIDUAL SHEETS SHALL APPLY TO THOSE SHEETS ONLY. <br />15. SURVEY MONUMENT FRAME AND COVERS SHALL BE ADJUSTED TO FINISH GRADE. EXACT LOCATIONS TO BE DETERMINED BY THE <br />ENGINEER. <br />16. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED <br />UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM TO THE STANDARD SPECIFICATIONS. ALL COSTS FOR INSPECTION AND TESTING <br />SHALL BE CONSIDERED AS INCLUDED IN THE RESPECTIVE CONTRACT ITEMS OF WORK AND NO ADDITIONAL COMPENSATION WILL BE <br />ALLOWED. ALL RE -TESTING SHALL BE PAID BY THE CONTRACTOR. <br />17. SEE SPECIAL PROVISIONS FOR CALTRANS STANDARD PLANS LIST DATED 2010 REQUIRED FOR THIS CONTRACT. <br />18. BEFORE EXCAVATING, CALL UNDERGROUND SERVICE ALERT (U.S.A.), 1-800-642-2444, 48 HOURS BEFORE WORK IS 'TO BEGIN. <br />19. FOR SUMMARY OF QUANTITIES FOR BRIDGE OVER STANISLAUS RIVER, SEE SHEET S-102. <br />20. FOR SUMMARY OF QUANTITIES FOR RIVER ROAD CUVERT EXTENSION AT SSJID, SEE SHEET S-202. <br />21. FOR SUMMARY OF QUANTITIES FOR BRIDGE OVER SSJID, SEE SHEET S-302. <br />SURVEY <br />REVISION <br />DESCRIPTION BY DATE SCALE HORIZONTAL: N/A <br />A <br />VERTICAL: N/A <br />0 1 <br />1 1 1 1 <br />INCHES <br />I 11 21 31 41 <br />MILLIMETERS <br />PREPARED BY <br />DRAWN: F. DeMARCO <br />DESIGNED. R. GIBBON <br />2 <br />1 CHECKED: K. OAKS <br />50 APPROVED: T. BARNARD <br />COLD PLANE AC PAVEMENT <br />\\\ CONFORM TAPER <br />REMOVE BASE AND SURFACING <br />PLACE HOT MIX ASPHALT (MISC. AREAS) <br />DESCRIPTION <br />EXISTING <br />PROPOSED <br />CABLE TV (OVERHEAD) <br />ELECTRIC (OVERHEAD) <br />' <br />E-OH <br />ELECTRIC (UNDERGROUND) <br />w...... <br />E-UG <br />FIBER OPTIC LINE <br />-" ' -' <br />F o <br />STORM DRAIN <br />' <br />TELEPHONE (OVERHEAD) <br />y.:„;::f.= - <br />T-OH <br />TELEPHONE (UNDERGROUND) <br />.. ----- <br />T-UG <br />RIGHT OF WAY, PROPERTY LINE <br />- - <br />- - <br />EASEMENT <br />---- <br />--- <br />SLOPE FILL LINE <br />--F---F-- <br />SLOPE CUT LINE <br />--C---C-- <br />FLOW LINEGUARDRAIL <br />UTILITY <br />UTILITY POLE <br />DROP INLET (DI) <br />ES <br />CROWN <br />DATE <br />09-29-16 le"wcom <br />09-29-16 TECHNICAL SERVICES, INC. <br />09-29-16 2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />09-29-16 T 916.414.5800 F 916.414.1557 <br />DRAWING NO. <br />R-17 <br />R-26 <br />R-27 <br />R-28A <br />R-29 <br />R-30 <br />R-32 <br />DESCRIPTION <br />DRIVEWAYS <br />STREET SIGN DETAILS <br />TRAFFIC SIGNS <br />SURVEY MONUMENT FRAME AND COVER <br />TYPICAL TRENCH BACKFILL <br />ADJUSTING STREET FACILITIES TO GRADE <br />STREET LIGHTNING <br />ABBREVIATIONS <br />(SEE CALTRANS STANDARD PLANS A10A AND A1013 FOR ABBREVIATIONS NOT LISTED) <br />AFTS CALTRANS APPROVED FLARED TERMINAL SYSTEM END TREATMENT <br />AITS CALTRANS APPROVED IN -LINE TERMINAL SYSTEM END TREATMENT <br />AP ANGLE POINT <br />AT&T AMERICAN TELEPHONE & TELEGRAPH COMPANY <br />BVC BEGIN VERTICAL CURVE <br />CID CATCH POINT <br />CVIN CENTRAL VALLEY INDEPENDENT NETWORK <br />DBS DITCH BACKSLOPE <br />DFS DITCH FORESLOPE <br />DWG DRAWING <br />EAA END ANCHOR ASSEMBLY <br />EVC END VERTICAL CURVE <br />FES FLARED END SECTION <br />FO, F/0 FIBER OPTIC <br />GB GRADE BREAK <br />HMAOD HOT MIX ASPHALT OVERDRAIN <br />INV INVERT <br />LF LINEAR FOOT <br />LL LIMIT LINE <br />LT LEFT <br />N/A NOT APPLICABLE <br />NIC NOT IN THIS CONTRACT (BY OTHERS) <br />O.C. ON CENTER <br />PD PIPE DIAMETER <br />PG&E PACIFIC GAS & ELECTRIC COMPANY <br />PVI POINT OF VERTICAL INTERSECTION <br />PVT POINT OF VERTICAL TANGENT <br />RT RIGHT <br />SSJID SOUTH SAN JOAQUIN IRRIGATION DISTRICT <br />STA STATION <br />SW SOUND WALL <br />TICE TEMPORARY CONSTRUCTION EASEMENT <br />TYP TYPICAL <br />UG UNDERGROUND <br />UNO UNLESS NOTED OTHERWISE <br />UPRR UNION PACIFIC RAILROAD <br />W/ WITH <br />W/0 WITHOUT <br />P p U I N SAN JOAQUIN COUNTY PUBLIC WORKS <br />McHENRY <br />GENERAL NOTES AND LEGEND <br />19100ITTIATIT1164 <br />JC70999 <br />ON'� mOF <br />917 T-2 <br />�' SHEET <br />�\� 2 OF 176 <br />(REVISED) <br />J <br />FILE NO. <br />