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<br />GENERAL NOTES
<br />1. THE CONTRACTOR AGREES THAT, IN ACCORDANCE WITH GENERAL Y
<br />ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE REQUIRED
<br />TO ASSb4WE SOLE AND COMPLETE RESPONS / B I L I TY FOR JOB SI TE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
<br />I NCL UD 1 NG SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT
<br />SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
<br />WWK I NG FURS. THE CONTRACTOR FURTHER AGREES TO DEFEND, 1 NDEANI FY
<br />AND HOLD OWNER, CITY, COUNTY AND ENG 1 NEER HARMLESS FROM ANY AND
<br />ALL L I AB I L I TY, REAL OR ALLEGED, IN CONNECTION W 1 TH THE PERFORMANCE
<br />OF AVRK ON THIS PROJECT, EXEAFT 1 NG L I AB I L I TY ARISING FROM THE
<br />SOLE NEGLIGENCE OF ENGINEER.
<br />2. EXCAVATIONS SHALL BE ADEQUA TEL Y SHORED, BRACED AND SHEETED
<br />SO THAT THE EARTH WILL NOT SL 1 DE 014 SETTLE AND SO THAT ALL
<br />EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM
<br />DAMAGE. ANY DAMAGE RESULTING FROM A LACK OF ADEQUA TE SHORING,
<br />BRACING AND SHEETING, SHALL BE THE RESPONS / B I L 1 T Y OF THE
<br />CONTRACTOR AND HE SHALL EFFECT NECESSARY REPAIRS OR
<br />RECONSTRUCT I ON A T H I S OWN EXPENSE. WHERE THE EXCAVA T ION FOR A
<br />CONDUI T TRENCH, AND/OR STRUCTURE 1 S FI VE FEET OR MORE I N DEPTH,
<br />THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING AND
<br />BRACING OR EQU 1 VAL ENT METHOD, FOR THE PROTECTION OF LIFE, OR L 1 MB,
<br />WHICH SHALL CONFORM TO THE APPLICABLE CONSTRUCTION SAFETY ORDERS
<br />OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
<br />THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS.
<br />3, I T IS THE RESPONSI BI L I TY OF THE CONTRACTOR TO OBTA IN PERMI TS
<br />NECESSARY TO PERFORM THE WORK SHOWN IN THESE PLANS FROM THE
<br />APPROPRIATE AGENCIES.
<br />4. THE CONTRACTOR SHALL TAKE EFFECT 1 VE ACTION TO PREVENT THE
<br />FORMATION OF AIRBORNE DUST NUISANCE AND SHALL BE RESPONS 1 BL E FOR
<br />ANY DAMAGE RESULTING FROM HIS FAILURE TO DO SO.
<br />5. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR
<br />PRIVATE PROPERTY ADJACENT TO WORK THROUGHOUT THE PERIOD OF THE
<br />CONSTRUCTION.
<br />6. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES,
<br />FLAGGERS OR OTHER DEVICES NECESSARY TO PROVIDE FOR SAFETY.
<br />7. THE CONTRACTOR SHALL POST EMERGENCY TELEPHONE NtMERS FOR POLICE,
<br />FIRE, AMBULANCE, AND THOSE AGENC 1 ES RESPONSIBLE FOR MA 1 NTENANCE
<br />OF UTILITIES IN THE VICINITY OF JOB SITE.
<br />8. ANY EXTRA CONSTRUCTION STAKING NECESSITATED SOLELY BY THE
<br />CONTRACTOR'S NEGLIGENCE WILL BE CHARGED TO THE CONTRACTOR ON A
<br />TIME AND EXPENSES BASIS, AND PAID FOR BY THE CONTRACTOR.
<br />9. STATIONING HEREON IS ALONG STREET CENTERLINE UNLESS OTHERWISE
<br />SHOWN OR 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
<br />MEASUREMENTS.
<br />12. LENGTHS OF SANITARY SEWERS AND STORM DRAINS ARE HORIZONTAL
<br />D I STANCES FROM CENTER TO CENTER OF STRUCTURES, ROUNDED OFF TO THE
<br />NEAREST FOOT.
<br />13. EXISTING UNDERGROUND UTIL 1 T 1 ES AND IMPROVEMENTS ARE SHOWN IN
<br />THEIR APPROXIMATE L OCA T IONS BASED UPON RECORD 1 NFORMA T I ON
<br />AVAILABLE TO THE ENGINEER AT THE TIME OF THE PREPARATION OF THESE
<br />PLANS. L OCA T 1 ONS MAY NOT HAVE BEEN VER 1 F I ED IN THE FIELD AND NO
<br />GUARANTEE IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE
<br />I NFORMA T ION SHOWN. THE CONTRACTOR SHALL NOTIFY UTILITY COMR1'ANI ES
<br />AT LEAST (3) WORKING DAYS IN ADVANCE OF CONSTRUCT ION TO F I EL D
<br />LOCATE UTILITIES. CALL UNDERGROUND SERVICE ALERT (U.S.A. ), AT
<br />800-642-2444 . IT SHALL BE THE RESPONS I B I L I TY OF THE CONTRACTOR TO
<br />DETERMINE THE EXISTENCE AND LOCATION OF THOSE UTILITIES SHOWN ON
<br />THESE PLANS OR INDICATED IN THE F 1 EL D BY L OCA T 1 NG SERVICES.
<br />ANY ADDITIONAL COSTS INCURRED AS A RESULT OF CONTRACTOR'S FA 1 LURE
<br />TO VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO BEGINNING OF
<br />CONSTRUCTION IN THEIR VICINITY SHALL BE BORNE BY THE CONTRACTOR
<br />AND ASSLAMED I NCL UDED AND MERGED IN THE CONTRACT UN 1 T PRICE.
<br />14. ALL EXISTING UTILITIES AND IMPROVEMENTS THAT BECAME DAMAGED
<br />DURING CONSTRUCTION SHALL BE COWL ETEL Y RESTORED TO THE
<br />SATISFACTION OF THE LOCAL AGENCY ENGINEER, AT THE CONTRACTOR'S
<br />SOLE EXPENSE.
<br />15. ANY RELOCATION OF PUBLIC UTILITIES SHALL BE CONDUCTED IN
<br />ACCORDANCE WITH ANY AND ALL REQUIREMENTS OF THE UTIL I TY COMPANY
<br />I NCL UO I NG FEES, BONDS, PERMITS AND AORK1 NG COND I T I DNS, ETC. THIS
<br />WORK SHALL BE DONE AT NO EXPENSE TO THE UTIL I TY COWANY. THE
<br />OWNER SHAL L PAY THE COST OF AL L SUCH RELOCA T IONS WORK 1 NCL UO I NG
<br />FEES, BONDS, PERM/ TS, ETC.
<br />16. IF ARCHAEOL OG I CAL MA TER I AL ARE UNCOVERED DURING GRADING,
<br />TRENCHING OR OTHER EXCAVATION, EARTHWORK WITHIN 100 FEET OF THESE
<br />MW TER I AL S SHALL BE STOPPED UNTIL A PROFESSIONAL ARCHAEOLOGIST WHO
<br />IS CERTIFIED BY THE SOCIETY OF CALIFORNIA ARCHAEOLOGY (SCA)
<br />AND/DR THE SOCIETY OF PROFESSIONAL ARCHAEOLOGY (SOPA) HAS HAD
<br />AN OPPORTUNITY TO EVALUATE THE SIGNIFICANCE OF THE FIND AND
<br />SUGGEST APPROPR 1 A TE MITIGATION MEASURES IF THEY ARE DEEMED
<br />NECESSARY.
<br />17. RUGGER I - JENSEN - AZAR AND ASSOC I A TES (RJA) DOES NOT SPECIFY NOR
<br />RECDAWEND THE USE OR INSTALLATION OF ANY MATERIAL OR EQUIPMENT
<br />WHICH IS MADE FROM, OR WHICH CONTAINS ASBESTOS FOR USE IN THE
<br />CONSTRUCTION OF THESE IMPROVEMENT. ANY PARTY INSTALL I NG OR USING
<br />SUCH AW TER I AL S OR EQUIPMENT SHALL BE SOLELY RESPONS 1 BL E FOR ALL
<br />INJURIES, DAMAGES, OR L 1 AB I L I TIES, OF ANY KIND, CAUSED BY THE USE
<br />OF SUCH MA TER 1 AL S OR EQUIPMENT. THE PROVISIONS OF THIS NOTE SHALL
<br />APPL Y UNLESS THEY ARE EXPRESSL Y WA I VED IN WRITING BY
<br />RUGGER I - JENSEN - AZAR AND ASSOC 1 A TES.
<br />18, THE CONTRACTOR SHALL MEET AND FOLLOW ALL NPOES REQUIREMENTS IN
<br />EFFECT AT THE TIME OF CONSTRUCTION.
<br />19. SHOULD 1 T APPEAR THAT THE WORK TO BE DONE OR ANY MA T TER REL A T 1 VE
<br />THERETO IS NOT SUFFICIENTLY DETA 1 LED OR EXPLAINED ON THESE
<br />PLANS, THE CONTRACTOR SHALL CONTACT RJA AT (510) 227--9100 FOR
<br />SUCH FURTHER EXPLANATIONS AS MAY BE NECESSARY.
<br />PROJECT GENERAL NOTES
<br />1. ALL M9RK, EXCEPT SANITARY SEWER AND WATER, SHALL CONFORM TO SAN
<br />JOAQUIN COUNTY, DEPARTMENT OF PURL IC kORKS STANDARD
<br />SPEC I F I CA T / ONS AND DE TA I L S PER CURRENT ED 1 T / ON. THE I AMPROVEMENTS
<br />ARE SUBJECT TO THE INSPECTION AND APPROVAL OF THE COUNTY PUBLIC
<br />WORKS D I RECTOR. CONTACT COUNTY PUBLIC NORKS DEPARTMENT TWO
<br />WORKING DAYS (48 HOURS) PRIOR TO THE START OF ANY WORK TO ARRANGE
<br />FOR INSPECTION.
<br />2. ALL SANITARY SEWER AND WATER I ARK SHALL BE DONE IN ACCORDANCE
<br />WITH CITY OF TRACY, DEPARTMENT OF PUBL I C WORKS STANDARDS &
<br />SPEC I F 1 CA T I ONS, CURRENT EDITION. THE IMPROVEMENTS ARE SUBJECT TO
<br />THE INSPECTION AND APPROVAL OF THE CITY PUBLIC WORKS D I RECTOR.
<br />CONTACT CITY PUBL IC *VRKS DEPARTMENT TWO WINKING DAYS (48 HOURS)
<br />PRIOR TO THE START OF ANY SAN 1 TARY SEWER AND WATER WORK TO
<br />ARRANGE FOR INSPECTION.
<br />J. THE CONTRACTOR SHALL OBTAIN PERM TS FROM THE CI TY OF TRACY AND
<br />SAN J04QUIN COUNTY PUBL IC DIRKS DEPARTMENT PRIOR TO BEGINNING
<br />WORK.
<br />4. 1 T SHALL BE THE CONTRACTOR'S RESPONS I B / L I TY TO I MMED I A TEL Y NOTIFY
<br />THE COUNTY OR THE Cl TY, AND RUGGERI-JENSEN AZAR AND ASSOCIATES,
<br />UPON D / SCOVERY OF ANY CONFL 1 C TS WITH THE PLANS, SPECIFICATIONS OR
<br />FIELD COND I T IONS. ANY DEV I A T IONS OR CHANGES IN THESE PLANS
<br />WITHOUT OFFICIAL APPROVAL OF THE DESIGN ENGINEER SHALL ABSOLVE
<br />THE DESIGN ENGINEER OF ANY AND ALL RESPONSIBILITY OF SAID
<br />DEVIATION OR CHANGE.
<br />5. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS
<br />WITHOUT THE CONSENT OF THE COUNTY SURVEYOR. ANY PERMANENT
<br />MONUMENTS OR POINTS DESTROYED SHALL BE REPLACE BY A L 1 CENSED
<br />CIVIL ENG / NEER AUTHORIZED TO DO SURVEYING ,
<br />URVEY1NG, OR A L I CENSED LAND
<br />SURVEYOR AT THE CONTRACTOR'S EXPENSE, BEFORE ACCEPTANCE OF
<br />IMPROVEMENTS BY SAN JOAQUIN COUNTY.
<br />6. ALL CONSTRUCTION STAKING SHALL BE DONE BY A REGISTERED CIVIL
<br />ENGINEER, AUTHORIZED TO DO SURVEYING OR A LICENSED LAND SURVEYOR.
<br />7. EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS. THE
<br />CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE
<br />UTIL I TIES. THE CONTRACTOR SHALL NOT DO ANY EXCAVATIONS UNTIL ALL
<br />UTIL 1 TY AGENCIES OF SAN JOAQUIN COUNTY AND THE CITY OF TRACY HAVE
<br />BEEN NOTIFIED AND HAVE BEEN G 1 VEN THE OPPORTUN I TY TO MARK THE 1 R
<br />FACILITIES IN THE FIELD.
<br />8. CONTRACTOR SHALL CONTROL DUST AT ALL TIMES DURING CONSTRUCTION AS
<br />REQUIRED BY THE COUNTY OF SAN JOAQUIN.
<br />9. PRIOR TO TRENCHING FOR ALL UTILITY PIPE, THE CONTRACTOR SHALL
<br />VERIFY, IN THE FIELD, THE SIZE AND LOCATION OF THE EXISTING PIPE
<br />AT THE POINT OF CONNECTION. ANY DEVIATION FROM THE PLANS SHALL
<br />BE RESOLVED BY THE DESIGN ENGINEER PRIOR TO TRENCHING. CONTRACTOR
<br />SHALL BE RESPONS 1 BL E FOR COORD 1 NA T ION OF FIELD VER I F I CA T /ON.
<br />DES 1 GN ENGINEER SHALL BE ALLOWED REASONABLE TIME FOR CONFLICT
<br />RESOL UT ION.
<br />10. MANHOLES, VALVES, CLEANOUTS, ETC. SHALL BE BROUGHT TO FINISH GRADE
<br />BY THE CONTRACTOR AFTER THE FINAL PAVING COURSE IS PLACED. WATER
<br />VAL VES MUST REMW IN ACCESS 1 BL E A T AL L TIMES DURING CONSTRUCT I ON.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE NECESSARY
<br />PUBLIC AND PRIVATE ENTITIES, WHO HAVE AN INTEREST IN THE
<br />CONSTRUCTION OF THESE 1 WROVEMENTS AS I T IAFACTS THEY, IN A T I MEL Y
<br />MANNER TO ALLOW THEM TO SEND THE NECESSARY REPRESENTA T I VES TO THE
<br />JOB S 1 TE FOR 1 NSPECT I ON AND OBSERVA T ION PURPOSES.
<br />12. THE NUA9ER AND LOCATIONS OF CONSTRUCT I AN STAKES SHALL BE
<br />DETERMINED BEFORE THE CONSTRUCTION BEGINS. ALL STAKING REQUESTS
<br />SHOULD BE DIRECTED TO THE DES 1 GN ENG 1 NEER A MINI MUM OF TW
<br />WORKING DAYS PRIOR TO ACTUAL NEED. ANY ADDI TIONAL STAKING OR
<br />RESTAKI NG WILL ONLY BE DONE AS D 1 RECTED AND AUTHORIZED BY THE
<br />OWNER OR HIS AUTHORIZED AGENT. RESTAKING WILL BE BILLED TO THE
<br />CONTRACTOR.
<br />13. THE EXISTING TOPOGRAPHY AND IMPROVEMENTS SHOWN ON THESE PLANS ARE
<br />BASED ON A FIELD SURVEY DATED MARCH 1993.
<br />CONSTRUCTION NOTES
<br />1. ALL CONSTRUCTION MA TER I AL S AND METHGOS SHALL COMPLY WITH THE
<br />ORD 1 NANCES, SPEC I F I CA T IONS, AND STANDARDS OF SAN JOAQUIN COUNTY
<br />AND THE CITY OF TRACY (WATER AND SEWER ONLY), EXCEPT AS NOTED
<br />BELOW FOR SPECIFIC UTIL 1 T I ES.
<br />2. TRAFFIC CONTROL, MA 1 NTENANCE AND OPERATION SHALL COMPLY WITH THE
<br />FOLLOWING STATE STANDARD SPEC 1 F I CA T ION: SECTION 7-1.09 "PUBL I C
<br />SAFETY", SECTION 7-108 "PUBLIC CONVENIENCE", AND SECTION 12
<br />"CONSTRUCTION AREA TRAFFIC CONTROL DEVICES". CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR PROVIDING AND MA I NTA 1 NI NG ALL NECESSARY TRAFF I C
<br />CONTROL, I NCL UD I NG TEMPORARY STRIPING, INSTALLATION OF SEMI
<br />PERMANENT TRAFFIC CONTROL DEVICES, AT ALL TIMES.
<br />J. ALL TRENCH EXCAVATION OVER FIVE FEET IN DEPTH SHALL BE SHORED IN
<br />ACCORDANCE WITH CAL -OSHA "CONSTRUCTION SAFETY ORDERS" CURRENT
<br />EDITION. CONTRACTOR MUST HAVE VALID TRENCH SHORING PERMIT ISSUED
<br />BY CAL -OSHA .
<br />4. CONTRACTOR SHALL PROVIDE A MINI" OF 2 LANES, ONE IN EACH
<br />D I RECT I ON, AT ALL TIMES ON PA T TERSON PASS ROAD.
<br />SANITARY SEWER
<br />1. GRAVITY SANITARY SEWER PIPE AND LATERAL SHALL BE V I TR 1 F I ED CLAY
<br />PIPE (VCP) PER CITY STANDARD SPECS. 207.01.
<br />2. SANITARY SEWER MANHOLE SHALL CONFORM TO THE CITY OF TRACY
<br />STANDARD DRAWING NO. 301.
<br />J. ALL SAN 1 TARY SEWER MA 1 NS SHALL BE TEL EV I S I ON / NSPEC TED, AND PASS
<br />A LEAKAGE TEST PRIOR TO ACCEPTANCE BY THE CITY F TRACY. (SEE
<br />NOTE NO. 10, APPENDIX "B", CITY OF TRACY DESIGN STANDARDS.)
<br />4. ALL SANI TARY SEWER LATERALS SHALL HAVE A CLEANOUT ONE FOOT
<br />INSIDE THE RIGHT OF WAY. SANITARY SEWER CL EANOUT SHALL CONFORM
<br />TO THE CITY OF TRACY STANDARD DRAWING NO. 203.
<br />5. THE SAN 1 TARY SEWER FORCE MAIN (SSFM) SHALL BE CLASS 50 DUCT I L E
<br />IRON PIPE (DIP) , AND SHALL HAVE A MINI" COVER OF 42 " OVER THE
<br />PIPE.
<br />6. SSFM FITTINGS SHALL BE MECHANICAL JOINT AND DUCTILE IRON.
<br />7. TRENCH BEDD / NG AND BACKF I L L SHALL CONFORM TO THE DETAIL ON SHEET
<br />14.
<br />STORM DRAIN
<br />1. ALL STORM DRA 1 N SHALL BE RE 1 NFORCED CONCRETE PIPE (RCP) CLASS
<br />/ / I , UNLESS OTHERWISE NOTED ON THE PLANS. AT THE CONTRACTOR'S
<br />OPTION, AN EQUIVALENT STRENGTH CAST -IN -PLACE CONCRETE PIPE MAY BE
<br />USED.
<br />2. CATCH BASIN SHALL BE TYPE 2 PER SAN JOAQUIN COUNTY STANDARD
<br />DRAWING NO. D-14.
<br />J. STORM DRA 1 N MAI101OL ES SHALL BE SADDLE TYPE MANHOLE CONFORMING TO
<br />SAN JOAQUIN COUNTY STANDARD DRAWING NO. D-18, STORM DRAIN MH /22,
<br />/29 TO ;f33 SHALL BE PER STORM DRA I MANHOLE DE TA I L ON SHEET 4.
<br />1. WATER U41 N SHALL BE DUCTILE IRON PIPE (DIP) PER CITY STANDARD
<br />SPECS. 207.04 CLASS 50 AND SHALL HAVE A M/ N 1 Mil COVER OF 42 " OVER
<br />THE PIPE.
<br />2. ALL FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON. FITTING
<br />WITH VALVE SHALL BE MECHANICAL JOINT BY FLANGE.
<br />J. VALVES 10" AND SMALLER SHALL BE RES I L I ENT SEATED GATE VALVE
<br />CONFORMING TO THE REQUIREMENTS OF THE CITY OF TRACY STANDARD
<br />SPEC 1 F 1 CA T IONS. NO VALVE SHALL BE / NSTAL L ED UNTIL APPROVAL FOR
<br />THE PARTICULAR BRAND NAME AND MANUFACTURER 'S MODEL NUA6ER HAS
<br />BEEN GRANTED BY THE CI TY PUBL /C WORKS D I RECTOR. VA VES 12" AND
<br />L ARGER SHAL L BE BUT TERFL Y VA VES, EPDX Y L I NED, CONFORMING TO
<br />THE REQUIREMENTS OF THE CITY OF TRACY STANDARD SPEC I FI CA T IONS.
<br />4. TESTING OF THE PIPE SHALL BE MADE IN ACCORDANCE W I TH THE
<br />REQUIREMENTS OF SECTION 306. 15 OF THE CITY OF TRACY STANDARD
<br />SPEC I F I CA T IONS. ALL P 1 PES SHALL BE TESTED AT THE PRESENCE OF THE
<br />C I TY PUBL I C AMKS D I RECTOR OR H1 S REPRESENTAT 1 VE. TEST I NG OF
<br />THE PIPE SHALL BE DONE BEFORE CONNECTION TO THE EXISTING WATER
<br />MAIN AND AFTER COMPACTION OF THE BASIC MATERIAL. CONTRACTOR SHALL
<br />BE RESPONSIBLE FOR THE TESTING, RETESTING AND RECOWPACT I ON OF THE
<br />PIPE AS REQUIRED AT HIS OWN EXPENSE TO THE SATISFACTION OF THE
<br />CITY ENG / NEER.
<br />5. PRIOR TO DEL I VERY TD THE JOB SI TE, THE CONTRACTOR SHALL FURNI SH
<br />A COMPLETE LIST OF MATERIALS BY MANUFACTURER AND MODEL NUMBER FOR
<br />APPROVAL BY THE Cl TY PUBL 1 C WORKS D 1 RECTOR, AND A CERT I FI CATE OF
<br />CALL 1 ANCE SHALL BE FURNISHED BY THE MANUFACTURER FOR ALL PIPE
<br />FURNISHED.
<br />6. ALL WATER SERV I CES (DOMESTIC, FIRE, HYDRANTS, ETC.) MUST MA I NTA 1 N
<br />12 " CLEARANCE FROM OTHER UTIL 1 T / ES.
<br />7. WATER METER BOXES SHALL BE INSTALLED FOR ALL SERV 1 CES PER CITY OF
<br />TRACY STANDARD DRAWINGS 403, 405, OR 406. NO WATER METERS WILL BE
<br />INSTALLED AT THIS TIME.
<br />8. THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS AND FI TTING PER
<br />CITY OF TRACY DETAIL A#423.
<br />9. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF TRACY DETAIL 1401.
<br />10. TRENCH BEDDING AND BACKF I L L SHALL CONFORM TO THE REQUIREMENTS OF
<br />THE PROJECT SUBD I V I S ION SPEC I F I CA T ION.
<br />CONCRETE
<br />1. VERT I CAL CURB, GUTTER AND SIDEWALK SHALL CONFORM TO SAN JOAQUIN
<br />COUNTY STANDARD DRAWING NO. R-6.
<br />2. WHEEL CHA /R RAMPS SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE
<br />PLANS AND SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARD DRAWING NO.
<br />R-10A & B.
<br />3, EXISTING CURB, GUTTER AND SIDEWALK OUTSIDE THE WORK LIMITS THAT
<br />ARE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE
<br />CONTRACTOR AT THE CONTRACTOR'S SOLE EXPENSE AND TO THE
<br />SATISFACTION OF THE COUNTY.
<br />4. ALL CEMENT TO BE USED SHALL BE TYPE 11 PORTLAND CEMENT CONFORMING
<br />TO ASTW C150. PORTLAND CEMENT CONCRETE SHALL BE GRADE B AND HAVE
<br />A 28-DAY MI N I MJM COMPRESS 1 VE STRENGTH OF 2500 PSI. A COPY OF THE
<br />CONCRETE TAGS SHALL BE PROVIDED TO THE CITY ENG 1 NEER FOR EACH
<br />LOAD OF CONCRETE DEL 1 VERED TO THE PROJECT.
<br />5. NEW CONCRETE CURB AND GUTTER SHALL BE TIED TO THE EXISTING
<br />CONCRETE CURB AND GUTTER W i TH DOWELS. THE DOWELS SHALL BE NO. 4
<br />REBARS WITH A MINI MUM LENGTH OF 12 INCHES. THE DOWELS ARE TO BE
<br />INSERTED TO A MINIMUM OF 6 INCHES INTO THE EXISTING CONCRETE CURB.
<br />6. THE EXPOSED SURFACES OF THE CURB AND GUTTER SHALL BE BROOM FINISH.
<br />I AMED / A TEL Y UPON STRIPPING CURB FORMS AND PRIOR TO BACKF I L L I NG,
<br />ALL ROCK POCKETS OR HONEYCOMBS SHALL BE REPA I RED TO THE
<br />SATISFACTION OF THE ENGINEER.
<br />7. DR 1 VEWAY SHALL BE CONSTRUCTED AT LOCATIONS SHOWN ON THE PLANS
<br />AND SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARD DRAWING NO. R-14 .
<br />ASPHALT CONCRETE
<br />1. AGGREGATE SUBBASE SHALL BE CLASS 2 AND SHALL CONFORM TO SECTION
<br />25 OF THE "STATE OF CAL I FORN 1 A DEPARTMENT OF TRANSPORTATION
<br />STANDARD SPEC I F I CA T / ONS, JUL Y 1992. " AGGREGATE BASE SHALL BE
<br />CLASS 2 AND SHALL CONFORM TO SECTION 26 OF THE "STATE OF
<br />CAL I FORN I A DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS,
<br />JUL Y 1992. "ASPHAL T CONCRETE SHAL L BE TYPE "A " 3/4 " MAX I MGM,
<br />MED 1 LAW GRADATION AND SHALL CONFORM TO SECTION 39 OF THE STATE OF
<br />CALIFORNIA, DEPARTMENT OF TRANSPORTA T ION STANDARD SPEC I F 1 CATIONS,
<br />JUL Y 1992. "
<br />2. ASPHALT BINDER TO BE MIXED WITH AGGREGATES SHALL BE PAVING
<br />ASPHAL T AR-8000 AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION
<br />92, "ASPHALTS" OF THE STATE STANDARD SPECIFICATIONS. AGGREGATE
<br />SHALL BE CLEAN AND FREE FROM DECOMPOSED MA TER I AL S, ORGANIC
<br />MATERIAL AND OTHER DELETERIOUS SUBSTANCES, AND CONFORMING TO THE
<br />REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE" OF THE STATE
<br />STANDARD SPECI F I CA T IONS.
<br />J. CONTRACTOR SHALL PROVIDE CONCRETE MIX DESIGN.
<br />4. PRIOR TO PLACING THE NEW ASPHAL T CONCRETE, A TACK COAT SHALL BE
<br />APPL 1 ED TO AL L VERT I CAL SURFACES OF EX I ST I NG PAVEMENT, CURBS,
<br />GUTTERS AND CONSTRUCTION JOINTS AGAINST WHICH ADDITIONAL ASPHALT
<br />CONCRETE IS TO BE PLACED. THE RATE OF APPL I CA T I ON SHALL BE
<br />APPROXI MA TEL Y 0. 10 GALLON PER SQUARE YARD OF SURFACE COVERED.
<br />5. ASPHALT CONCRETE SHALL BE SPREAD AND COMPACTED IN ACCORDANCE WITH
<br />THE REQUIREMENTS OF SECT 1 ON 39-5, "SPREADING AND COAFACT I NG
<br />EQUIPMENT, " AND SECTION 39-6, "SPREADING AND COMPACTING" OF THE
<br />STATE STANDARD SPECIFICATIONS.
<br />6. PRIOR TO INSTALLATION OF NEW ASPHALT CONCRETE, CONTRACTOR SHALL
<br />COMPACT THE BASE ROCK MATERIALS WITH A V I BRA T I NG ROLLER OR WITH A
<br />MECHANICAL TAMPER TO OBTAIN A MINIA" OF 95% COAFACT ION. THE
<br />SURFACE OF THE FINISHED AGGREGATE BASE AT ANY POINT SHALL NOT
<br />VARY MORE THAN 0.05 FOOT ABOVE OR BELOW THE GRADE ESTABL /SHED ON
<br />THE PLANS, THE SPREADING AND COWACT I NG OF AGGREGATE BASE SHALL
<br />CONFORM TO THE REQUIREMENTS OF SECTION 26-1.035, 26-1.04 AND
<br />26-1.05 OF THE STATE STANDARD SPECIFICATIONS.
<br />7. EXISTING PAVEMENT OUTSIDE THE WORK L IMI TS DAMAGED DURING
<br />CONSTRUCTION SHALL BE REPLACED BY AN EQUAL SECTION TO THE
<br />SATISFACTION OF THE COUNTY.
<br />8. EXISTING AC PAVEMENT SHALL BE SAWCUT ALONG THE PROPOSED EDGE OF
<br />REMOVAL TO PROVIDE A NEAT CONFORM TO THE EXISTING AC PAVEMENT.
<br />9. AT THE TIME OF DEL I VERY OF EACH SHIPMENT OF ASPHAL T, THE VENDOR
<br />SUPPLYING THE MA TER I AL WILL PROVIDE CERTIFIED COPIES OF TEST
<br />REPORT. THE TEST REPORT SHALL CONFORM TO THE REQUIREMENTS OF
<br />SECTION 92-1.03, "TEST REPORT "OF THE STATE STANDARD SPEC I F I CA T IONS.
<br />STREET LIGHTS
<br />1. ALL STREET LIGHTS SHALL BE CONSTRUCTED TO SAN JOAQUIN COUNTY
<br />STANDARD R-32, R-33 AND R-34.
<br />2. L UMI NA I RES SHALL BE 150 WATT, HIGH PRESSURE SOD 1 UM FOR STREET
<br />L 1 GHTS ON SCHUL TE ROAD, STANFORD ROAD & BERKELEY ROAD AND 250
<br />WATT FOR THE L IGHTS ON PATTERSON PASS ROAD.
<br />SIGNING AND STRIPING
<br />1. TRAFFIC SIGNS SHALL BE INSTALLED AT L OCA T IONS SPECIFIED ON THE
<br />PLANS, IN ACCORDANCE WITH THE REQUIREMENTS OF CAL TRANS TRAFF I C
<br />MANUAL, LATEST EDITION.
<br />2. PA VEMENT STR 1 P 1 NG SHALL I NCL LADE STOP BARS, CENTERL I NE STRIPING
<br />OR MARKERS, CROSSWALKS AND ALL OTHER MARKINGS REQUIRED BY THE
<br />COUNTY AND AS SHOWN ON THESE PLANS. STRIPING SHALL BE DONE WITH
<br />HOT APPLIED THERMOPL AST I C AND REFLECT 1 VE MARKERS CONFORMING TO
<br />THE REQUI REAENTS OF SECTION 84 & 85 OF CAL TRANS SPEC I FI CA T I DNS.
<br />J. EXISTING STRIPING PROPOSED TO BE REMOVED SHALL BE DONE BY
<br />SANDBLASTING.
<br />4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING EXISTING STRIPING,
<br />MARKING OR LEGENDS AS NECESSARY PRIOR TO PLACING THE NEW STRIPING,
<br />MARK 1 NG AND LEGENDS AS SHOWN ON THE SIGNING AND STRIPING PLAN TO
<br />AV01 D CONFL 1 CTS.
<br />EROSION CONTROL NOTES
<br />1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECTIVE FOR
<br />CONSTRUCTION DURING THE RAINY SEASON (OCTOBER 1 TO APR 1 L 1) .
<br />2. NO STORM RUNOFF WATER SHALL BE ALLOWED TO DRAIN DIRECTLY INTO THE
<br />EXISTING UNDERGROUND STORM SYSTEM, THE CAL I FORNI A AQUEDUCT OR THE
<br />DEL TA MENDOTA CANAL BEFORE THE ONSI TE STORM DRA 1 N SYSTEM 1 S
<br />INSTALLED.
<br />3, AS SOON AS IS PRACTICAL AFTER THE NEW STORM SYSTEM IS INSTALLED,
<br />THE CATCH BASINS SHALL BE 1 NSTAL L ED AND STRAW BALES SHALL BE
<br />PLACED AROUND THE CATCH BASINS.
<br />4. SHOULD THE PROPOSED ONS I TE STORM SYSTEM NOT BE I NSTAL L ED BY
<br />OCTOBER 1, TEMPORARY SEDIMENT BASINS SHALL BE CONSTRUCTED AROUND
<br />THE OPENINGS OF ANY EXISTING STORM P I PES WHICH DRA 1 N THE SITE.
<br />5. THE NAME, ADDRESS AND 24 HOUR TELEPHONE NUA CER OF THE PERSON
<br />RESPONS 1 BL E FOR I APL EMENTA T ION OF THE EROSION AND SEDIMENTATION
<br />CONTROL PLAN SHALL BE PROVIDED TO THE COUNTY.
<br />6. ALL EROSION AND SED I MENTA T ION CONTROL MEASURES SHALL BE
<br />MA I NTA I NED UNTIL DISTURBED AREAS ARE STABILIZED. CHANGES TO THE
<br />EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE MADE TO MEET
<br />FIELD CONDITIONS, BUT ONLY W 1 TH THE APPROVAL OF OR AT THE
<br />DIRECTION OF THE COUNTY PUBLIC WORKS DIRECTOR.
<br />7. DUR 1 NG THE RAINY SEASON SPECIFIED IN NOTE 1 ALL PAVED AREAS SHALL
<br />BE KEPT CLEAR OF EARTH MA TER I AL S AND DEBR 1 S . THE SITE SHALL BE
<br />MAINTAINED SO AS TO MINIMIZE SEDIMENT LADEN RUNOFF FROM ENTERING
<br />ANY STORM DRAINAGE SYSTEM.
<br />8. 1 T IS THE RESPONS/ BI L I TY OF THE CONTRACTOR TO INSPECT AND REPA 1 R
<br />ALL EROSION CONTROL FACIL I TIES A T THE END OF EACH WORK DAY DURING
<br />THE RAINY SEASON.
<br />9. 1 T IS THE RESPONSIBIL I TY OF THE CONTRACTOR TO PROTECT TEMPORARY
<br />BORROW AREAS AND/OR STOCKPILES WITH APPROPRIATE EROSION CONTROL
<br />MEASURES SATISFACTORY TO THE COUNTY PUBLIC WORKS DIRECTOR.
<br />10. ALL EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF BY
<br />THE CONTRACTOR UPON COMPL ET 1 ON OF THE PROJECT.
<br />11. CONTRACTOR SHALL TAKE MEASURES NECESSARY TO PROHIBIT NON -STORM
<br />WATER DISCHARGES FROM ENTERING THE STORM SYSTEM OR ADJACENT
<br />WATERWAY (I.E. CLEANING OF EQUIPMENT, WASHING OF STREETS AND
<br />STORAGE OF EXCESS MATERIALS) .
<br />LIST OF CONTACTS
<br />11111►'L
<br />DESIGN ENGINEER
<br />TRAFFIC ENGINEER
<br />TELEPHONE
<br />STREETS -STORM DRAIN
<br />TRAFFIC SIGNALS
<br />GAS - ELECTRICITY
<br />SANITARY SEWER
<br />WA TER
<br />K 1 NG & L YONS
<br />47775 FREMIONT BLVD.
<br />FREMONT, CA 94538
<br />(510) 656-1900
<br />RUGGERI-JENSEN AZAR & ASSOCS.
<br />6601 OWENS DR., /155
<br />PLEASANTON, CA 94588
<br />(510) 227-9100
<br />CCS
<br />42080 OSGOOD ROAD, SUITE 1
<br />FREWNT, CA 94539
<br />(510) 656-7091
<br />PACIFIC BELL
<br />44 W. YOKUTS AVE.
<br />STOCKTON, CA 95207
<br />(209) 474-4742
<br />SAN JOAQUIN COUNTY
<br />1810 HAZEL TON AVE.
<br />STOCKTON, CA. 95207
<br />(209) 468-3120
<br />PG&E
<br />55 E. TENTH ST
<br />TRACY, CA. 95376
<br />(209) 836-0440
<br />Cl TY OF TRACY
<br />520 TRACY BLVD.
<br />TRACY, CA. 95376
<br />(209) 831-4420
<br />Cl TY OF TRACY
<br />520 TRACY BL VD.
<br />TRACY, CA. 95376
<br />(209) 831--4420
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<br />SHEET NO.
<br />2
<br />OF 39 SHEETS
<br />JOB NO.
<br />951064
<br />a
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