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NOTES ABBREVIATIONS CITY OF LODI STANDARD PLANS <br /> 1 . FOR ACCURATE RIGHT OF WAY, SEE R/W RECORD 14. CITY OF LODI STANDARDS SHALL BE USED CR CURB RAMP DRAWING NUMBER DESCRIPTION <br /> MAPS AT COUNTY OFFICES AND THE CITY OF LODI ON WOODHAVEN LANE UP TO THE W.I.D. CANAL FOC FACE OF CURB 123 FRAME AND COVER ADJUSTMENT <br /> DEPARTMENT OF PUBLIC WORKS. BRIDGE, AND SAN JOAQUIN COUNTY STANDARDS SP STANDARD PLAN COUNTY (CITY OR CALTRANS) 124 SURVEY MONUMENT - TYPE "S" <br /> 2. ALL STATION OFFSETS TO CURB AND GUTTER ARE SHALL BE USED AT ALL OTHER LOCATIONS. <br /> CG&SW CURB, GUTTER & SIDEWALK 125 SURVEY MONUMENT - TYPE "C" <br /> TO THE FOC AT FL AS SHOWN ON THE CONSTRUCTION 15. REFER TO CITY OF LODI STANDARD DRAWING 415B HP HIGH POINT 130 SURVEY MONUMENT ASSEMBLY - (6") <br /> DETAIL SHEETS. FOR MINIMUM CLEARANCE BETWEEN NEW WATER132B TYPE 2 HANDICAP RAMP <br /> LINE AND EXISTING/NEW STORM DRAIN LINES PVMT PAVEMENT 135 VERTICAL CURB, GUTTER & SIDEWALK & RESIDENTIAL DRIVEWAY <br /> OTHER FRONTAGE IMPROVEMENTS SHALL REMAIN IN <br /> 3. ALL EXISTING TREES, SHRUBS, FENCES, WALKWAYS AND AT ALL LOCATIONS. LIP LIP OF GUTTER 303 SIDE INLET CATCH BASIN <br /> PLACE UNLESS OTHERWISE SHOWN ON THE PLANS OR FL FLOWLINE 307 SIDE INLET CATCH BASIN ASSEMBLY <br /> AS DIRECTED BY THE ENGINEER. SDI STORM DRAIN INLET 309 MANHOLE ASSEMBLY (24") <br /> 4. FOR AREAS OF CONC PAVERS, SEE LANDSCAPING NIC NOT IN CONTRACT 25-1502 STREETLIGHTNTS NOT TO SCALE 25-1503 STREETLIGHT STANDARD LEGEND <br /> PLANS. 415B WATER MAIN SEPARATION FROM SANITARY HAZARD-NEW WATER MAIN CONSTRUCTION <br /> 5. ALL INLET LOCATIONS ARE REFERENCED AT THE FOC SSCO SANITARY SEWER CLEANOUT 501B PIPE BEDDING & BACKFILL RIGID PIPE TRENCH CLASSES <br /> UNLESS OTHERWISE SHOWN. LEGEND WV WATER VALVE 501C PIPE BEDDING & BACKFILL RIGID PIPE BEDDING REQUIREMENTS <br /> ADP ALTERNATIVE DRAIN PIPE 502 ABBREVIATIONS <br /> 6. EXISTING DRAINAGE LOCATIONS ARE APPROXIMATE VAR DEPTH AC OVERLAY MH MANHOLE/ MAINTENANCE HOLE 503 SYMBOLS <br /> ONLY. SICB SIDE INLET CATCH BASIN (CITY LODI) 506 TRENCH STRUCTURAL SECTION REQUIREMENTS <br /> 7. ALL CURB AND GUTTER PROFILES ARE TO THE FLOW 0 FULL DEPTH AC WIDENING W.S. WATER SERVICE <br /> LINE OF GUTTER, UNLESS OTHERWISE SHOWN. REMOVE CONC/ AC SAN JOAQUIN COUNTY STANDARD PLANS <br /> 8. WHEN CONFORMING TO EXISTING SIDEWALKS OR CURBS <br /> WITH DIFFERENT SHAPES OR WIDTHS, TRANSITION THE . ' • • • • . AC PLANING DRAWING NUMBER DESCRIPTIONCALTRANS STANDARD PLANS <br /> NEW SIDEWALK OR CURB UNIFORMLY OVER A LENGTH LIMITS OF AC PLANING CW-C1 CONCRETE CURB, GUTTER, AND SIDEWALK CONSTRUCTION STANDARDS <br /> OF FOUR (4) FEET. DRAWING NUMBER DESCRIPTION CW-C7 VERTICAL CURB, GUTTER AND SIDEWALK <br /> 9. ALL DRIVEWAYS SHALL BE STAKED AND FORMED AND 0.10 AC PLANING DEPTH CW-C8 VERTICAL CURB, CURB AND APRON <br /> THEN VERIFIED IN THE FIELD BY THE ENGINEER PRIOR Al OA ABBREVIATIONS R-10A HANDICAP RAMP <br /> TO PLACING CONCRETE. — RIGHT OF WAY Al OB SYMBOLS R-10B HANDICAP RAMP (CONT) <br /> A20A-D PAVEMENT MARKERS AND TRAFFIC LINES - TYPICAL DETAILS CW-C3 EXPANSION JOINTS, WEAKENED PLANE JOINTS AND SCORE LINES <br /> 10. PROFILE ELEVATIONS AT INLETS DO NOT INCLUDE ® AC (MISC AREAS) A24A-C PAVEMENTS MARKINGS-ARROWS, SYMBOLS AND NUMERALS CW-C13 HANDICAP RAMP DETAILS <br /> INLET DEPRESSIONS. A24A-E PAVEMENT MARKINGS-ARROWS, SYMBOLS, NUMERALS, WORDS AND CROSSWALKS R-16 TYPICAL RESIDENCE DRIVEWAY AT VERTICAL CURB AND GUTTER <br /> �a MAINTAIN EXIST DRAINAGE A62A EXCAVATION AND BACKFILL - MISCELLANEOUS DETAILS CW-M1 SURVEY MONUMENT FRAME AND COVER <br /> 11. EXISTING CATCH BASIN AND DRAINAGE INLET FRAMES DI SALVAGED AND DELIVERED A73C DELINEATORS, CHANNELIZERS AND BARRICADES R-29 TYPICAL TRENCH BACKFILL <br /> AND GRATES SHALL SURVEY MONUMENT FRAME & COVER RSP T2 TEMPORARY CRASH CUSHION, SAND FILLED (SHOULDER INSTALLATIONS) CW-R36 ADJUSTING STREET FACILITIES TO GRADE <br /> TO THE COUNTY AS DIRECTED BY THE ENGINEER. 0 TO BE ADJUSTED TO GRADE T3 TEMPORARY RAILING (TYPE K) R-32 STREET LIGHTING STANDARDS <br /> 12. AC CURB RAMP TRANSITIONS AND AC DOWNDRAIN T13 TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON TWO LANE CW-M9 FRAME & GRATE TYPE 1 CURB INLET CATCH BASIN <br /> TO BE PAID AS AC (MISC AREAS). CONVENTIONAL HIGHWAYS D-13 TYPE 1 CURB INLET CATCH BASIN <br /> CW-D14 18 INCH STORM DRAIN INLET CATCH BASIN <br /> 13. CITY OR COUNTY STDS SHALL GOVERN IN THE CW-W4 THRUST BLOCK CHART <br /> RESPECTIVE PORTIONS OF THIS PROJECT. CW-W18 FIRE HYDRANT ASSEMBLY <br /> J <br /> !L' <br /> �> <br /> O <br /> CJ <br /> Q � <br /> Z <br /> W <br /> m <br /> r <br /> � ■ � _ _- . . _ 0.10 � <br /> + <br /> Q — — — — — _ __ . . . . . . . . . . . . . . . . . . . <br /> ' . . • _ <br /> o ; �8' (TYP) N z <br /> 0.10' . . . . . . . . . . . . . � <br /> � ' -01. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134+ 00 <br /> REMOVE & REPLACE " " <br /> TRAFFIC LOOPS 13 1 7 02 N 0.00 33 F 00 D <br /> _ w <br /> W 131 + 00 132+ 00 W o <br /> n­� L . . . . . . <br /> N OODH AVEN LANE m <br /> W . . r, <br /> 0.10' <br /> I_ M 8' ■ (TYP) <br /> . . . . . . . . . 0.00' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> — - - — - — - - — - - — - - — - - — . . ------ <br /> BEFORE <br /> — <br /> 1 <br /> L-1 <br /> OFESS <br /> B E F Revision, Approved <br /> ORE EXCAVATING / Description Date By <br /> CALL U.S.A. �� B MARK THOMAS & CO. INC. <br /> T.R.FLEM N DEPARTMENT OF PUBLIC WORKS <br /> UNDERGROUND SERVICE ALERT <br /> ORIGINAL SCALE IN INCHES 7300 FOLSOM BLVD, SUITE 203 No 3 31 A <br /> 800-227-2600SACRAMENTO, CA 95826 <br /> TOLL FREE FOR REDUCED PLAN 1111 1111111 1111111 (916) 381 -9100 Exp. 3131 07 SAN JOAQUIN COUNTY, CALIFORNIA <br /> 2 WORKING DAYS BEFORE ALL �(�G sr CIVIL �P <br /> PLANNED WORK OPERATIONS Off' 0 1 2 3 1 1 1 OF CAV�F��� <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> H. CARCIA 4o� oz COUNTY OF SAN JOAQUIN SCALE: 1 "-20' LAYOUT AND LOWER SACRAMENTO ROAD CORRIDOR IMPROVEMENTS ON NO. SHEETS <br /> M. SELLING 4/01/02 C. ROCKWAY 4101/oz — DRAINAGE WOODHAVEN LANE, CHESTNUT STREET AND MOKELUMNE STREET 4 40 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br />