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AInTCC` <br />1. FOR COMPLETE RIGHT OF WAY AND ACCURATE ACCESS DATA, SEE R/W <br />RECORD MAPS AT THE COUNTY OF SAN JOAQUIN OFFICES. <br />2. ALL STATION OFFSETS TO CURB & APRON ARE TO THE TIC AS SHOWN <br />ON THE CONSTRUCTION DETAIL SHEET. <br />3. ALL EXISTING TREES, SHRUBS, FENCES, WALKWAYS AND OTHER FRONTAGE <br />IMPROVEMENTS SHALL REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON <br />THE PLANS OR AS DIRECTED BY THE ENGINEER. <br />4. ALL INLET LOCATIONS ARE REFERRED AT THE FOC UNLESS OTHERWISE <br />SPECIFIED. <br />5. EXISTING DRAINAGE LOCATIONS ARE APPROXIMATE ONLY. <br />6. ALL CURB & APRON PROFILES ARE TO THE TOP OF CURB. <br />7. WHEN CONFORMING TO EXISTING CURBS WITH DIFFERENT SHAPES OR <br />WIDTHS, TRANSITION THE NEW CURB UNIFORMLY OVER A LENGTH OF FIVE <br />(5) FEET. <br />8. ALL DRIVEWAYS SHALL BE STAKED AND FORMED AND THEN VERIFIED IN <br />THE FIELD BY THE ENGINEER PRIOR TO PLACING SURFACING. <br />9. PROFILE ELEVATIONS AT INLETS DO NOT INCLUDE INLET DEPRESSIONS. <br />10. EXISTING CATCH BASIN AND DRAINAGE INLET FRAMES AND GRATES <br />SHALL BE SALVAGED AND DELIVERED TO THE SAN JOAQUIN COUNTY <br />PUBLIC WORKS YARD (1810 EAST HAZELTON AVENUE, STOCTON, CA <br />95205). THE CONTRACTOR SHALL NOTIFY SANJOAQUIN COUNTY PUBLIC <br />WORKS ROAD MAINTENANCE DIVISION GENERAL FOREMAN, GORDON <br />BRISENO AT (209)468-3074 AT LEAST 72 HRS PRIOR TO DELIVERY. <br />11. EXISTING DRAINAGE FACILITIES SHALL REMAIN IN PLACE UNLESS <br />OTHERWISE NOTED. THE CONTRACTOR SHALL CONDUCT EARTHWORK <br />OPERATIONS SO AS NOT TO MODIFY OR OBSTRUCT THE EXISTING <br />DRAINAGE. <br />12. ASPHALT CONCRETE USED FOR PAVEMENT REPAIR SHALL NOT BE PLACED <br />IN LAYERS WHICH EXCEED 0.25' IN COMPACTED THICKNESS. <br />13. PLACEMENT OF ASPHALT CONCRETE SURFACING SHALL NOT BEGIN UNTIL <br />THE ASPHALT CONCRETE USED IN PAVEMENT REPAIR HAS BEEN IN <br />PLACE FOR 18 HOURS. <br />14. SURVEY MONUMENT FRAMES AND COVERS SHALL BE ADJUSTED TO <br />FINISHED GRADE. EXACT LOCATIONS TO BE DETERMINED BY THE <br />ENGINEER. <br />15. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY SCHEDULE <br />INSPECTION AND TESTING OF ALL FACILITIES CONSTRUCTED UNDER <br />CONTRACT. ALL TESTING SHALL CONFORM TO THE STANDARD <br />SPECIFICATIONS. ALL COSTS FOR INSPECTION AND TESTING SHALL BE <br />CONSIDERED AS INCLUDED IN THE RESPECTIVE CONTRACT ITEMS OF WORK <br />AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED THEREFORE. ALL <br />RE -TESTING SHALL BE PAID BY THE CONTRACTOR. <br />16. JOINT TRENCH SHALL BE INSTALLED BY AT&T. SEE AT&T PLANS FOR <br />DETAILS. CONTRACTOR SHALL COORDINATE WITH AT&T. <br />17. JOINT TRENCH SHALL BE INSTALLED BY PG&E. SEE PG&E PLANS FOR <br />DETAILS. CONTRACTOR SHALL COORDINATE WITH PG&E. <br />18. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY <br />OF STOCKTON FOR WORK WITHIN CITY JURISDICTION. COST FOR <br />ENCROACHMENT PERMIT SHALL BE CONSIDERED AS INCLUDED IN THE <br />VARIOUS CONTRACT ITEMS OF WORK AND NO ADDITIONAL COMPENSATION <br />WILL BE ALLOWED THEREFORE. <br />a <br />LO <br />19. PRIOR TO COMMENCING ANY WORK, IT SHALL BE CONTRACTOR'S <br />RESPONSIBILITY TO HAVE EACH UTILITY COMPANY LOCATE IN THE FIELD <br />THEIR MAIN SERVICE LINES AND LATERALS. THE CONTRACTOR SHALL <br />NOTIFY MEMBERS OF THE UNDERGROUND SERVICE ALERT (U.S.A.) 48 HRS <br />IN ADVANCE OF PERFORMING EXCAVATION WORK BY CALLING THE TOLL <br />cr FREE NUMBER (1-800-227-2600). <br />0 <br />20. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING HIGHWAY AND <br />W <br />V) UTILITY FACILITIES LOCATIONS AND DEPTHS. IT SHALL BE THE <br />0 CONTRACTOR'S SOLE RESPONSIBILITY TO LOCATE AND PROTECT ALL <br />EXISTING HIGHWAY AND UTILITY FACILITIES, SO THAT NO DAMAGE <br />RESULTS TO THEM DURING THE PERFORMANCE OF THE CONTRACT. THE <br />CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH OTHER <br />W <br />CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW STRUCTURES <br />UTILITIES AND SERVICES WITHIN THE PROJECT LIMITS (SAME PAYMENT <br />CLAUSE AS NOTE 1). <br />O <br />U <br />21. THE CONTRACTOR SHALL MAINTAIN ACCESS TO AND EGRESS FROM ALL <br />COMMERCIAL AND RESIDENTIAL DRIVEWAYS. REFER TO SPECIFICATIONS <br />SECTION 10-11 FOR DETAILS. PAYMENT SHALL BE CONSIDERED AS <br />N N INCLUDED IN THE VARIOUS CONTRACT ITEMS OF WORK. <br />LEGEND <br />ABBREVIATIONS <br />REMOVE AC SURFACE <br />AB <br />AGGREGATE BASE <br />AC <br />ASPHALT CONCRETE <br />AP <br />ALTERNATIVE DRAIN PIPE <br />COLD PLANE <br />BC <br />BEGIN HORIZONTAL CURVE <br />Beg <br />BEGIN <br />El <br />STRUCTURAL SECTION - REFER TO <br />BOW <br />BACK OF WALK <br />LEGEND ON DRAWING X-1 <br />BVCE <br />BEGIN VERTICAL CURVE ELEVATION <br />DC01 <br />DRIVEWAY CULVERT <br />BVCS <br />BEGIN VERTICAL CURVE STATION <br />CENTERLINE <br />CAS <br />CONSTRUCTION AREA SIGN <br />SD01 <br />STORM DRAINAGE SYSTEM <br />CB <br />CATCH BASIN <br />CG&SW <br />CURB, GUTTER & SIDEWALK <br />DWY01 <br />DRIVEWAY, CONFORM TO EXISTING <br />CL <br />CHAIN LINK <br />Const <br />CONSTRUCT <br />MB <br />EXISTING MAILBOX TO REMAIN IN PLACE <br />CR <br />CURB RAMP <br />DIP <br />DUCTILE IRON PIPE <br />MB <br />RELOCATE EXISTING MAILBOX <br />DWG <br />Dwy <br />DRAWING <br />DRIVEWAY <br />(E) <br />EXISTING <br />CB <br />REMOVE EXISTING CATCH BASIN <br />EC <br />END HORIZONTAL CURVE <br />Elev <br />ELEVATION <br />SP <br />EXISTING STANDPIPE/IRRIGATION FEATURE <br />EP <br />EDGE OF PAVEMENT <br />ETW <br />EDGE OF TRAVEL WAY <br />EXISTING UTILITY POLE, REMOVED OR <br />EVCE <br />END VERTICAL CURVE ELEVATION <br />UP <br />RELOCATED BY OTHERS <br />EVCS <br />END VERTICAL CURVE STATION <br />FES <br />FLARED END SECTION <br />UV <br />EXISTING UTILITY VAULT, REMOVED OR <br />FL <br />FLOW LINE <br />RELOCATED BY OTHERS <br />GB <br />GRADE BREAK <br />JOINT TRENCH, INSTALLED BY OTHERS <br />HP <br />HINGE POINT <br />JT <br />(SEE NOTE 16 & 17) <br />HR <br />HANDICAP RAMP <br />Inv <br />INVERT <br />EXISTING GAS <br />Lt <br />LEFT <br />LF <br />LINEAR FEET <br />LIP <br />LIP OF GUTTER <br />.......... ... ...... .......... ......, E .......... <br />- <br />EXISTING OVERHEAD ELECTRIC <br />LVC <br />LENGTH OF VERTICAL CURVE <br />Max <br />MAXIMUM <br />...... ........... ............ ..........UGE ................. - <br />- EXISTING UNDERGROUND ELECTRIC <br />MH <br />MANHOLE/MAINTENANCE HOLE <br />Min <br />MINIMUM <br />- .........--....... < -I:... - - -- <br />EXISTING UNDERGROUND TELEPHONE <br />Mod <br />MODIFIED <br />(N) <br />NEW <br />EXISTING STORM DRAIN <br />NIC <br />NOT IN CONTRACT <br />No. <br />NUMBER <br />NTS <br />NOT TO SCALE <br />:.3: <br />EXISTING SIGNAL <br />OG <br />ORIGINAL GROUND <br />OHE <br />OVERHEAD ELECTRIC <br />.. --- --- --- x - - - - <br />- EXISTING FENCE <br />PCC <br />PORTLAND CONCRETE CEMENT <br />PFL <br />PROPOSED FLOW LINE <br />PG <br />PROFILE GRADE <br />R/W - <br />RIGHT OF WAY <br />PG&E <br />PACIFIC GAS & ELECTRIC <br />PI <br />POINT OF INTERSECTION <br />............... ....... .................................... -- ...... <br />EXISTING PROPERTY LINE <br />PVI <br />POINT OF VERTICAL INTERSECTION <br />Pvmt <br />PAVEMENT <br />...................... .................._A ..................................... <br />..............................................A.............................................. <br />AT&T JOINT TRENCH (SEE NOTE 16) <br />Pvt <br />PRIVATE <br />R= <br />RADIUS EQUALS <br />R/W <br />RIGHT OF WAY <br />.......................................pp.......................................... <br />PG&E JOINT TRENCH (SEE NOTE 17) <br />Rd <br />ROAD <br />Rdwy <br />ROADWAY <br />CUT <br />RES <br />RESIDENCE <br />Rt <br />RIGHT <br />FILL <br />SD <br />STORM DRAIN <br />SH BK <br />SHOULDER BACKING <br />SP <br />STANDARD PLAN (COUNTY, CITY OR CLATRANS) <br />— — <br />HINGE POINT <br />SSCO <br />SANITARY SEWER CLEANOUT <br />Sto <br />STATION <br />FL DITCH <br />Std <br />STANDARD <br />TBD <br />TO BE DESIGNED <br />REMOVE EXISTING FENCE <br />TC <br />TOP OF CURB <br />Typ <br />TYPICAL <br />UGE <br />UNDERGROUND ELECTRIC <br />® <br />EXISTING STRUCTURES TO BE REMOVED/ <br />Var <br />VARIES <br />RELOCATED, (BY OTHERS) <br />Vert <br />VERTICAL <br />W.I.D. <br />WOODBRIDGE IRRIGATION DISTRICT <br />EXISTING TREE TO BE REMOVED <br />WS <br />WATER SERVICE <br />WV <br />WATER VALVE <br />"A" LINE <br />ARMSTRONG ROAD ALIGNMENT <br />O <br />SURVEY MONUMENT FRAME &COVER <br />"EM" LINE <br />EIGHT MILE ROAD ALIGNMENT <br />TO BE ADJUSTED TO GRADE <br />"LSR" LINE <br />LOWER SACRAMENTO ROAD ALIGNMENT <br />"M" LINE <br />METTLER ROAD ALIGNMENT <br />2 <br />DETAIL # <br />X-5 <br />SHEET # <br />A �'L0 <br />r <br />2329 Gateway Oaks Drive <br />.SACRAMENTO, CAL/FORN/A 95833 <br />Teie: 916-567-2500 <br />Fax 916-925-3517 <br />SAN JOAQUIN COUNTY IMPROVEMENT STANDARD <br />DRAWING No. <br />DESCRIPTION <br />CW-Cl <br />CONCRETE CURB, GUTTER AND SIDEWALK <br />CONSTRUCTION STANDARDS <br />CW-C8 <br />VERTICAL CURB - CURB AND <br />APRON <br />R-9 <br />CURB TRANSITION DETAIL <br />R-17 <br />DRIVEWAYS - RURAL, AG, & <br />TEMP <br />R-21 <br />LEFT TURN LANE TAPER DATA <br />R-26 <br />TRAFFIC SIGNS <br />CW-M1 <br />SURVEY MONUMENT FRAME & <br />COVER <br />CW-R36 <br />ADJUSTING STREET FACILITIES <br />TO GRADE <br />CW-D14 <br />18 INCH STORM DRAIN INLET <br />CATCH BASIN <br />CW-M7 <br />18 INCH STORM DRAIN INLET <br />FRAME AND GRATE <br />CALTRANS STANDARD PLANS <br />PLAN No. <br />AlOA <br />AlOB <br />Al OC <br />Al OD <br />A20A <br />A20B <br />A20D <br />RSP A24A <br />RSP A77A1 <br />RSP A77H1 <br />A77L1 <br />RSP A87A <br />A87B <br />A1009rilil lelz <br />ACRONYMS AND ABBREVIATIONS (SHEET 1 <br />OF 2) <br />ACRONYMS AND ABBREVIATIONS (SHEET 2 <br />OF 2) <br />SYMBOLS (SHEET 1 OF 2) <br />SYMBOLS (SHEET 2 OF 2) <br />PAVEMENT MARKER AND TRAFFIC LINES <br />TYPICAL DETAILS <br />TYPICAL DETAILS <br />PAVEMENT MARKING ARROWS <br />METAL BEAM GUARD RAILING - STANDARD <br />RAILING <br />SECTION (WOOD POST WITH WOOD BLOCK) <br />METAL RAILING ANCHOR ASSEMBLY (TYPE <br />SFT) <br />METAL BEAM RAILING TERMINAL ASSEMBLY <br />(TYPE SRT) <br />CURBS AND DRIVEWAYS <br />ASPHALT CONCRETE CURB <br />AGENCY <br />CONTACT <br />PHONE NUMBER <br />WOODBRIDGE IRRIGATION DISTRICT <br />(W.I.D.) <br />ANDY CHRISTENSEN <br />(209) 625-8438 <br />AT&T (TELEPHONE) <br />DONALD SEELYE <br />(209) 474-4364 <br />LODI ELECTRIC UTILITY <br />ABEL PALACIO <br />(209) 333-6762 <br />CITY OF STOCKTON PUBLIC WORKS <br />JAMES WONG <br />(209) 937-8110 <br />CITY OF STOCKTON MUNICIPAL <br />UTILITY DISTRICT (WATER) <br />TONY TOVAR <br />(209) 937-8650 <br />PG&E (GAS & ELECTRICAL SERVICE) <br />ALLEN FONG <br />(209) 942-1594 <br />PG&E GAS <br />DON HELLIER <br />(209) 576-6571 <br />SAN JOAQUIN COUNTY ROAD <br />MAINTENANCE DIVISION <br />LARRY BUTCH WADDLE <br />(209) 468-3074 <br />SAN JOAQUIN COUNTY UTILITY <br />MAINTENANCE DIVISION <br />RON RALL <br />(209) 468-3090 <br />COMCAST <br />TOMMY HENSON <br />(209) 474-1747 <br />000 <br />n <br />• Yoshim1�7ra <br />No. C 77483 <br />* ; Exp 06/30/15 <br />••. CIVIL : • <br />f�• T- <br />GNml <br />DEPARTMENT OF PUBLIC WORKS <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />t%4q <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE 1 1" SHEET TOTAL <br />A. MacGREGOR 6/14 1 COUNTY OF SAN JOAQUIN SCALE: NTS GENEREAL NOTES & LEGEND LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />R. TORADO 6/14 R. YOSHIMURA 6/14 C. K. HOLT 6/14 DMEONSIONSLIFCTHS DO SINNOTDSCALESATLED EIGHT MILE ROAD TO SOUTH OF HARNEY CURVE 2 87 <br />