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<br />STANDARD GENERAL NOTES
<br />1. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERALLY ACCEPTED
<br />CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND
<br />COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.
<br />THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED
<br />TO NORMAL WORKING HOURS. THE CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY
<br />AND HOLD OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
<br />ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ROJECT, EXEMPTING
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF ENGINEER.
<br />2. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT THE EARTH
<br />WILL NOT SLIDE OR SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL
<br />BE FULLY PROTECTED FROM DAMAGE. ANY DAMAGE RESULTING FROM A LACK OF ADEQUATE
<br />SHORING, BRACING AND SHEETING, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
<br />AND HE SHALL EFFECT NECESSARY REPAIRS OR RECONSTRUCTION AT HIS OWN EXPENSE.
<br />WHERE THE EXCAVATION FOR A CONDUIT TRENCH, AND/OR STRUCTURE IS FIVE FEET OR
<br />MORE IN DEPTH, THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING AND
<br />BRACING OR EQUIVALENT METHOD, FOR THE PROTECTION OF LIFE, OR LIMB, WHICH SHALL
<br />CONFORM TO THE APPLICABLE CONSTRUCTION SAFETY ORDERS 0 THE DIVISION OF
<br />INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. THE CONTRAC OR SHALL ALWAYS
<br />COMPLY WITH OSHA REQUIREMENTS.
<br />3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PERMITS NECESSARY TO
<br />PERFORM THE WORK SHOWN IN THESE PLANS FROM THE APPROPRIATE AGENCIES.
<br />4. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF
<br />AIRBORNE DUST NUISANCE AND SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM
<br />HIS FAILURE TO DO SO.
<br />5. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR (PRIVATE PROPERTY
<br />ADJACENT TO WORK THROUGHOUT THE PERIOD OF CONSTRUCTION.
<br />6. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FIAGGERS OR OTHER
<br />DEVICES NECESSARY TO PROVIDE FOR SAFETY.
<br />7. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS FOR POLICE, FIRE,
<br />AMBULANCE, AND THOSE AGENCIES RESPONSIBLE FOR MAINTENANCE OF UTILITIES IN
<br />THE VICINITY OF JOB SITE.
<br />8. ANY EXTRA CONSTRUCTION STAKING NECESSITATED SOLELY BY THE CONTRACTOR'S
<br />NEGLIGENCE WILL BE CHARGED TO THE CONTRACTOR ON A TIME AND EXPENSES BASIS,
<br />AND PAID FOR BY THE CONTRACTOR.
<br />9. STATIONING HEREON IS ALONG STREET CENTERLINE UNLESS OTHE�RWISE SHOWN OR
<br />INDICATED.
<br />10. ALL RETURN RADII AND CURB DATA ARE TO FACE OF CURB.
<br />11. ALL QUANTITIES AND PAY ITEMS ARE AND WILL BE BASED ON HORIZONTAL MEASUREMENTS.
<br />12. LENGTHS OF SANITARY SEWERS AND STORM DRAINS ARE HORIZONTAL DISTANCES FROM
<br />CENTER TO CENTER OF STRUCTURES, ROUNDED OFF TO THE NEAREST FOOT.
<br />13. EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS ARE 'SHOWN IN THEIR
<br />APPROXIMATE LOCATIONS BASED UPON RECORD INFORMATION AVAILABLE TO THE ENGINEER
<br />AT THE TIME OF THE PREPARATION OF THESE PLANS. LOCATIONS MAY NOT HAVE BEEN
<br />VERIFIED IN THE FIELD AND NO GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS
<br />OF THE INFORMATION SHOWN. THE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AT
<br />LEAST 2 WORKING DAYS IN ADVANCE OF CONSTRUCTION TO FIELD LOCATE UTILITIES.
<br />CALL UNDERGROUND SERVICE ALERT (U.S.A), AT 800-642-2444. IT SHALL BE THE
<br />RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE' AND LOCATION OF
<br />THOSE UTILITIES SHOWN ON THESE PLANS OR INDICATED IN THE FIELD BY LOCATING
<br />SERVICES. ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CON TRACTOR'S FAILURE
<br />TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION
<br />IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR AND ASSUMED INCLUDED AND
<br />MERGED IN THE CONTRACT UNIT PRICE.
<br />14. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING
<br />CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE LOCAL
<br />AGENCY ENGINEER, AT THE CONTRACTOR'S SOLE EXPENSE.
<br />15. ANY RELOCATION OF PUBLIC UTILITIES SHALL BE CONDUCTED IN 'ACCORDANCE WITH
<br />ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY INCLUDING FEF S, BONDS, PERMITS
<br />AND WORKING CONDITIONS, ETC. THIS WORK SHALL BE DONE AT NO EXPENSE TO THE
<br />UTILITY COMPANY. THE OWNER SHALL PAY THE COST OF ALL SUCH, RELOCATION WORK
<br />INCLUDING FEES, BONDS, PERMITS, ETC.
<br />16. IF ARCHAEOLOGICAL MATERIALS ARE UNCOVERED DURINGGRADING, TR NCHING OR OTHER
<br />EXCAVATION, EARTHWORK WITHIN 100 FEET OF THESE MATERIALS HALL BE STOPPED
<br />UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO IS CERTIFIED BY THE SOCIETY OF CALIFORNIA
<br />ARCHAEOLOGY (SCA) AND/OR THE SOCIETY OF PROFESSIONAL ARCHAEOLOGY (SOPA) HAS
<br />HAD AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND SUGGEST
<br />APPROPRIATE MITIGATION MEASURES IF THEY ARE DEEMED NECESSARY.
<br />17. GREINER DOES NOT SPECIFY NOR RECOMMEND THE USE OR INSTALLATION OF ANY MATERIAL
<br />OR EQUIPMENT WHICH IS MADE FROM, OR WHICH CONTAINS ASBESTOS FOR USE IN THE
<br />CONSTRUCTION OF THESE IMPROVEMENTS. ANY PARTY INSTALLING OR USING SUCH
<br />MATERIALS OR EQUIPMENT SHALL BE SOLELY RESPONSIBLE FOR ALL ,INJURIES, DAMAGES,
<br />OR LIABILITIES, OF ANY KIND, CAUSED BY THE USE OF SUCH MATERIALS OR EQUIPMENT.
<br />THE PROVISIONS OF THIS NOTE SHALL APPLY UNLESS THEY ARE EXPRESSLY WAIVED IN
<br />WRITING BY GREINER.
<br />18. THE CONTRACTOR SHALL MEET AND FOLLOW ALL NPDES REQUIREMENT IN EFFECT AT THE
<br />TIME OF CONSTRUCTION.
<br />19. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELATIVE THERETO IS
<br />NOT SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE ONTRACTOR SHALL
<br />CONTACT GREINER AT (209) 833-3393 FOR SUCH FURTHER EXPLA ATIONS AS MAY BE
<br />NECESSARY.
<br />BENCHMARK:
<br />BENCHMARK 11.6A
<br />ELEVATION: 251.19
<br />A BRASS DISC ON THE NORTHEAST CORNER OF THE BRIDGE
<br />ON PATTERSON PASS ROAD OVER THE CALIFORNIA AQUEDUCT.
<br />BASIS OF
<br />BASIS OF
<br />BEARING:
<br />BEARING IS DETERMINED BY
<br />THE
<br />MONUMENTS IN SCHULTE ROAD,
<br />AS SHOWN
<br />ON THE CONSTRUCITON PLANS
<br />FOR
<br />TRACT NO. 2450
<br />PATTERSON PASS
<br />BUSINESS
<br />PARK, TAKEN AS N 88'52'31"
<br />W.
<br />0.
<br />DWG NAME:17891P3
<br />PROJECT GENERAL NOTES
<br />1. ALL WORK SHALL CONFORM TO SAN JOAQUIN COUNTY, DEPARTMENT OF PUBLIC WORKS STANDARD
<br />SPECIFICATIONS AND DETAILS PER CURRENT EDITION. THE IMPROVEMENTS ARE SUBJECT TO THE INSPECTION AND
<br />APPROVAL OF THE PUBLIC WORKS DIRECTOR. CONTACT PUBLIC WORKS DEPARTMENT TWO WORKING
<br />DAYS (48 HOURS) PRIOR TO THE START OF ANY WORK TO ARRANGE FOR INSPECTION.
<br />2. ALL SANITARY SEWER AND WATER WORK SHALL BE DONE IN ACCORDANCE WITH CITY OF TRACY,
<br />DEPARTMENT OF PUBLIC WORKS STANDARDS & SPECIFICATIONS. CURRENT EDITION.
<br />3. THE CONTRACTOR SHALL OBTAIN PERMITS FROM THE CITY OF TRACY (SS & W) AND
<br />SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT PRIOR TO BEGINNING WORK.
<br />4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE
<br />COUNTY, AND GREINER, INC. UPON DISCOVERY OF ANY FIELD CONFLICTS.
<br />ANY DEVIATIONS OR CHANGES IN THESE PLANS WITHOUT OFFICIAL APPROVAL OF THE ENGINEER
<br />SHALL ABSOLVE THE ENGINEER OF ANY AND ALL RESPONSIBILITY OF SAID DEVIATION OR
<br />CHANGE.
<br />5. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS WITHOUT THE CONSENT OF
<br />THE COUNTY SURVEYOR. ANY PERMANENT MONUMENTS OR POINTS DESTROYED SHALL BE REPLACED BY
<br />A LICENSED CIVIL ENGINEER AUTHORIZED TO DO SURVEYING, OR A LICENSED LAND SURVEYOR AT
<br />THE CONTRACTOR'S EXPENSE, BEFORE ACCEPTANCE OF IMPROVEMENTS BY SAN JOAQUIN
<br />COUNTY.
<br />6. ALL CONSTRUCTION STAKING FOR CURB, GUTTER, AND SIDEWALK, STORM DRAINS, FIRE
<br />HYDRANTS, ELECTROLIERS, ETC. SHALL BE DONE BY A REGISTERED CIVIL ENGINEER,
<br />AUTHORIZED TO DO SURVEYING OR A LICENSED LAND SURVEYOR.
<br />7. EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS. THE CONTRACTOR SHALL TAKE
<br />PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE CONTRACTOR SHALL DO NO
<br />EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY OF HAYWARD HAVE BEEN NOTIFIED
<br />AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD.
<br />8. CONTRACTOR SHALL CONTROL DUST AT ALL TIMES DURING CONSTRUCTION AS REQUIRED BY THE
<br />COUNTY OF SAN JOAQUIN.
<br />9. PRIOR TO TRENCHING FOR ALL UTILITY PIPE, THE CONTRACTOR SHALL VERIFY, IN THE FIELD,
<br />THE SIZE AND LOCATION OF THE EXISTING PIPE AT THE POINT OF CONNECTION. ANY
<br />DEVIATION FROM THE PLANS SHALL BE RESOLVED BY THE DESIGN ENGINEER PRIOR TO
<br />TRENCHING. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF FIELD VERIFICATION.
<br />DESIGN ENGINEER SHALL BE ALLOWED REASONABLE TIME FOR CONFLICT RESOLUTION.
<br />10. MANHOLES, VALVES, CLEANOUTS, ETC. SHALL BE BROUGHT TO FINISH GRADE BY THE
<br />CONTRACTOR AFTER THE FINAL PAVING COURSE IS PLACED. WATER VALVES MUST REMAIN
<br />ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE NECESSARY PUBLIC AND PRIVATE
<br />ENTITIES, WHO HAVE AN INTEREST IN THE CONSTRUCTION OF THESE IMPROVEMENTS AS IT
<br />IMPACTS THEM, IN A TIMELY MANNER TO ALLOW THEM TO SEND THE NECESSARY
<br />REPRESENTATIVES TO THE JOB SITE FOR INSPECTION AND OBSERVATION PURPOSES.
<br />CONSTRUCTION NOTES
<br />GENERAL:
<br />1. ALL CONSTRUCTION MATERIALS AND METHODS SHALL COMPLY WITH THE ORDINANCES,
<br />SPECIFICATIONS, AND STANDARDS OF SAN JOAQUIN COUNTY AND THE CITY OF TRACY (WATER
<br />AND SEWER ONLY), EXCEPT AS NOTED BELOW FOR SPECIFIC UTILITIES.
<br />2. TRAFFIC CONTROL MAINTENANCE AND OPERATION SHALL COMPLY WITH THE FOLLOWING STATE
<br />STANDARD SPECIFICATION: SECTION 7-1.09 "PUBLIC SAFETY', 7-108 "PUBLIC CONVENIENCE",
<br />AND SECTION 12 "CONSTRUCTION AREA TRAFFIC CONTROL DEVICES". CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR PROVIDING AND MAINTAINING ALL NECESSARY TRAFFIC CONTROL, INCLUDING
<br />TEMPORARY STRIPING, INSTALLATION OF SEMI-PERMANENT TRAFFIC CONTROL DEVICES, AT ALL
<br />TIMES.
<br />3. ALL TRENCH EXCAVATION OVER FIVE FEET IN DEPTH SHALL BE SHORED IN ACCORDANCE WITH
<br />CAL -OSHA "CONSTRUCTION SAFETY ORDERS' CURRENT EDITION. CONTRACTOR MUST HAVE VALID
<br />TRENCH SHORING PERMIT ISSUED BY CAL -OSHA.
<br />SANITARY SEWER:
<br />1. SANITARY SEWER SHALL BE VITRIFIED CLAY PIPE (VCP) OR DUCTILE IRON PIPE (DIP) PER CITY
<br />STANDARD SPECS. 207.01
<br />2. SANITARY SEWER MANHOLE SHALL CONFORM TO THE CITY OF TRACY STANDARD DRAWING NO.
<br />301.
<br />3. SANITARY SEWER LATERAL SHALL BE PVC SDR35, CONFORMING TO THE REQUIREMENTS OF ASTM
<br />D3034.
<br />4. ALL SANITARY SEWER MAINS SHALL BE TELEVISION INSPECTED, AND PASS A LEAKAGE TEST PRIOR TO
<br />ACCEPTANCE BY THE CITY.
<br />5. ALL SANITARY SEWER LATERALS SHALL HAVE A CLEANOUT ONE FOOT INSIDE THE RIGHT OF WAY.
<br />STORM DRAIN:
<br />1. ALL STORM DRAIN SHALL BE REINFORCED CONCRETE PIPE (RCP) CLASS III 1750D., UNLESS
<br />OTHERWISE NOTED ON THE PLANS.
<br />2. CATCH BASIN SHALL BE TYPE 2 PER SAN JOAQUIN COUNTY STANDARD DRAWING NO. D-14.
<br />3. STORM DRAIN MANHOLE SHALL BE TYPE B MANHOLE CONFORMING TO SAN JOAQUIN COUNTY
<br />STANDARD DRAWING NO. D-17.
<br />WATER:
<br />1. WATER MAIN SHALL BE DUCTILE IRON PIPE (DIP) PER CITY STANDARD SPECS. 207.04 CLASS 50
<br />AND SHALL HAVE A MINIMUM COVER OF 42" OVER THE PIPE.
<br />2. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON. FITTING WITH VALVE SHALL BE
<br />MECHANICAL JOINT BY FLANGE.
<br />3. VALVES 10" 4 ScAAL £K SHALL BE RESILIENT SEATED GATE VALVE CONFORMING TO THE
<br />REQUIREMENTS OF THE CITY OF TRACY STANDARD SPECIFICATIONS. NO VALVE SHALL BE INSTALLED
<br />UNTIL APPROVAL FOR THE PARTICULAR BRAND NAME AND MANUFACTURER'S MODEL NUMBER
<br />HAS BEEN GRANTED BY THE CITY ENGINEER. VALVES tz" Pr.,n Ln26£e sae.w BE
<br />3vrr�.R FLY v.�-v�5
<br />4. TESTING OF THE PIPE SHALL BE MADE IN ACCORDANCE WITH AWWA C-900. ALL PIPES SHALL BE
<br />TESTED AT THE PRESENCE OF THE CITY ENGINEER OR HIS REPRESENTATIVE. TESTING OF THE
<br />PIPE SHALL BE DONE BEFORE CONNECTION TO THE EXISTING WATER MAIN AND AFTER
<br />COMPACTION OF THE BASIC MATERIAL. CONTRACTOR SHALL BE RESPONSIBLE FOR THE TESTING,
<br />RETESTING AND RECOMPACTION OF THE PIPE AS REQUIRED AT HIS OWN EXPENSE TO THE
<br />SATISFACTION OF THE CITY ENGINEER.
<br />5. PRIOR TO DELIVERY TO THE JOB SITE, THE CONTRACTOR SHALL FURNISH A COMPLETE LIST OF
<br />MATERIALS BY MANUFACTURER AND MODEL NUMBER FOR APPROVAL AND A CERTIFICATE OF
<br />COMPLIANCE SHALL BE FURNISHED BY THE MANUFACTURER FOR ALL PIPE FURNISHED.
<br />6. ALL WATER SERVICE (DOMESTIC, FIRE, HYDRANTS, ETC.) MUST MAINTAIN 12" CLEARANCE FROM
<br />OTHER UTILITIES. MINIMUM COVER FOR 6" PIPES AND LESS IS 367. MINIMUM COVER FOR PIPES
<br />OVER 6" IS 42".
<br />CONCRETE PAVING:
<br />1. VERTICAL CURB, GUTTER AND SIDEWALK SHALL CONFORM TO SAN JOAQUIN COUNTY
<br />STANDARD DRAWING NO. R-6.
<br />2. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS AND
<br />SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARD DRAWING NO. R -10A & B.
<br />3. EXISTING CURB, GUTTER AND SIDEWALK OUTSIDE THE WORK LIMITS THAT ARE DAMAGED
<br />DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S
<br />SOLE EXPENSE AND TO THE SATISFACTION OF THE COUNTY.
<br />4. ALL CEMENT TO BE USED SHALL BE TYPE II PORTLAND CEMENT CONFORMING TO ASTM
<br />C150. PORTLAND CEMENT CONCRETE SHALL BE GRADE B AND HAVE A 28 -DAY MINIMUM
<br />COMPRESSIVE STRENGTH OF 2500 PSI. A COPY OF THE CONCRETE TAGS SHALL BE
<br />PROVIDED TO THE CITY ENGINEER FOR EACH LOAD OF CONCRETE DELIVERED TO THE PROJECT.
<br />5. 1/2" EXPANSION JOINTS SHALL BE CONSTRUCTED IN CURB AND GUTTER, AT THE END OF
<br />ALL RETURNS AT EACH END OF DRIVEWAY APPROACHES, AND AT INTERVALS NOT TO EXCEED
<br />50 FEET. NO JOINTS SHALL BE PLACED IN RETURNS.
<br />6. NEW CONCRETE CURB AND GUTTER SHALL BE TIED TO THE EXISTING CONCRETE CURB AND
<br />GUTTER WITH DOWELS. THE DOWELS SHALL BE NO. 4 REBARS WITH A MINIMUM LENGTH OF
<br />12 INCHES. THE DOWELS ARE TO BE INSERTED TO A MINIMUM OF 6 INCHES INTO THE
<br />EXISTING CONCRETE CURB.
<br />7. THE TOP SURFACES OF THE CURB AND GUTTER SHALL BE FINISHED WITH A STEEL TROWEL
<br />TO A SMOOTH FINISH. IMMEDIATELY UPON STRIPPING CURB FORMS AND PRIOR TO BACKFILLING,
<br />ALL ROCK POCKETS OR HONEYCOMBS SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER.
<br />ASPHALT CONCRETE:
<br />1. ASPHALT AGGREGATE SUBBASE SHALL BE CLASS 2 AND SHALL CONFORM TO SECTION 25 OF THE "STATE OF
<br />CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY 1992:'
<br />AGGREGATE BASE SHALL BE CLASS 2 AND SHALL CONFORM TO SECTION 26 OF THE "STATE OF
<br />CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, JULY 1992:' ASPHALT
<br />CONCRETE SHALL BE TYPE "B" 1/2" MAXIMUM, MEDIUM GRADATION AND SHALL CONFORM TO
<br />SECTION 39 OF THE "STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD
<br />SPECIFICATIONS, JULY 1992".
<br />2. ASPHALT BINDER TO BE MIXED WITH AGGREGATES SHALL BE PAVING ASPHALT AR -4000 AND SHALL
<br />CONFORM TO THE REQUIREMENTS OF SECTION 92,"ASPHALTS" OF THE STATE STANDARD
<br />SPECIFICATIONS. AGGREGATE SHALL BE CLEAN AND FREE FROM DECOMPOSED MATERIALS, ORGANIC
<br />MATERIAL AND OTHER DELETERIOUS SUBSTANCES, AND CONFORMING TO THE REQUIREMENTS OF
<br />SECTION 39-2.02, "AGGREGATE" OF THE STATE STANDARD SPECIFICATIONS.
<br />3. PRIME COAT IS REQUIRED
<br />4. PRIOR TO PLACING THE NEW ASPHALT CONCRETE, A TACK COAT SHALL BE APPLIED TO ALL
<br />VERTICAL SURFACES OF EXISTING PAVEMENT, CURBS, GUTTERS AND CONSTRUCTION JOINTS
<br />AGAINST WHICH ADDITIONAL ASPHALT CONCRETE IS TO BE PLACED. THE RATE OF APPLICATION
<br />SHALL BE APPROXIMATELY 0.10 GALLON PER SQUARE YARD OF SURFACE COVERED.
<br />5. ASPHALT CONCRETE SHALL BE SPREAD AND COMPACTED IN LAYERS NOT TO EXCEED ONE
<br />AND ONE-HALF INCH (1-1/2") IN COMPACTED THICKNESS AND SHALL BE IN ACCORDANCE WITH THE
<br />REQUIREMENTS OF SECTION 39-5, "SPREADING AND COMPACTING EQUIPMENT', AND SECTION
<br />39-6, "SPREADING AND COMPACTING" OF THE STATE STANDARD SPECIFICATIONS.
<br />6. PRIOR TO INSTALLATION OF NEW ASPHALT CONCRETE, CONTRACTOR SHALL COMPACT THE
<br />BASE ROCK MATERIALS WITH A VIBRATING ROLLER OR WITH A MECHANICAL TAMPER TO OBTAIN
<br />A MINIMUM OF 95% COMPACTION. THE SURFACE OF THE FINISHED AGGREGATE BASE AT ANY
<br />POINT SHALL NOT VARY MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED
<br />ON THE PLANS. THE SPREADING AND COMPACTING OF AGGREGATE BASE SHALL CONFORM TO
<br />THE REQUIREMENTS OF SECTION 26-1.035, 26-1.04 AND 26-1.05 OF THE STATE STANDARD
<br />SPECIFICATIONS.
<br />7. EXISTING PAVEMENT OUTSIDE THE WORK LIMITS DAMAGED DURING CONSTRUCTION SHALL BE
<br />REPLACED BY AN EQUAL SECTION TO THE SATISFACTION OF THE COUNTY.
<br />8, EXISTING AC PAVEMENT SHALL BE SAWCUT ALONG THE PROPOSED EDGE OF REMOVAL TO
<br />PROVIDE A NEAT CONFORM TO THE EXISTING AC PAVEMENT.
<br />9. AT THE TIME OF DELIVERY OF EACH SHIPMENT OF ASPHALT, THE VENDOR SUPPLYING THE
<br />MATERIAL WILL PROVIDE CERTIFIED COPIES OF TEST REPORT. THE TEST REPORT SHALL
<br />CONFORM TO THE REQUIREMENTS OF SECTION 92-1.03, "TEST REPORT' OF THE STATE
<br />STANDARD SPECIFICATIONS.
<br />SIGNING AND STRIPING:
<br />1. TRAFFIC SIGNS SHALL BE INSTALLED AT LOCATIONS SPECIFIED ON THE PLANS,
<br />IN ACCORDANCE WITH THE REQUIREMENTS OF CALTRANS TRAFFIC MANUAL, LATEST EDITION.
<br />2. PAVEMENT STRIPING SHALL INCLUDE STOP BARS, CENTERLINE STRIPING OR MARKERS,
<br />CROSSWALKS AND ALL OTHER MARKINGS REQUIRED BY THE COUNTY AND AS SHOWN ON
<br />THESE PLANS. STRIPING SHALL BE DONE WITH HOT APPLIED THERMOPLASTIC AND REFLECTIVE
<br />MARKERS CONFORMING TO THE REQUIREMENTS OF SECTION 84 OF CALTRANS SPECIFICATIONS.
<br />3. EXISTING STRIPING PROPOSED TO BE REMOVED SHALL BE DONE BY SANDBLASTING.
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING STRIPING, MARKING OR LEGENDS AS
<br />NECESSARY PRIOR TO PLACING THE NEW STRIPING, MARKING AND LEGENDS AS SHOWN ON THE
<br />SIGNING AND STRIPING PLAN TO AVOID CONFLICTS.
<br />LIST OF CONTACTS:
<br />OWNER TELEPHONE
<br />KING & LYONS PACIFIC BELL
<br />46750 FREMONT BLVD. #201 44 W. YOKUTS AVE.
<br />FREMONT, CA. 94538 STOCKTON, CA. 95207
<br />ATTN. PAUL LANG
<br />CIVIL ENGINEER GAS. -ELECTRICITY
<br />GREINER, INC. PG&E
<br />2880 TRACY BLVD. #4 55 E. TENTH ST.
<br />TRACY CA. 95376 TRACY, CA. 95376
<br />ATTN. PAUL LANG
<br />STREETS -STORM DRAIN
<br />TRAFFIC SIGNALS -STREET LIGHTS
<br />SAN JOAQUIN COUNTY
<br />1810 HAZELTON AVE.
<br />STOCKTON. CA. 95207
<br />SANITARY SEWER -WATER
<br />CITY OF TRACY
<br />520 TRACY BLVD.
<br />TRACY, CA. 95376
<br />STREET LIGHTS:
<br />1. ALL STREET LIGHTS SHALL BE CONSTRUCTED TO SAN JOAQUIN COUNTY STANDARD R-32.
<br />2. LUMINAIRES SHALL BE 150 WATT, HIGH PRESSURE SODIUM.
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