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O <br />r <br />t <br />r <br />DATUM: <br />OL <br />­J <br />GENERAL C`JOTES <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 />SURVEY REVISION DESCRIPTION BY DATE SCALE <br />HORIZONTAL. N/A <br />VERTICAL: N/A <br />INCHES <br />� ^I 21 � I <br />MiLLiMET�RS <br />LEGEND <br />SAN <br />JOAQUIN COUNTY STANDARD DRAWINGS <br />COLD PLANE AC PAVEMENT <br />DRAWING <br />R--17 <br />NO. DESCRIPTION <br />DRIVEWAYS <br />, <br />R-26 <br />STREET SIGN DETAILS <br />CONFORM TAPER <br />R-27 <br />TRAFFIC SIGNS <br />R-28A <br />SURVEY MONUMENT FRAME AND COVER <br />REMOVE BASE AND <br />SURFACING <br />R-29 <br />TYPICAL TRENCH BACKFILL <br />R--30 <br />ADJUSTING STREET FACILITIES TO GRADE <br />R--32 <br />STREET LIGHTNING <br />PLACE HOT MIX ASPHALT (MISC. <br />AREAS) <br />DESCRIPTION <br />EXISTING <br />PROPOSED <br />CABLE TV (OVERHEAD) <br />ABBREVIATIONS <br />ELECTRIC (OVERHEAD) <br />------{E-OH <br />(SEE CALTRANS STANDARD PLANS A10A AND A1013 FOR ABBREVIATIONS NOT LISTED) <br />ELECTRIC (UNDERGROUND) <br />-- }-- <br />AFTS <br />CALTRANS APPROVED FLARED TERMINAL SYSTEM END TREATMENT <br />FIBER OPTIC LINE <br />_;. - <br />fl, <br />----.a-.- <br />HITS <br />CALTRANS APPROVED IN --LINE TERMINAL SYSTEM END TREATMENT <br />STORM DRAIN <br />AP <br />ANGLE POINT <br />AT&T <br />AMERICAN TELEPHONE & TELEGRAPH COMPANY <br />TELEPHONE (OVERHEAD) <br />- ��OH --- - <br />- T-taH <br />BVC <br />BEGIN VERTICAL CURVE <br />TELEPHONE (UNDERGROUND) <br />--- ;... - <br />--�fi�-u�------- <br />CP <br />CVIN <br />CATCH POINT <br />CENTRAL VALLEY INDEPENDENT NETWORK <br />RIGHT OF WAY, PROPERTY LINE <br />-- — <br />-- — <br />DBS <br />DITCH BACKSLOPE <br />EASEMENT <br />— _ <br />_ _ <br />DFS <br />DITCH FORESLOPE <br />DWG <br />DRAWING <br />SLOPE FILL LINE <br />--"F" --F-" <br />EAA <br />END ANCHOR ASSEMBLY <br />SLOPE CUT LINE <br />EVC <br />END VERTICAL CURVE <br />FLOW LINE <br />. ------ <br />�� <br />FES <br />FLARED END SECTION <br />�� � .. <br />F0, F/0 FIBER OPTIC <br />GUARDRAIL <br />___ __ __ ..........__ <br />—� <br />GB <br />GRADE BREAK <br />UTILITY POLE <br />HMAOD <br />HOT MIX ASPHALT OVERDRAIN <br />DROP INLET (DI)-= <br />INV <br />INVERT <br />LF <br />LINEAR FOOT <br />CROWN <br />LL <br />LIMIT LINE <br />LT <br />LEFT <br />N/A <br />NOT APPLICABLE <br />NIC <br />NOT IN THIS CONTRACT (BY OTHERS) <br />O.C. <br />ON CENTER <br />PD <br />PIPE DIAMETER <br />PG&E <br />PACIFIC GAS & ELECTRIC COMPANY <br />PVI <br />POINT OF VERTICAL INTERSECTION <br />PVT <br />POINT OF VERTICAL TANGENT <br />RT <br />RIGHT <br />SSJID <br />SOUTH SAN JOAQUIN IRRIGATION DISTRICT <br />STA <br />STATION <br />SW <br />SOUND WALL <br />TCE <br />TEMPORARY CONSTRUCTION EASEMENT <br />TYP <br />TYPICAL <br />UG <br />UNDERGROUND <br />UNO <br />UNLESS NOTED OTHERWISE <br />UPRR <br />UNION PACIFIC RAILROAD <br />NO <br />CHANGES <br />W/ <br />WITH <br />W/0 <br />WITHOUT <br />PREPARED BY DATE <br />DRAWN: F. <br />DeMARCO <br />09-29-16 <br />DESIGNED. R. <br />GIBSON <br />09-29-16 <br />TECHNICAL SERVICES, INC. <br />CHECKED: K. <br />OAKS <br />09--29-16 <br />2020 L STREET, SUITE 300 <br />SACRAMENTO, CA 95811 <br />50 APPROVED: T. <br />BARNARD <br />09-29-16 <br />T 916.414.5800 F 916.414,1557 <br />McHwy Ave Con w Improvement Project <br />Date Accepted <br />AS -BUILT <br />Resident Engineer - Msurk* Rivers, P.E. <br />Rev+eions By F. FQ'w-o June 8, 2021 <br />SAN JOAQUIN COUNTY PUBLIC WORKS <br />GENERAL NOTES AND LEGEND <br />DRAWENG <br />ty T-- 2 <br />.� <br />• N` 2 <br />S OF <br />No. C70999s <br />` <br />*.&.,Exp. 06-30-17 �: T- 2 <br />SHEET <br />Of CkOQ`��\� <br />2 OF 176 <br />FILE NO. <br />