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i NOTES LEGEND ABBREVIATIONS SAN JOAQUIN COUNTY STANDARD PLANS 1. FOR ACCURATE RIGHT OF WAY, SEE R/W RECORD CR CURB RAMP DRAWING NUMBER DESCRIPTION MAPS AT COUNTY OFFICES. FOC FACE OF CURB RECONSTRUCT PAVEMENT CW—C1 CONCRETE CURB, GUTTER, AND SIDEWALK CONSTRUCTION STANDARDS 2. ALL STATION OFFSETS TO CURB AND GUTTER ARE SP STANDARD PLAN COUNTY (CITY OR CALTRANS) CW—C6 ROLL CURB, GUTTER AND SIDEWALK TO THE FOC AT FL AS SHOWN ON THE CONSTRUCTION CG&SW CURB, GUTTER & SIDEWALK CW—C7 VERTICAL CURB, GUTTER AND SIDEWALK DETAIL SHEETS. LONGITUDINAL CONFORM GRIND HP HIGH POINT CW—C8 VERTICAL CURB, CURB AND APRON 3. ALL EXISTING TREES, SHRUBS, FENCES, WALKWAYS AND AC (MISC AREAS) — 4" THICK PVMT PAVEMENT R-9 CURB TRANSITION DETAIL OTHER FRONTAGE IMPROVEMENTS SHALL REMAIN IN LIP LIP OF GUTTER R-10A HANDICAP RAMP PLACE UNLESS OTHERWISE SHOWN ON THE PLANS OR REMOVE CONCRETE FL FLOWLINE R-106 HANDICAP RAMP (CONT) AS DIRECTED BY THE ENGINEER. CW—C3 EXPANSION JOINTS, WEAKENED PLANE JOINTS AND SCORE LINES Cg TYPE 2 CURB INLET CATCH BASIN LIMIT OF SLURRY SEAL4. FOR AREAS OF CONIC PAVERS, SEE LANDSCAPING CW—C23 VALLEY GUTTER NIC NOT IN CONTRACT CW—C12 TYPE 2 COMMERCIAL DRIVEWAYPLANS. NTS NOT TO SCALE CW—C13 HANDICAP RAMP DETAILS 5. ALL INLET LOCATIONS ARE REFERENCED AT THE FOC X X X LIMIT OF AC OVERLAY SSCO SANITARY SEWER CLEANOUT R-16 TYPICAL RESIDENCE DRIVEWAY AT VERTICAL CURB AND GUTTER UNLESS OTHERWISE SHOWN. R-25 SIGN INSTALLATIONRIGHTOFWAYWVWATERVALVECW—M1 SURVEY MONUMENT FRAME AND COVER 6. EXISTING DRAINAGE LOCATIONS ARE APPROXIMATE ADP ALTERNATIVE DRAIN PIPE R-29 TYPICAL TRENCH BACKFILL ONLY. DRAINAGE SWALE MH MANHOLE/ MAINTENANCE HOLE CW—R36 ADJUSTING STREET FACILITIES TO GRADE 7. ALL CURB AND GUTTER PROFILES ARE TO THE TOPSURVEY MONUMENT FRAME & COVER SICB SIDE INLET CATCH BASIN (CITY LODI) R-32 STREET LIGHTING STANDARDS OF CURB, UNLESS OTHERWISE SHOWN. O TO BE ADJUSTED TO GRADE W.S. WATER SERVICE D-12 CHAIN LINK FENCE HR HANDICAP RAMP CW—M9 FRAME & GRATE TYPE 1 CURB INLET CATCH BASIN 8. WHEN CONFORMING TO EXISTING SIDEWALKS OR CURBS D-14 TYPE 2 CURB INLET CATCH BASIN WITH DIFFERENT SHAPES OR WIDTHS, TRANSITION THE 3 DETAIL # VG VALLEY GUTTER CW—M7 18" SD INLET FRAME & GRATE NEW SIDEWALK OR CURB UNIFORMLY OVER A LENGTH SHEET # WI WROUGHT IRON CW—D14 18 INCH STORM DRAIN INLET CATCH BASIN OF FOUR (4) FEET. CW—W4 THRUST BLOCK CHART W.I.D WOODBRIDGE IRRIGATION DISTRICT CW—W18 FIRE HYDRANT ASSEMBLY 9. ALL DRIVEWAYS SHALL BE STAKED AND FORMED AND E) EXISTING CW—S7 TYPE 1 MAINTENANCE HOLE THEN VERIFIED IN THE FIELD BY THE ENGINEER PRIOR N) NEW CW—W5 VALVE BOX DETAILS TO PLACING CONCRETE. N.I.C. NOT IN CONTRACT CW—W6 BLOW OFF VALVE DETAILS DBH DIAMETER BREAST HEIGHT CW—W8 WATER SERVICE 10. PROFILE ELEVATIONS AT INLETS DO INCLUDE CW—S9/10 SEWER MANHOLE INLET DEPRESSIONS. DLR DRIP LINE RADIUS CW—M3 SEWER FRAME & COVER 11. EXISTING CATCH BASIN AND DRAINAGE INLET FRAMES AND GRATES SHALL BE SALVAGED AND DELIVERED TO THE COUNTY AS DIRECTED BY THE ENGINEER. 12. COUNTY STDS SHALL GOVERN CALTRANS STANDARD PLANS UNLESS OTHERWISE NOTED. DRAWING NUMBER DESCRIPTION 13. SEE TREE REMOVAL PLANS FOR LOCATIONS OF TREES TO BE REMOVED. Al DA ABBREVIATIONS Al OB SYMBOLS A20A—D PAVEMENT MARKERS AND TRAFFIC LINES — TYPICAL DETAILS14. EXISTING DRAINAGE FACILITIES A24A—C PAVEMENTS MARKINGS—ARROWS, SYMBOLS AND NUMERALSSHALLREMAININPLACEUNLESSA24A—E PAVEMENT MARKINGS—ARROWS, SYMBOLS, NUMERALS, WORDS AND CROSSWALKS OTHERWISE NOTED. THE CONTRACTOR A62A EXCAVATION AND BACKFILL — MISCELLANEOUS DETAILS SHALL CONDUCT EARTHWORK A73C DELINEATORS, CHANNELIZERS AND BARRICADES OPERATIONS SO AS NOT TO MODIFY OR A77A METAL BEAM GUARD RAILING TYPICAL WOOD POST WITH WOOD BLOCK OBSTRUCT THE EXISTING DRAINAGE. A77D METAL BEAM GUARD RAILING TYPICAL LAYOUTS A77K METAL BEAM GUARD RAILING CONNETIONS TO BRIDGE RAILINGS 15. ASPHALT CONCRETE USED FOR A77M METAL BEAM GUARD RAILING AND SINGLE FACED BARRIER RAILING TERMINAL END TREATMENT PAVEMENT REPAIR SHALL NOT BE D75B PIPE INLETS RSP T2 TEMPORARY CRASH CUSHION, SAND FILLED (SHOULDER INSTALLATIONS)PLACED IN LAYERS WHICH EXCEED T1A TEMPORARY CRASH CUSHION, SAND FILLED (UNIDIRECTIONAL) 0.50' IN COMPACTED THICKNESS. T3 TEMPORARY RAILING (TYPE K) T13 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON TWO LANE 16. PLACEMENT OF ASPHALT CONCRETE CONVENTIONAL HIGHWAYS SURFACING SHALL NOT BEGIN UNTIL ES-7P PEDESTRIAN BARRICADES THE ASPHALT CONCRETE USED IN PAVEMENT REPAIR HAS BEEN IN PLACE FOR 24 HOURS. 17. SURVEY MONUMENT FRAMES AND COVERS SHALL BE ADJUSTED TO FINISHED GRADE. EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. 18. IMPORTED BORROW (TOPSOIL) SHALL BE PLACED IN CONFORM AREAS WITH EXISTING SOD FRONTAGE AND AS NEEDED D H)4e FOR CONFORM AS DIRECTED BY THE ENGINEER. orrections By late Changes 2-4 Any Person Using This i)rawk g Shod(' V*Fo Ali lnfrsrrrr t?n, • ,. . •" GN-1 Q\kOFES%/yq, No. Description. Date By BOVe F' DEPARTMENT OF PUBLIC WORKS BEFORE EXCAVATING Revision MARK THOMAS & COMPANY, INC. o N• CALL U.S.A. f / UNDERGROUND SERVICE ALERT ORIGINAL SCALE IN INCHES 7300 FOLSOM BOULEVARD, SUITE 203 No. 35370800-227-2600 FOR REDUCED PLAN TOLL FREE SACRAMENTO, CALIFORNIA 95826( 916) 381-9100 Exp. 9/30/0 SAN JOAQUIN COUNTY, CALIFORNIA 2 WORKING DAYS BEFORE ALL sT CVL P PLANNED WORK OPERATIONS 0 1 2 3 9TF OF CAV Eo DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEETM64T. 1VOYEN s1oo4 COUNTY OF SAN JOAQUIN SCALE: 20 ' GENERAL NOTES LOWER SACRAMENTO ROAD IMPROVEMENTS NO. A. ENGEL 5/10/04 C. ROCKWAY 5/10/04 W4"'.z , , s Zim¢ AND LEGEND TURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 5 FILE NAME DRAWER SHEET N0. ACAD I REVISIONS DATE