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LEGEND <br /> 2O TRAFFIC STRIPE DETAIL No. APPLICABLE STANDARD PLANS <br /> XW CROSS WALK EXISTING ELEVATION NPROPOSED ELEVATION <br /> jLLJI TEMPORARY LIMIT LINE oo CALTRANS COUNTY OF SAN JOAQUIN CITY OF LODI <br /> � N <br /> TEMPORARY STOP LEGEND A10A RS2 CW—C8 135 <br /> 534+00 A1013 RS3 CW—C12 146 <br /> �22J TEMPORARY TRAFFIC STRIPE DETAIL No. STAT ION A20B ES- 1A 3 <br /> 301 <br /> 1A CW—M1309 <br /> - - CHANGE IN STRIPING PATTERN A20C ES- 1B R-9 402 <br /> A20D ES-2A R- 17 405 <br /> DIRECTION OF TRAFFIC A24A ES-2C R-20 408 <br /> A24B ES-2D R-21 409 <br /> PAVEMENT MARKING A24C ES-3A R-24 501 A <br /> A24D ES-313 R-25 501 B <br /> TYPE III BARRICADE WITH FLASHER A24E ES-3C R-26 501 C <br /> A62A ES-4A R-29 502 <br /> ROADSIDE SIGN — ONE POST A62D ES-413 D-22 506 <br /> A62DA ES-4C 610 <br /> RELOCATE ROADSIDE SIGN A62F ES-4D <br /> A73A ES-4E <br /> NEW ROADSIDE SIGN A73B ES-5A <br /> A73C ES-5B <br /> 0 REMOVE ROADSIDE SIGN A87 ES-5C <br /> 0 ROADSIDE SIGN TO REMAIN D73 ES-5E <br /> D74C ES-7B <br /> D5- D77A ES-7F SIGN NUMBER (SHEET No.—SIGN No.) GENERAL NOTES D77B ES-7G <br /> D78 ES-7H <br /> 3 DRAINAGE SYSTEM NUMBER NOTES: D79A ES-7M <br /> OB DRAINAGE UNIT LETTER D79B ES-7N <br /> 1 . FOR ACCURATE RIGHT OF WAY DATA, SEE R/W RECORD MAPS AT COUNTY OFFICES. D88 ES-7P <br /> D94B ES-8 <br /> O UTILITY SYSTEM 2. ALL STATION AND OFFSETS TO CURBS AND GUTTERS ARE TO THE FOC AT FL AS D97H ES- 10 <br /> N WATER VALVE SHOWN ON THE CONSTRUCTION DETAIL SHEETS. T11 ES- 1 T12 ES- 11 <br /> BLOW OFF ASSEMBLY 3. ALL EXISTING TREES, SHRUBS, FENCES, WALKWAYS AND OTHER FRONTAGE T13 ES- 13B <br /> IMPROVEMENTS SHALL REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE RS1 <br /> © BENCHMARK PLANS OR AS DIRECTED BY THE ENGINEER. <br /> 4. ALL INLET LOCATIONS ARE REFERENCED AT THE CENTER OF GRATE UNLESS <br /> O UTILITY CONFLICT (SHEET No.—SIGN No.) OTHERWISE SHOWN. <br /> PROPOSED EP 5. WHEN CONFORMING TO EXISTING SIDEWALKS OR CURBS WITH DIFFERENT SHAPES ABBREVIATIONS <br /> OR WIDTHS, TRANSITION THE NEW SIDEWALK OR CURB UNIFORMLY OVER A LENGTH <br /> —e(oh) ELECTRIC (OVERHEAD) [EXISTING] OF FOUR(4) FEET. C,G,&SW CURB, GUTTER, AND SIDEWALK <br /> — —t TELEPHONE [EXISTING] 6. ALL DRIVEWAYS SHALL BE STAKED AND FORMED AND THEN VERIFIED IN THE FIELD ELEV ELEVATION <br /> BY THE ENGINEER PRIOR TO PLACING CONCRETE. <br /> GAS [EXISTING] EXIST EXISTING <br /> 7. PROFILE ELEVATIONS AT INLETS DO NOT INCLUDE INLET DEPRESSIONS. <br /> _ _ s SANITARY SEWER [PROPOSED] PED PEDESTRIAN <br /> 8. COUNTY STANDARDS SHALL GOVERN UNLESS OTHERWISE NOTED. <br /> STORM DRAIN [PROPOSED] UST UNDERGROUND STORAGE TANKS <br /> 9. EXISTING DRAINAGE FACILITIES SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED. <br /> WATER [PROPOSED] THE CONTRACTOR SHALL CONDUCT EARTHWORK OPERATIONS SO AS NOT TO MODIFY <br /> W OR OBSTRUCT EXISTING DRAINAGE FACILITIES. <br /> EXISTING TOPOGRAPHY 10. ASPHALT CONCRETE USED FOR PAVEMENT REPAIR SHALL NOT BE PLACED IN LAYERS <br /> R/W LIMITS AND PROPERTY LINES WHICH EXCEED 0.50' IN COMPACTED THICKNESS. <br /> — — <br /> 11 . PLACEMENT OF ASPHALT CONCRETE SURFACING SHALL NOT BEGIN UNTIL THE ASPHALT <br /> - C F CUT & FILL LINES CONCRETE USED IN PAVEMENT REPAIR HAS BEEN IN PLACE FOR 24 HOURS. <br /> COLD PLANE AC PAVEMENT 12. SURVEY MONUMENT FRAMES AND COVERS SHALL BE ADJUSTED TO FINISHED GRADE. <br /> EXACT LOCATIONS TO BE DETERMINED BY THE ENGINEER. <br /> AC OVERLAY (TYPE B) <br /> OBLITERATE SURFACING <br /> DRIVEWAY CONFORM //'� � O QROFESSIONq! <br /> 0 <br /> PAVEMENT REPAIR <br /> REGISTERED CIVIL ENGINEER <br /> _ h <br /> C.3 ICHAEL A. SANCHEZ `m <br /> TEMPORARY AC (TYPE B) 5/20/2005 Na. 4 <br /> C6025 <br /> PLANS APPROVAL DATE EXP 06-30-06 <br /> AREA TO PLACE SURPLUS MATERIAL Quincy Engineering, Inc. sf�lF CIVIL <br /> Q 3247 Ramos Circle OF CA��F <br /> Sacramento, CA 95827 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATESHEET TOTAL <br /> M.KNIGHT D5/17 /05 / / COUNTY OF SAN JOAQUIN NO SCALE GENERAL NOTES N-1 LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br /> MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 ��/!C /IJ S`=r�D� HARNEY CURVE PROJECT 8 96 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE FOR REDUCED PLANS ORIGINAL o 1 2 3 <br /> SCALE IS IN INCHES I I I sl66rmp.dwg, Fri, 20 May 2005 — 6:54pm, wendyt <br /> .✓ y R' <br />