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GENERAL NOTES
<br />1. ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND
<br />SPECIFICATIONS, THE CURRENT CALIFORNIA MUTCD, THE LATEST EDITION OF THE SAN JOAQUIN
<br />COUNTY IMPROVEMENT STANDARDS AND THE 2006 STATE OF CALIFORNIA DEPARTMENT OF
<br />TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS,
<br />2 PRIOR TO ANY WORK BEING PERFORMED, THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
<br />REGULATORY AGENCIES FOR A PRE -CONSTRUCTION CONFERENCE. CONTRACTOR SHALL ALSO
<br />NOTIFY THE BELOW LISTED PROJECT CONTACTS (72) HOURS IN ADVANCE OF SAID MEETING:
<br />SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT
<br />1810 E. HAZE LTON AVE
<br />STOCKTON, CA 95201
<br />(209) 468-3014
<br />(209) 468-2999 (FAX)
<br />NAJEE ZARIF
<br />3 THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS (EXCEPT AS SPECIFIED IN
<br />THE SPECIFICATIONS) NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE
<br />WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE. THE CONTRACTOR
<br />SHALL NOTIFY THE PROJECT OWNER IMMEDIATELY REGARDING ANY DISCREPANCIES AND
<br />AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE PHYSICAL LOCATION OF ALL
<br />EXISTING UNDERGROUND UTILITIES BY POTHOLING PRIOR TO CONSTRUCTION AND SHALL CONTACT
<br />THE RESPECTIVE UTILITY COMPANIES PRIOR TO THE COMMENCEMENT OF WORK. CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE
<br />AREA OF CONSTRUCTION AND SHALL NOTIFY UTILITY COMPANIES FORTY-EIGHT (48) HOURS IN
<br />ADVANCE OF ANY CONSTRUCTION (UNDERGROUND SERVICE ALERT 1-800-227-2600).
<br />5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 (A)(1) OF THE CONSTRUCTION SAFETY
<br />ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE OCCUPATIONAL
<br />SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY
<br />AND HEALTH ACT OF 1973, AS AMENDED, WHICH STATES PRIOR TO OPENING AN EXCAVATION,
<br />EFFORT SHALL BE MADE TO DETERMINE WHETHER UNDERGROUND INSTALLATION: I.E., SEWER,
<br />WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED AND, IF SO, WHERE SUCH
<br />UNDERGROUND INSTALLATIONS ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE
<br />APPROXIMATE LOCATION OF SUCH INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY
<br />CAREFUL PROBING AND/OR DIGGING, AND WHEN IT IS UNCOVERED. ADEQUATE PROTECTION SHALL
<br />BE PROVIDED FOR THE EXISTING INSTALLATION ALL KNOWN OWNERS OF UNDERGROUND FACILITIES
<br />IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO
<br />THE START OF ACTUAL EXCAVATION.
<br />6. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING. SLOPING, OR PROVISIONS TO PROTECT
<br />WORKERS FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF 5 FEET OR MORE. SAID PROTECTION TO
<br />BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF LOCAL, STATE, AND FEDERAL REGULATIONS.
<br />7. DURING CONSTRUCTION THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING FACILITIES.
<br />8 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED FOR THE
<br />CONSTRUCTION AND COMPLETION OF THE PROJECT.
<br />9 ALL WORK IN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND ACCEPTANCE OF SAN
<br />JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT.
<br />10. CONTRACTOR SHALL COORDINATE THE REMOVAL AND/OR RELOCATION OF ALL EXISTING UTILITIES IF
<br />NEEDED WITH RESPECTIVE UTILITY COMPANIES.
<br />11. THE CONTRACTOR SHALL ADJUST TO GRADE ALL FACILITIES (INCLUDING, BUT NOT LIMITED TO VALVE
<br />BOXES.. PULL BOXES, MAINTENANCE HOLE RIM AND COVERS, METER BOXES) WITHIN THE LIMITS OF
<br />WORK AND/OR AS DIRECTED BY THE ENGINEER. THE FACILITIES SHALL BE ADJUSTED AS SET FORTH IN
<br />SJCO STANDARD DRAWING NO. CW-R36 AND/OR AS DIRECTED BY ENGINEER,
<br />12 THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN (TCP), INCLUDING ALL LIGHTS,
<br />BARRICADES, SIGNS, FLAGMEN OR OTHER DEVICES NECESSARY FOR PUBLIC SAFETY. THE TCP SHALL
<br />BE SUBMITTED TO AND DEEMED ACCEPTABLE BY THE COUNTY PRIOR TO START OF WORK.
<br />13. ALL STATIONS REFER TO DISTANCES ALONG STREET CENTERLINE. PERPENDICULAR TO OR RADIALLY
<br />OPPOSITE CENTERLINE STATIONS, UNLESS OTHERWISE NOTED.
<br />14. CONTRACTOR SHALL DEMOLISH, EXCAVATE, REMOVE AND DISPOSE OF ANY EXISTING CONCRETE OR
<br />ASPHALT CONCRETE PAVING, CONCRETE CURB, GUTTER AND SIDEWALK AND DELETERIOUS
<br />MATERIAL AS REQUIRED TO CONSTRUCT THE CONTRACT WORK. ALL EXCESS MATERIAL GENERATED
<br />BY DEMOLITION, EXCAVATION.. AND GRADING SHALL BECOME THE PROPERTY OF THE CONTRACTOR
<br />AND DISPOSED OF AT THEIR OWN EXPENSE.
<br />15. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOBSITE
<br />CONDITIONS DURING THE COURSES OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
<br />PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
<br />LIMITED TO WORKING HOURS,
<br />U S, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
<br />THE COUNTY, OWNER, AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED.. IN
<br />CONNECTION WITH THE PERFORMANCE OR WORK ON THIS PROJECT, EXCEPTING FOR THE LIABILITY
<br />FROM THE SOLE NEGLIGENCE OF THE COUNTY OR ENGINEER
<br />16. THE CONTRACTOR SHALL PROVIDE PUBLIC SAFETY AND TRAFFIC CONTROL IN ACCORDANCE WITH
<br />THE COUNTY OF SAN JOAQUIN REQUIREMENTS. SAFE VEHICULAR AND PEDESTRIAN ACCESS SHALL
<br />BE PROVIDED AT ALL TIMES DURING CONSTRUCTION.
<br />17 A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL DO ALL FIELD STAKING AT THE
<br />EXPENSE OF THE CONTRACTOR.
<br />18 ALL DISCREPANCIES DISCOVERED BY THE CONTRACTOR IN THESE PLANS AND/OR ANY FIELD
<br />CONDITIONS DISCOVERED BY THE CONTRACTOR THAT MAY DELAY OR OBSTRUCT THE PROPER
<br />COMPLETION OF THE WORK PER THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />PROJECT OWNER IMMEDIATELY UPON DISCOVERY. SAID NOTIFICATION SHALL BE IN WRITING.
<br />19 CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER
<br />SURVEY MARKERS. MONUMENTS AND SURVEY MARKERS DESTROYED DURING CONSTRUCTION SHALL
<br />BE REPLACED AT THE CONTRACTOR'S EXPENSE.
<br />20 THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY OF SAN JOAQUIN
<br />FOR ANY WORK WITHIN THE PUBLIC RIGHT OF WAY PRIOR TO CONSTRUCTION.
<br />21. CONTRACTOR SHALL INDEPENDENTLY REVIEW GROUND, TOPOGRAPHY. AND EXISTING CONDITIONS
<br />THROUGHOUT THE LIMITS OF WORK, AND ASSUME WHOLLY AND UNCONDITIONALLY THE RISK OF
<br />COMPLETING THE WORK SET OUT ON THESE PLANS, REGARDLESS OF ROCK, WATER TABLE, OR
<br />OTHER CONDITIONS WHICH THE CONTRACTOR MAY ENCOUNTER IN THE COURSE OF THE WORK.
<br />22 THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE
<br />LAYING OUT THE WORK AND NOTIFY THE PROJECT OWNER OF ANY DISCREPANCIES BEFORE
<br />STARTING WORK. HE SHALL BE RESPONSIBLE FOR ANY ERRORS RESULTING FROM HIS FAILURE TO
<br />DO SO.
<br />23. DIMENSIONS TAKE PRECEDENCE OVER SCALE, DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE TO
<br />FACE OF CONCRETE, FACE OF CURB, UNLESS OTHERWISE NOTED.
<br />PAVING NOTES
<br />1 ALL ASPHALT CONCRETE SURFACES SHALL BE SAW CUT TO A NEAT, STRAIGHT LINE AND REMOVED
<br />THE EXPOSED EDGE SHALL BE SEALED WITH EMULSION PRIOR TO PAVING. THE EXPOSED BASE
<br />MATERIAL SHALL BE GRADED, RECOMPACTED AND RESEALED PRIOR TO PAVING.
<br />2. AFTER STRIPPING THE DEBRIS, ANY EXISTING LOOSE FILL, UNSUITABLE SOIL, SILTY SAND DEPOSITS,
<br />OR DISTURBED SOILS SHALL BE EXCAVATED AND PROPERLY DISPOSED OF TO THE SATISFACTION OF
<br />THE GEOTECHNICAL ENGINEER.
<br />3 ASPHALT CONCRETE SHALL BE TYPE A, 3/4" MAXIMUM MEDIUM GRADING CONFORMING TO THE
<br />PROVISIONS OF SECTION 39 OF THE STANDARD SPECIFICATIONS THE GRADE OF THE ASPHALT
<br />BINDER TO BE MIXED WITH AGGREGATE SHALL BE GRADE PG 64-10 CONFORMING TO THE PROVISIONS
<br />IN SECTION 92 OF THE STANDARD SPECIFICATIONS.
<br />4. THE AGGREGATE BASE SHALL BE CLASS 2, 3/4" MAXIMUM GRADING FOR THE UPPER SIX INCHES. THE
<br />DEPTH BELOW SIX INCHES MAY BE CLASS 2, 1-1/2" MAXIMUM GRADING. AGGREGATE BASE SHALL
<br />CONFORM TO THE PROVISIONS OF SECTION 26 OF THE STANDARD SPECIFICATIONS.
<br />5. THE SUBGRADE AND AGGREGATE BASE SHALL BE COMPACTED TO A RELATIVE COMPACTION OF 90%
<br />AND 95%, RESPECTIVELY.
<br />6 A MINIMUM OF ONE LANE (10') SHALL BE OPEN TO TRAFFIC AT ALL TIMES. FLAGGING SHALL BE PART
<br />OF THE TRAFFIC CONTROL PLAN.
<br />GRADING NOTES
<br />1. ALL EARTHWORK AND SITE GRADING SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS
<br />CONTAINED IN THE GEOTECHNICAL SERVICES REPORT, TITLED PROPOSED ROAD WIDENING AND
<br />RECONSTRUCTION, 30703 SOUTH MACARTHUR DRIVE, TRACY. CALIFORNIA, PREPARED BY
<br />KLEINFELDER, DATED APRIL 25, 2012.
<br />2. THE SITE IS GRADED TO BEST FIT WITH THE SURROUNDING CONDITIONS AND PLANNED
<br />DEVELOPMENT, THE GENERAL CONTRACTOR SHALL PERFORM EARTHWORK CALCULATIONS AS
<br />DEEMED NECESSARY, WHICH ACCOUNT FOR PROPOSED METHODS OF GRADING AND TRENCHING.
<br />THE AMOUNT OF EARTH MOVED IS VARIABLE DEPENDENT ON, AMONG OTHER THINGS, THE GENERAL
<br />CONTRACTOR'S METHODS OF OPERATION, COMPACTION, CONSOLIDATION, STRIPPING, AND UTILITY
<br />TRENCHING. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT OR EXPORT OF
<br />MATERIAL NEEDED TO ACHIEVE THE PLAN GRADES.
<br />3. EXCESS SOIL SHALL BECOME THE PROPERTY OF THE CONTRACTOR IS TO BE REMOVED FROM THE
<br />PROJECT SITE, UNLESS OTHERWISE DIRECTED BY THE COUNTY.
<br />4. THE COORDINATION FOR SOIL COMPACTION TESTING SHALL BE THE RESPONSIBILITY OF THE
<br />CONTRACTOR.
<br />5 ALL GRADING SHALL COMPLY WITH 2O11 CALIFORNIA BUILDING CODE CHAPTER 18 AND APPENDIX
<br />CHAPTER33.
<br />6 NO SLOPE SHALL BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL UNLESS OTHERWISE NOTED
<br />ONTHE PLANS.
<br />UTILITY NOTES
<br />1 NO GUARANTEE IS INTENDED THAT UNDERGROUND OBSTRUCTIONS, NOT SHOWN ON THE PLANS. MAY NOT
<br />BE ENCOUNTERED UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE BASED UPON THE BEST
<br />INFORMATION AVAILABLE. GENERAL CONTRACTOR SHALL UNCOVER BURIED UTILITIES TO VERIFY
<br />LOCATIONS AND ELEVATIONS. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE
<br />CITY CONSTRUCTION TEAM OF UTILITIES CONFLICTING WITH THE PROPOSED CONSTRUCTION.
<br />2, THE GENERAL CONTRACTOR IS HEREBY NOTIFIED THAT PRIOR TO COMMENCING CONSTRUCTION, HE IS
<br />RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR VERIFICATION AT THE CONSTRUCTION SITE
<br />OF THE LOCATIONS OF ALL UNDERGROUND FACILITIES WHERE SUCH FACILITIES MAY POSSIBLE CONFLICT
<br />WITH THE PLACEMENT OF THE IMPROVEMENTS SHOWN ON THESE PLANS CALL "UNDERGROUND SERVICE
<br />ALERT" AT 800-227-2600 TWO (2) DAYS MINIMUM TO FOURTEEN (14) DAYS MAXIMUM BEFORE ANY
<br />EXCAVATION IS STARTED.
<br />3 THE GENERAL CONTRACTOR SHALL SECURE A PERMIT FROM THE CALIFORNIA DEPARTMENT OF
<br />INDUSTRIAL RELATIONS. DIVISION OF OCCUPATIONAL SAFETY AND HEALTH FOR THE CONSTRUCTION OF A
<br />TRENCH OR EXCAVATION WHICH IS FIVE FEET OR DEEPER AND INTO WHICH A PERSON IS REQUIRED TO
<br />DESCEND.
<br />4 ALL UNDERGROUND IMPROVEMENTS SHALL BE INSTALLED AND APPROVED PRIOR TO PAVING.
<br />5 DISTANCE AND INVERT GRADES OF UTILITY LINES SHOWN ARE TO THE CENTER LINE OF INLETS, CATCH
<br />BASINS, AND MANHOLES DISTANCES ARE HORIZONTAL.
<br />6 ALL BURIED IRON, STEEL.. CAST IRON. GALVANIZED STEEL, AND DIELECTRIC COATED STEEL OR IRON SHALL
<br />BE PROTECTED AGAINST CORROSION WITH A POLYETHYLENE ENCASEMENT PER ANSI A21.5
<br />7 STORM DRAIN LINES SHALL BE SMOOTH WALL HIGH DENSITY POLYETHYLENE (HDPE) WITH POSITIVE,
<br />WATERTIGHT JOINTS CONFORMING TO CALTRANS STANDARD SPECIFICATION SECTION 64, TYPE S OR
<br />CLASS III RCP CONFORMING TO THE STANDARD SPECIFICATIONS SECTION 65 OR PVC PIPE, SDR 35 IN
<br />ACCORDANCE WITH ASTM D-3034.
<br />8 PIPE BACKFILL MATERIAL, FILLED AND COMPACTED TO ONE FOOT OVER THE TOP OF PIPE SHALL
<br />CONFORM TO THE FOLLOWING SPECIFICATION:
<br />PERCENT PASSING 3/" SIEVE 100
<br />PERCENT PASSING 3/81' SIEVE 80 - 100
<br />PERCENT PASSING NO. 4 SIEVE 30 - 70
<br />PERCENT PASSING NO. 16 SIEVE 5 - 40
<br />PERCENT PASSING NO. 200 SIEVE 0-4
<br />9 TRENCH BACKFILL MATERIAL FROM ONE FOOT ABOVE TOP OF PIPE SHALL BE STRUCTURE BACKFILL
<br />MATERIAL AND SHALL BE CLASS 2 AGGREGATE BASE COMPACTED TO 95% RELATIVE COMPACTION.
<br />10. STORM DRAIN INLETS SHALL BE IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS.
<br />MISCELLANOUS NOTES
<br />1 THE CONTRACTOR SHALL LAYOUT IMPROVEMENTS FROM THE DIMENSIONS SHOWN ON THE PLANS.
<br />ANY CLARIFICATION ON CONFLICTS, DISCREPANCIES OR AMBIGUITIES SHOULD BE DIRECTED TO THE
<br />ENGINEER PRIOR TO CONSTRUCTION OF THESE IMPROVEMENTS.
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MATCHING EXISTING SURROUNDING LANDSCAPE
<br />AND OTHER IMPROVEMENTS WITH A TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADES
<br />ETC. AND TO AVOID AND ABRUPT OR APPARENT CHANGES IN CROSS SLOPES, LOW SPOTS OR
<br />HAZARDOUS CONDITIONS.
<br />3. WHERE PAVEMENT IS TO BE EXTENDED OR REMOVED, EXISTING PAVEMENT SHALL BE SAW -CUT OR
<br />GRIND TO A NEAT LINE PRIOR TO PLACING NEW ASPHALT CONCRETE.
<br />4. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SIGNS AND MARKINGS FOR ALL
<br />REGULATORY TRAFFIC SIGNS REMOVED DURING THE CONSTRUCTION.
<br />5. IT IS PROHIBITED TO DISCHARGE ANYTHING EXCEPT CLEAN WATER INTO THE STORM DRAIN SYSTEM.
<br />6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY SCHEDULING INSPECTION AND
<br />TESTING OF ALL FACILITIES CONSTRUCTED UNDER THIS CONTRACT. ALL TESTING SHALL CONFORM
<br />TO THE REGULATORY AGENCY'S STANDARD SPECIFICATIONS
<br />7. THE CONTRACTOR SHALL MAINTAIN A NEATLY MARKED SET OF FULL-SIZED AS -BUILT RECORD
<br />DRAWINGS SHOWING THE FINAL LOCATION AND LAYOUT OF ALL STRUCTURES AND OTHER
<br />FACILITIES. WHERE NECESSARY, SUPPLEMENTAL DRAWINGS SHALL BE PREPARED AND SUBMITTED
<br />BY THE CONTRACTOR.
<br />8. PRIOR TO ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL DELIVER TO THE ENGINEER,
<br />ONE SET OF NEATLY MARKED AS -BUILT RECORD DRAWINGS SHOWING THE INFORMATION REQUIRED
<br />ABOVE.
<br />9, DUST CONTROL SHALL BE PROVIDED AT ALL TIMES, AT THE CONTRACTOR'S EXPENSE, TO MINIMIZE
<br />ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SECTION 10 OF CALTRANS STANDARD
<br />SPECIFICATIONS.
<br />10. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT-OF-WAY PRIOR TO
<br />COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC APPROVAL OF THE SJCO DIRECTOR OF
<br />PUBLIC WORKS.
<br />11 ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATION MUST BE PREPARED
<br />AND CERTIFIED BY THE "CIVIL ENGINEER," AND SHALL BE SUBMITTED TO THE SJCO DIRECTOR OF
<br />PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />12, WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK COVERED BY THE
<br />SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED AFTER PROPER BACKFILLING WITH
<br />PAVEMENT MATERIAL EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL PAVING.
<br />13 DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT WEATHER, AND
<br />RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION OF THE WORK.
<br />14. CONTRACTOR SHALL PROTECT ALL BENCHMARKS AND SURVEYED MONUMENTS DURING
<br />CONSTRUCTION. DAMAGED OR REMOVED MONUMENTS SHALL BE REPLACED WITH THE SAME ORDER
<br />OF ACCURACY, AT THE CONTRACTOR'S EXPENSE.
<br />15 A TRAFFIC CONTROL PLAN (TCP) SHALL BE SUBMITTED TO AND DEEMED ACCEPTABLE BY THE
<br />COUNTY PRIOR TO START OF WORK, THIS SHALL ADDRESS ALL PHASES OF WORK, WHICH WILL
<br />IMPACT PUBLIC TRAFFIC, CONFORMANCE WITH THE TCP SHALL BE MAINTAINED AT ALL TIME
<br />16. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC
<br />CONTROL DEVICES (MUTCD), MUTCD CALIFORNIA SUPPLEMENT, AND SAN JOAQUIN COUNTY
<br />STANDARDS AS SHOWN ON THE PLANS
<br />EROSION PREVENTION AND SEDIMENT
<br />CONTROL NOTES
<br />1 ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN
<br />ACCORDANCE WITH THE COUNTY OF SAN JOAQUIN.
<br />2 EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPs) SHALL BE INSTALLED AND MAINTAINED BY THE
<br />CONTRACTOR. SEDIMENT CONTROL BMPs SHALL BE INSTALLED AND MAINTAINED ALL YEAR ROUND.
<br />3. ALL DRAINAGE INLETS IMMEDIATELY DOWNSTREAM OF THE WORK AREAS AND WITHIN THE WORK AREAS,
<br />EXISTING AND PROPOSED, SHALL BE PROTECTED WITH SEDIMENT CONTROL AND INLET FILTER BAGS YEAR
<br />ROUND. INLET FILTER BAGS SHALL BE REMOVED FROM DRAINAGE INLETS UPON ACCEPTANCE OF
<br />IMPROVEMENTS BY THE COUNTY
<br />4 ALL CONSTRUCTION ENTRANCES SHALL HAVE A STABILIZED CONSTRUCTION ACCESS CONSTRUCTED BE
<br />COUNTY STANDARDS. WHERE CONSTRUCTION TRAFFIC ENTERS OR LEAVES PAVED AREAS, THE
<br />STABILIZED ACCESS SHALL BE MAINTAINED ON A YEAR ROUND BASIS UNTIL THE COMPLETION OF THE
<br />PROJECT.
<br />5. ALL AREAS DISTURBED DURING CONSTRUCTION BY GRADING, TRENCHING, OR OTHER ACTIVITIES SHALL BE
<br />PROTECTED FROM EROSION DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). HYDROSEED IF
<br />UTILIZED, MUST BE PLACED BY SEPTEMBER 15. HYDROSEED PLACED DURING THE WET SEASON SHALL BE A
<br />SECONDARY EROSION PROTECTION METHOD.
<br />6. SENSITIVE AREAS AND AREAS WHERE EXISTING VEGETATION IS BEING PRESERVED SHALL BE PROTECTED
<br />WITH TEMPORARY FENCING (TYPE ESA). SEDIMENT CONTROL BMPs SHALL BE INSTALLED WHERE ACTIVE
<br />AREAS DRAIN INTO SENSITIVE OR PRESERVED VEGETATION AREAS.
<br />7 SEDIMENT CONTROL BMPs SHALL BE PLACED ALONG THE PROJECT PERIMETER WHERE DRAINAGE LEAVES
<br />THE PROJECT SEDIMENT CONTROL BMPs SHALL BE MAINTAINED YEAR ROUND UNTIL THE CONSTRUCTION
<br />PROJECT IS COMPLETE OR THE DRAINAGE PATTERN HAS BEEN CHANGED AND NO LONGER LEAVES THE
<br />SITE.
<br />8. EROSION AND SEDIMENT CONTROL MEASURES FOR THIS PROJECT SHALL COMPLY WITH THE
<br />STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THE PROJECT BY THE
<br />CONTRACTOR IN ACCORDANCE WITH THE CALIFORNIA GENERAL CONSTRUCTION PERMIT THIS PERMIT
<br />REQUIRES THAT THE SWPPP BE KEPT UP TO DATE TO REFLECT THE CHANGING SITE CONDITIONS AND THE
<br />SWPPP IS TO BE AVAILABLE ON SITE AT ALL TIMES FOR FOR REVIEW BY STATE AND LOCAL INSPECTORS.
<br />9. BMPs TO BE IN PLACE AND INSPECTED PRIOR TO GROUND BREAKING.
<br />10. INSTALLATION AND MAINTENANCE OF EROSION CONTROL AND SEDIMENT CONTROL MEASURES ARE THE
<br />RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREVENTION
<br />OF SIGNIFICANT EROSION AND SILTATION ENTERING THE STORM DRAIN SYSTEM. NATURAL DRAINAGE
<br />COURSES AND/OR INTRUDING UPON ADJACENT ROADWAYS AND PROPERTIES. THIS RESPONSIBILITY
<br />SHALL APPLY THROUGHOUT THE COURSE OF CONSTRUCTION AND UNTIL ALL DISTURBED AREAS HAVE
<br />BECOME STABILIZED AND SHALL NO THE LIMITED TO WET WEATHER PERIODS.
<br />11. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE COUNTY OF SAN
<br />JOAQUIN STANDARDS AND WITH THE EROSION PREVENTION AND SEDIMENT CONTROL BEST MANAGEMENT
<br />PRACTICES CONTAINED IN THE LATEST EDITIONS OF THE FOLLOWING PUBLICATIONS OR AN EQUIVALENT
<br />BEST MANAGEMENT PRACTICE:
<br />• CONSTRUCTION SITE BEST MANAGEMENT PRACTICES MANUAL BY CALTRANS.
<br />• EROSION AND SEDIMENT CONTROL FIELD MANUAL BY THE SAN FRANCISCO BAY REGIONAL WATER
<br />QUALITY CONTROL BOARD.
<br />• MANUAL OF STANDARDS FOR EROSION & SEDIMENT CONTROL MEASURES BY THE ASSOCIATION
<br />OF BAY AREA GOVERNMENTS.
<br />• STORM WATER BEST MANAGEMENT PRACTICE HANDBOOK BY THE CALIFORNIA STORM WATER
<br />QUALITY ASSOCIATION.
<br />12. IF DISCREPANCIES OCCUR BETWEEN THESE NOTES. MATERIAL REFERENCED HEREIN OR MANUFACTURER'S
<br />RECOMMENDATIONS, THEN THE MOST PROTECTIVE SHALL APPLY.
<br />13. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING STORM WATER POLLUTION GENERATED FROM THE
<br />CONSTRUCTION SITE AT ALL TIMES. THE GENERAL CONTRACTOR MUST IMPLEMENT AN EFFECTIVE
<br />COMBINATION OF EROSION PREVENTION AND SEDIMENT CONTROL ON ALL DISTURBED AREAS DURING THE
<br />RAINY SEASON (OCTOBER 1 -APRIL 30).
<br />14. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR
<br />BEFORE FORCASTED STORM EVENTS AND AFTER ACTUAL STORM EVENTS TO ENSURE MEASURES ARE
<br />FUNCTIONING PROPERLY STORM EVENTS PRODUCE AT LEAST ONE INCH OF PRECIPITATION IN A 24 HOUR
<br />PERIOD. EROSION PREVENTION AND SEDIMENT CONTROL MEASURES THAT HAVE FAILED OR ARE NO
<br />LONGER EFFECTIVE SHALL BE PROMPTLY REPLACED. EROSION PREVENTION AND SEDIMENT CONTROL
<br />MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED.
<br />15. DISCHARGES OF POTENTIAL POLLUTANTS FROM CONSTRUCTION SITES SHALL BE PREVENTED USING
<br />SOURCE CONTROLS TO THE MAXIMUM EXTENT PRACTICABLE POTENTIAL POLLUTANTS INCLUDE BUT ARE
<br />NOT LIMITED TO: SEDIMENT, TRASH, NUTRIENTS, PATHOGENS, PETROLEUM HYDROCARBONS, METALS,
<br />CONCRETE, CEMENT, ASPHALT, LIME, PAINT, STAINS, GLUES, WOOD PRODUCTS, PESTICIDES, HERBICIDES,
<br />CHEMICALS, HAZARDOUS WASTE, SANITARY WASTE, VEHICLE OR EQUIPMENT WASH WATER, AND
<br />CHLORINATED WATER.
<br />16. WHENEVER IT IS NOT POSSIBLE TO UTILIZE EROSION PREVENTION MEASURES, EXPOSED AREAS SHALL
<br />EMPLOY SEDIMENT CONTROL DEVICES, SUCH AS FIBER ROLLS AND SILT FENCES. FIBER ROLLS AND SILT
<br />FENCES SHALL BE TRENCHED AND KEYED INTO THE SOIL AND INSTALLED ON CONTOUR OR AS SHOWN ON
<br />THE EROSION CONTROL PLAN. SILT FENCES SHALL BE INSTALLED APPROXIMATELY TWO TO FIVE FEET
<br />FROM TOE OF SLOPE.
<br />17. SOIL AND MATERIAL STOCKPILES SHALL BE PROPERLY PROTECTED TO MINIMIZE SEDIMENT AND
<br />POLLUTANT TRANSPORT FROM THE CONSTRUCTION SITE.
<br />18. SOLID WASTE, SUCH AS TRASH, DISCARDED BUILDING MATERIALS AND DEBRIS, SHALL BE PLACED IN
<br />DESIGNATED COLLECTION AREAS OR CONTAINERS. THE CONSTRUCTION SITE SHALL BE CLEARED OF
<br />SOLID WASTE DAILY, OR AS NECESSARY, AND REGULAR REMOVAL AND PROPER DISPOSAL SHALL BE
<br />ARRANGED.
<br />19. A CONCRETE WASHOUT AREA SHALL BE DESIGNATED TO CLEAN CONCRETE TRUCKS AND TOOLS. AT NO
<br />TIME SHALL CONCRETE PRODUCTS AND WASTE BE ALLOWED TO ENTER COUNTY WATERWAYS SUCH AS
<br />CREEKS OR STORM DRAINS
<br />20. PROPER APPLICATION, CLEANING AND STORAGE OF POTENTIALLY HAZARDOUS MATERIALS, SUCH AS
<br />PAINTS AND CHEMICALS, SHALL BE CONDUCTED TO PREVENT THE DISCHARGE OF POLLUTANTS.
<br />21. WHEN UTILIZED, TEMPORARY RESTROOMS AND SANITARY FACILITIES SHALL BE LOCATED AND MAINTAINED
<br />TO PREVENT THE DISCHARGE OF POLLUTANTS.
<br />22. APPROPRIATED VEHICLE STORAGE, FUELING, MAINTENANCE AND CLEANING AREAS SHALL BE DESIGNATED
<br />AND MAINTAINED TO PREVENT DISCHARGE OF POLLUTANTS.
<br />23. IMPLEMENTATION OF THE RECOMMENDED EROSION CONTROL MEASURES AS SHOWN ON THESE PLANS
<br />DOES NOT ENSURE COMPLIANCE WITH FEDERAL, STATE AND LOCAL LAWS, REGULATIONS AND
<br />ORDINANCES. THE BURDEN OF COMPLIANCE RESTS SOLELY WITH THE OWNER AND DEVELOPER OF THE
<br />PROJECT.
<br />LEGEND
<br />STORM DRAIN (SEE PLAN FOR SIZE)
<br />- EXISTING DRAIN INLET
<br />EXISTING STORM DRAIN
<br />EXISTING STORM DRAIN MANHOLE
<br />PROPOSED CURB INLET
<br />PROPOSED DRAIN INLET
<br />PROPOSED STORM DRAIN
<br />0 -f PROPOSED STORM DRAIN MANHOLE
<br />PLANAMETRICS
<br />---------------
<br />_.,W.
<br />CENTERLINEEASEMENT LINE
<br />FLOW LINE
<br />PROPERTY LINE
<br />EXISTING UNDERGROUND ELECTRIC LINE
<br />FENCE
<br />LOCATION UNKNOWN
<br />GRADE BREAK
<br />BUILDING WALL
<br />EXISTING CONTOUR
<br />PROPOSED ASPHALT PAVING
<br />1X2 VAULT
<br />CHRISTY BOX
<br />EXISTING TREE
<br />EXISTING TREE TO BE REMOVED
<br />DETAIL LETTER
<br />2 SHEET NUMBER
<br />ABBREVIATIONS
<br />ENGINEERING
<br />US Sonam Avenue
<br />suite C
<br />sates Ron Ca 95404
<br />TeL. (707) 544-0784
<br />F= (707) 544. W
<br />Q Copyright 2012
<br />�o QROFESS lON4
<br />Sp<y�F'yG
<br />ale. 30888
<br />EXP. 3-31-14
<br />C l V
<br />F Fo
<br />OF
<br />CA
<br />AB AGGREGATE BASE FG FINISH GRADE RCP REINFORCED CONCRETE PIPE
<br />AD AREA DRAIN FIN FINISH LAYER REC RECORD
<br />AC ASPHALT CONCRETE FDC FIRE DEPARTMENT SCH SCHEDULE
<br />AFF ABOVE FINISH FLOOR FL FLOW LINE SD STORM DRAIN
<br />AGG AGGREGATE FND FOUNDATION SAP SEE ARCHITECTURAL PLANS Q
<br />BC BEGINNING OF CURB GALV GALVANIZED SAD SEE ARCHITECTURAL DRAWINGS 7 Uj
<br />Z L
<br />BLDG BUILDING G GROUND SED SEE ELECTRICAL DRAWINGS I
<br />CB CATCH BASIN GB GRADE BREAK SJCO SAN JOAQUIN COUNTY 2
<br />CF CURB FACE GSM GALVANIZED SHEET METAL SPD SEE PLUMBING DRAWINGS LL
<br />Q W
<br />CL CENTER LINE IP IRON PIPE SPP SEE PLUMBING PLAN
<br />CMU CONCRETE MASONRY UNIT(S) INV INVERT SSD SEE STRUCTURAL DRAWINGS .. O LL..
<br />CO CLEAN OUT LSCP LANDSCAPE SSPN SEE STRUCTURAL PLAN C) ^/
<br />COMP COMPACTION LF LINEAL FEET SLP SEE LANDSCAPE PLAN Z VVZ L^
<br />CONC CONCRETE MH MANHOLE SS SANITARY SEWER
<br />CID CONTROL POINT MAX MAXIMUM SWK SIDEWALK W O
<br />DIA or 0 DIAMETER MIN MINIMUM TB TOP OF BANK W
<br />DW DRIVEWAY MSS METAL STORAGE SYSTEM TCS TOP OF CONCRETE SURFACE / C)
<br />DWNSPT DOWN SPOUT MWP METAL WALL PANEL TC TOP OF CURB Uj / M
<br />DI DRAIN INLET NO. NUMBER TCE TEMPORARY CONSTRUCTION EASEMENT J C`' Q co
<br />EA EACH (N) NEW TG TOP OF GRATE
<br />ELEC ELECTRICAL NIC NOT IN CONTRACT TOS TOP OF SLOPE " > �.--
<br />EC END OF CURVE NTS NOT TO SCALE TP TOP OF PAVEMENT U) U I
<br />EG EXISTING GROUND OC ON CENTER TW TOP OF WALL Uj lid O
<br />EL ELEVATION PCC PORTLAND CEMENT CONCRETE TYP TYPICAL U) ` ^
<br />EP EDGE OF PAVEMENT PD PLANTER DRAIN VC VERTICAL CURVE W M U
<br />(E) EXISTING PDF POWER DRIVEN FASTENERS VEG VEGETATION 0 C)FEC FIRE EXTINGUISHER CABINET PVC POLYVINYL CHORIDE (L�L.11
<br />FX EXISTING FENCE R RADIUS z
<br />FF FINISH FLOOR \\\\ G
<br />STANDARD DRAWINGS
<br />NEW IMPROVEMENTS ARE SUBJECT TO THE REQUIREMENTS OF THE SAN JOAQUIN COUNTY AND CALTRANS STANDARD
<br />DRAWINGS LISTED BELOW.
<br />SAN JOAQUIN COUNTY
<br />DWG NO. DESCRIPTION
<br />CW-R36 ADJUSTING STREET FACILITIES TO GRADE
<br />R-17 DRIVEWAYS - RURAL, AG, & TEMP
<br />R-25 STANDARD STREET SIGN DETAILS
<br />R-29 TYPICAL TRENCH BACKFILL
<br />CALTRANS
<br />DWG NO,
<br />DESCRIPTION
<br />A20A
<br />PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS
<br />A20B
<br />PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS
<br />A20D
<br />PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS
<br />A24D
<br />PAVEMENT MARKING WORDS
<br />A24E
<br />PAVEMENT MARKING WORDS & CROSSWALKS
<br />Submittal / Revision
<br />zh
<br />0
<br />a
<br />0
<br />0
<br />Job No:
<br />06-1262
<br />Drawn By:
<br />SGH
<br />Checked By:
<br />DS
<br />Date:
<br />2012-09-04
<br />Sheet Number
<br />C-2
<br />'Q Q. MacArthur Drive Improvements\CiviAC1 - C5.dwg, C-2, 9/2T,'2012 2:48:53 PM
<br />Q.
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