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P LIC IMPROVEMEN PLAN
<br /> or
<br /> TH MAIN TREET AN Q INTAL ROA
<br /> GENERAL NOTES CITY OF MANTECA CALIFO NIA
<br /> STRIPING NOTES:
<br /> 3, THE GRADING PERMIT HOLDER AND THE OWNER SHALL COMPLY WITH DUST CONTROL 15- REMOVAL OF EXISTING PAVEMENT STRIPING MAY BE BY VICINITY MAP
<br /> 1. ALL PAVEMENT DELINEATION SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE MEASURES REQUIRED BY THE CITY OF MANTECA THE STANDARD DUST CONTROL MEASURES SANDBLASTINC, HYDROBLASTING, OR GRINDING WHEN THE NEW STRIPING
<br /> CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS,LATESTEDITION. WHERE METRIC UNITS INCLUDE BUT MAY NOT BE LIMITED TO: LOCATIONS WILL BE WITHIN TWO FEET OF THE FINAL STRIPE LOCATIONS,
<br /> E USED IN THE STANDARD SPECIFICATIONS AND PLANS THE EQUIVALENT ENGLISH UNITS MAY BE WHEN THE CHANGE OF POSITION WILL 8E GREATER THAN TWO FEET,THE
<br /> SUBSTITUTED. A. DUST CONTROL MEASURES CAPABLE OF PREVENTING THE MIGRATION OF DIRT AND DUST OFF-SITE,INA EXISTING STRIPING SHALL BE COMPLETELY OBSCURED BY USE OFATYPE
<br /> MANNER ACCEPTABLE TO THE CITY OF MANTECA SHALL BE IMPLEMENTED AND MAINTAINED DURING ALL fl SLURRY SEAL OR CHIP SEAL OVER THE FULL WIDTH OF THE ROADWAY. , .
<br /> (.
<br /> 2_ ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGN AND PAVEMENT DELINEATION WORK SHALL 8E CONSTRUCTION,EARTH MOVING,AND GRADING PHASES OF THE PROJECT_ FAILURE TO p0 SO WILL IF DESIGN SH=ED OF ROAD i5 LESS THAN 45 MPH,A TYPE II SLURRY SEAL
<br /> FURNISHED AND INSTALLED BYTHE CONTRACTOR. RESULT IN THE ISSUANCE OFA"STOP WORK"ORDER WHICH WILL NOT BE RELEASED UNTIL SUCH TIME AS PER CALTRANS STANDARDS IS REQUIRED_ IF DESIGN SPEED OF ROAD]IS
<br /> AN ADEQUATE PROGRAM IS IMPLEMENTED. p
<br /> GREATER THAN 45 MPH,A CHIP SEAL IS REQUIRED- IF DETERMINED BY
<br /> 3. THE EXACT LOCATIONS OF ALL NEW AND RELOCATED ROADSIDE SIGNS,AND NEW PAVEMENT THE COUNTY DEPT. OF PUBLIC WORKS THAT THE STRIPE REMOVAL
<br /> DELINEATION SHALL BE MARKED IN THE FIELD BY THE CONTRACTOR AND SHALLBEAPPROVEDBY7HE B. DURING THE CLEARING, EARTH MOVING, AND GRADING PHASESbFTHE PROJECT WATER TRUCKS OR EXCESSIVELY DAMAGES THE PAVEMENT, HE DEVELOPER MAY BE
<br /> COUNTY AND/OR ENGINEER PRIOR TO CONSTRUCTION. SPRINKLER SYSTEMS SHALL BE USED 1N SUFFICIENT QUgNTITfESTO PREVENT DUST FROM LEAVING THE REQUIRE/)TO USE ONE OF THE ABOVE METHODS TO OBSCURE THE
<br /> SITE. IN ADDITION,THE ENTIRE AREA OF DISTURBED SOILS SHALL BE WET DOWN DURING THE EARLY EXISTING STRIPING ON THE FULL WIDTH OF THE ROADWAY.
<br /> 4. ALL PAVEMENT MARKINGS AND PAVEMENT DELINEATION OTHER THAN RAISED PAVEMENTMARIgNGS MORNING HOURS AND AT THE END OF EACH DAY IN SUCH AMANNER AS TO CREATEA CRUST_
<br /> SHALL BE THERMOPLASTIC. CITY O�
<br /> G- AFTER5. THE COMPLETION OF THE CLEARING, GRADING,OR EXCAVATION PHASE,THE ENTIRE AREA OF MANTECA
<br /> ALL NEW SIGNS,AND ALL RELOCATED OR RESET SIGNS SHALL BE MOUNTED ON 2-INCH INSIDE DIAMETER DISTURBED SOILS SHALL BE TREATED IMMEDIATELY BY WATERING TO PREVENTtIN❑PICK UP OF THE SOIL.
<br /> GALVANIZED PIPE. EACH PIPE POST SHALL BE EQUIPPED WITH ARAIN-TIGHT CAP. THE BOTTOM OF EACH THIS MAY DE ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS'
<br /> PIPE POST SHALL BE FLATTENED AND SET IN N
<br /> A 1-FOOT DIAMETER BY DEEP PORTLAND CEMENT 1. THE SEEDING AND OR WATERING OF THE SITE UNTIL SUCH TIME AS THE GROUND COVER HAS TAGENERAL NOTES RE 1RED
<br /> CONCRETE FOUNDATION. THE BOTTOM OF SIGN SHALL NOT 8ELESS THAT 7 HEETABOVFKE
<br /> HINISHEDGRApE. ROOT.
<br /> REQUIREDWHERE SIGNS ARE SHOWN TO BE RELOCATED, IF THE SIGN PANELS ARE bAMAGEDAN EQUIVALENT NEW 2. THE SPREADING OF SOIL BINDERS.
<br /> SIGa:
<br /> 3. THE WETTING DOWN OF THEgREAIN SUCH AMANNERASTOCREATEACRUSTONTHESURFACEAND
<br /> N PANEL SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. ALL SIGN PANELS SHALL
<br /> CONFORM TO CALTRANS SIGN SPECIFICATION SHEETS FOR SIZE,MATERIALS,AND LEGEND. THE REPEATED SOAKING OF THE AREA, AS NECESSARY,TO MAINTAIN THE GRUSTANp PREVENT SOIL CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSl81LI7Y F
<br /> BLOWING. COMPLETEOR J08 SITE
<br /> ALL
<br /> INCLUDING SAFETY OF A
<br /> 6. ALL SALVAGED SIGNS AND ASSOCIATED HARDWARE SHALL BE RETURNED TO THE CITY OF MANTECA CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT
<br /> PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITEDITE.,
<br /> PUBLIC WORKS DEPARTMENT. D. DURING THE CONSTRUCTION PHASE OF THE PROJECT,WATER TRUCKS OR SPRINKLER SYSTEMS SHALL
<br /> BE USED TO KEEP ALL AREAS OF VEHICULAR MOVEMENTDAMP ENOUGH TO PREVENT DUST RAISED FROM TO NORMAL WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFYAND HOLDTHEOWNER,ENGINEER AND THE CITY HARMLESS FROM ANY AND ALL LIABILITY,REAL OR ALLEGED,IN
<br /> LEAVING THE SITE- ASA MINIMUM,THIS WILL INCLUDE THE WETTING DOWN OF SUCH AREAS IN THE LATE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT ECCE
<br /> FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. PIING FOR LIABILITY ARISING
<br /> UTILITIES: MORNING HOURS AND AT THE LOSE 4F EACH DAY'S ACTIVITIES. INCREASED WATERING WILL 8E REQUIRED '
<br /> 1. ALL UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE WHENEVER THE WIND SPEED EXCEEDS 15 MILES PER HOUR.
<br /> 2 UNLESS OTHERWISE STATED,ALL STATIONS INDICATED ON THE EMPROVEMENTPLM�SARE
<br /> CONTRACTOR HAS THE TOTAL RESPONSIBILITY TO VERIFY THE LOCATION OF EXISTING UNDERGROUND E. THE CONTRACTOR OR BUILDER SHALL DESIGNATE APERSON OR PERSONS TO MONITOR THE DUST REFERENCED TO THE CENTER LINE OF THE ALL STATIONS ON THE NOTED. ARE PERPENDICULAR TO OR '
<br /> UTILITIES AND TO NOTIFY UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. PRIOR TO CONTROL PROGRAM AND TO ORDER INCREASED WATERING AS NECESSARY TO PREVENT THE TRANSPO T RADIALLY OPPOSITE CENTER LINE STATIONS,UNLESS OTHERWISE NOTED.
<br /> COMMENCING CONSTRUCTION,THE CONTRACTOR SHALL POTHOLE TO VERIFY ALLEJCISTING UTILITY POINTS OF DUST OFF-SITE. THIS PERSON'S DUTY SHALL INCLUDE HOLIDAYANDWEEKENDPERfODSWHENWORK
<br /> OF CONNECTION AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFYTHE ENGINEER OF RECORD IF 3- I7 IS THE CONTRACTOR'S RESPONSIBILITY TO VE
<br /> MAY NOT BE IN PROGRESS. THE NAME AND TELEPHONE NUMBER OF SUCH PERSON OR PERSONS SHALL BE
<br /> RfFYTHE LOCATION OF ALL EXISTING FACILITIES_
<br /> DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD CONDITIONS PERTAINING TO MATERIALS, PROVIDED TO THE CITY OF MANTECA DEPARTMENT OF PUBLIC WORKS-
<br /> ELEVATIONS,LOCATIONS,ETC.PRIOR TO CONTINUING WORK 4. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANYFIELD CHANGES MADE WITHOUTWRITTEN
<br /> c
<br /> AUTHORIZATION FROM THE CITY ENGINEER.
<br /> F_ ALL EARTH MOVING VEHICLES, HAULING TO AND FROM THE SITE,SHALL BE COVERED WITH ATARP.
<br /> LL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY"UNDERGROUNDSERVECEALERT'
<br /> (USA)AT 1-BOA-227-26 D0 FOR LOCATION OF POWER, GAS, OIL,AND TELECOMMUNICATION UNDERGROUND G. THE REQUIRED DUST CONTROL BONA WILL NOT BE RELEASED UNTIL THE SITE GRADING HAS BEEN 5- THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS,BARRICADES,FLAGMEN OR OTHER DEVICES VICINITY MAP
<br /> FACILITIES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CONTACTING THE RESPECTIVE UTILITY SEEDED OR A SOIL BINDER APPLIED TO THE SATISEACTION OF THE COUNTY NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE CURRENT ISSUE OF"MANUAL
<br /> AGENCIES FOR THE LOCATION OF ALL UNDERGROUND FACILITIES. OF TRAFFIC CONTROLS WARNING SIGNS, LIGHTS AND DEVICES FOR USE IN PERFORMANCE OF WORK
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
<br /> UPON HIGHWAYS"PUBLISHED BY THE STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION NO SCALE
<br /> 3. WIRE AND GAS UTILITY TRENCHING AND NOH. T EARTHNY TEMPORARY STOCKPILES OF ODEBRIS SHALL BE APPROVED OBSTRUCT DRAINAGE OR CREATE BLOWING DUST. BY THE COUNTY AND SHALL AGENCY.
<br /> CONDUIT PLACEMENT IN ACCORDANCE WITH HANDOUT PACKAGES PROVIDED BYTHE RESPECTIVE UTILITY
<br /> COMPANIES- LOCATION OF WIRE AND GAS UTILITIES SHOWN ON THESE PLANS ARE SHOWN FOR 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY MARKING THE INSTALLED LOCATION OF ALL
<br /> REFERENCE ONLY 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HYDROSEEDINGALLDl5TURBEDSURFACE50THER SANITARY AND WATER SERVICES (STAMPED WITH AN "S"AND K]NGTRESPECTIVELY)ATTHE TIME OF
<br /> THAN PAVED DR GRAVEL SURFACES,PRIOR TO FINAL INSPECTION. INSTALLATION_ CONTRACTOR SHALL REMOVE ALL EXISTING BERMS,STRUCTURES AND BARRICADES,
<br /> 4. THE WATER DISTRIBUTION SYSTEM AND SEWAGE COLLECTION SYSTEM SHALL BE CONSTRUCTED PER PAVING AND/OR OIL SCREENINGS WITHIN SPECIFIC AREAS INDICATED TO BE IMPROVED.
<br /> LATEST STANDARDS AND SPECIFICATIONS OF THE AVILA BEACH COMMUNITY SERVICE DISTRICT(ASCSD).
<br /> 7, THE OFFICE OF THE CITY ENGINEER SHALL BE NOTIFIED ATLEAST24 HOURS IN ADVANCE OF ANY
<br /> WORK
<br /> S- ALL MATERIALS,WORKMANSHIP,AND CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE
<br /> EARTHWORK'. SHEET 1 N d EX
<br /> TRAFFIC CONTROL REQUIREMENTS REQUIREMENTS OF THE CITY OF MANTECA, DEPARTMENTOF PUBLIC WORKS STANDARD PLANS AND
<br /> 1. 1. THE ENGINEER OF WORK SHALL BE RESPONSIBLE TO ASSURE THAT THE APPROPRIATE EXISTING SPECIFICATIONS;AND THE LATEST EDITION OF THE STATE OF CALIFORNIA,DEPARTMENTOF
<br /> EARTHWORK: CUT TRANSPORTATION, STANDARD SPECIFICATIONS- 1 TITLE SHEET 0 CY FILL'D CY TRAFFIC CONTROLS REMAIN IN PLACE AND FUNCTIONAL DURING ALL CONSTRUCTION PHASES_ 2 IMPROVEMENT PLAN;MAIN STREET
<br /> CUT AND FILL QUANTITIES ARE TO BE USED FOR DETERMINING PERMIT FEES ONLY. IT IS THE CONTRACTOR SHALL COVER ANY CONFLICTING SIGNS THAT EXISTALONG THE ROADWAY_
<br /> RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ACTUAL EARTHWORKQUANTITIES FOR BIDDING 9- P.G.&E-, TELEPHONE AND CABLE TV UNDERGROUND CONSTRUCTION OF THE CURB, GUTTER, WORK SHALL BE COMPLETED PRIOR TO LKAND PAVING. ',
<br /> PURPOSES. THE DESIGN ENGINEER DOES NOT, EXPRESSLY OR BY IMPLICATION EXTEND ANYWARRANTY 2. NO WORK SHALL COMMENCE WITHOUT THE CONSTRUCTION SIGNS INSTALLED AND OTHER 3 IMPROVEMENT PLANQUINTAL ROAD
<br /> FOR EARTHWORK QUANTITIES. NECESSARY, TRAFFIC CONTROL DEVICES ON SITE 10. IF REQUIRED, THE CONTRACTOR SHALL DETERMINE THE PROPER WELL"CEMENTSTOADEQUATELY 4 DETAIL SHEET
<br /> 2. 5 DETAIL SHEET
<br /> E CONTRACTOR SHALL BE RESPONSIBLE FOR CONPlRMINGTHEGROUND ELEVATIONSAND OVERALL 3.AT THE CONCLUSION OF EACH WORKDAY THERE SHALL NOT BEADROP-OFF ALONG THE EDGE OF DEWATER THE AREA FOR TREN CHI NC. 6 DETAIL SHEET
<br /> TOPOGRAPHY OF THE SITE PRIOR TO START OF CONSTRUCTION.THE CONTRACTOR SHALL NOTIFY THE DESIGN TRAVELED WAY GREATER THAN 0.15' "LOW SHOULDER"SIGNS SHALL BE PLACED ALONG THE 11. THE CITY OF MANTECA OR ASSOCIATED UTILITY COMPANY AND RESIDENCESTO BEAFFECTED SHALL 7 DETAIL SHEET
<br /> ENGINEER IMMEDIATELY,AND IN WRITING,OF ANY DIFFERENCES INTOPOGRAPHY FROM7HATSHOWNONTHIS PLAN, TRAVELED WAY,WHERE THERE IS A DROP-OFF. DROP-OFFS GREATER THAN 0.15'WILL REQUIRE BE NOTIFIED IMMEDIATELY UPON ANY UTILITY SERVICE DISRUPTION OTHER THAN SPECIFIED ON THESE
<br /> WHICH MAY REQUIRE CHANGES IN DESIGN ANDlORAFFECTTHE EARTKWORKgUANTITIES. EITHER: IMPROVEMENT PLANS AND A24 HOUR NOTICE SHALL BE GIVEN FOR ANY PLANNED DISRUPTION
<br /> 3. EARTHWORK QUANTITIES AS SHOWN HAVE SEFN CALCULATED FROM EXISTING GROUND,BASED ON THE A_BACKFILLING THE DROP-OFF TO A MINIMUM 4:1 SLOPE 12_ DUST SHALL BE CONTROLLED AS PER SECTION 10 OF THE STATE OF CALIFORNIA,DEPARTMENT OF
<br /> TOPOGRAPHY SHOWN,TO DESIGN FINISHED GRADE. THE ACTUAL AMOUNT OF EARTH MOVED WILL VARY DEPENDING 8_ PROVIDING APPROPRIATE STEEL PLATES OVER EXCAVATION. TRANSPORTATION, STANDARD SPECIFICATIONS AND THE CITY OF MANTECAIS SPECIFICATIONS.
<br /> ON COMPACTION,CONSOLIDATION,STRIPPING AND THE CONTRACTOR'S METHOD OF SITE PREPARATION. C_PROVIDING TEMPORARY CONCRETE RAILING ALONG THE WORKZONE IN CONFORMANCE WITH THE
<br /> STATE STANDARD PLANS AND SPECIFICATIONSLOTS SHALL SE GRADED TO ESTABLISH IDENTICAL ELEVATIONS(MATCH GRADES)WITH ADJACENTLOTS
<br /> 4. T}iE CONTRACTOR SHALL CALCULATE THE EARTHWORK C;2UANTfTIESTOTHEIRSATlSFACTIONPRIORTOTHE . 13. AND SURROUNDING PROPERTY UNLESS OTHERWISE APPROVED BYTHE CITY ENGINEER.
<br /> START OF CONSTRUCTION,INCLUDING ALLOWANCE FDR SHRINKAGF,TRENCH SPOILS,STRIPPING,PRE-COMPACTION,
<br /> AND CONSOLIDATION_NO ADDITIONAL COMPENSATION WILL BE MADE FORANYEXPORTORIMPORTREgUFRED- EXCAVATIONS BEYOND EIGHT FEET FROM THE TRAVEL WqY MAY UTILIZE PORTABLE DELINEATORS AT
<br /> APPROPRIATE SPACING ALONG WITH"OPEN TRENCH"SIGNS. 14. AN ENCROACHMENT PERMFT SHALL BF OBTAINED FROM THE CITY OF MANTECA,DEPARTMENTOF
<br /> 5, THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNMENT ORDINANCES AND REGULATIONS RELATING TO THE PUBLIC WORKS OR ANY OTHER APPLICABLE AS FN CIES PRIOR TO COV MENCEMENT OF WORK WITHIN
<br /> WORK SHOWN ON THIS PLAN. 4.ALL PAVED TRAVELED-WAY SURFACES SHALL BE RESTORED TO AN ALL,-WEATHERTRAVERSABLE EXISTING CITY RIGHT-OF-WAY.
<br /> CONDITION AT THE END OF EACH WORKDAY.
<br /> 6_ ALL CUT AND FILL SLOPES SHALLBE2_1 ORFLATTFR 15. STREET SIGNS, TRAFFIC CONTROL SIGNS,AND PAVEMENT MARKINGS SHALL BE PROVIDEDAND
<br /> 5. PEDESTRIAN ACCESS SHALL BE AFFORDED THROUGH THE WORKAREAON COUNTY ROADS,IN INSTALLED BY THE CONTRACTOR AT LOCATIONS ESTABLISHED BYTHE CITY ENGINEER.
<br /> 7_ ALL GRADING SHALL CONFORM TO THE REGULATING AGENCIES GRADING ORDINANCE,STANDARDS,AND URBAN AREAS, EITHER BY PROVIDING NECESSARY FACILE RES FOR SAFE AND VIABLE ACCESS,OR BY . THE CONTRACTOR SHALL SECURE A TRENCH PERMIT FROM THE CALIFORNIA DIVISION OF INDUSTRIAL
<br /> SPECIFICATIONS;AND TO THE LATEST EDITION OF THE UNIFORM BUILDINGCODE(CHAPTER33);ANDTOTHE PROVIDING APPROPRIATE ADVANCE WARNING TO PEDESTRIANSTO UTILIZE ALTERNATE ROUTES, 16
<br /> RECOMMENDATIONS OF THE PROJECTSOILS RFPORT. BICYCLE ROUTES AND LANES, WHEN IMPACTED BY CONSTRUCTION,SHALL BE SIGNED TOAFFORD SAFETY PRIOR TO EXCAVATION OF ANY TRENCH OVER FIVE FEETIN DEPTH-
<br /> SAFE THE WORK ZONOR TO
<br /> OUGH
<br /> S. MATERIAL TO BEUSFgASBACKFILL OREMBANKMENT SHALL HFAPPROVED BYTHE SOILS ENGINEERAND BEFREE PEDESTAIANSANDRBICYCLES, SURFACESS ALL BO MAINTAINED FREE OF OOSEEBR ORESIGNATED ALTERNATE RUTES,FOROGRAVEL.TH 7- ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATUREIS
<br /> ABOVE 50°F.
<br /> OF OBJECTIONABLE MATERIAL S UCH AS TRESS,STUMPS,ROOTS,LOTS,OR OTHER DELETERIOUS MATERIAL. THE
<br /> CONTRACTOR SHALL FOLLOW THE SITE DEVELOP MPINT RECOMMFNDATION5 OFTHE SOILS REPORT. 1B_ ALL STREET LIGHTING SHALL BE CONSTRUCTED BY AND ATA COSTTO THE DEVELOPER SUCH THAT
<br /> 6. IE CONSTRUCTION EQUIPMENT OR MATERIALS SHALL BE PARKED OR STORED ED WITH
<br /> H IN TH FEET OF OWNERSHIP OF THE STREET LIGHTS ARE TO BE PROVFDEDTO THE CITY(LS-2C SCHEDULE)-
<br /> 9_ NO GRADING SHALL OCCUR WITHIN TWO(2)FEET OF THE PROPERTY LINES UNLESS NOTEDOTHERIISE ON THESE THE TRAVELED WAY.WHEN CONSTRUCTION EQUIPMENT OR MATERIALS ARE STORED WITH fN THE
<br /> PLANS. RIGHT-OF-WAY ARE FURTHER THAN 6 FEET OFF THE TRAVELED WAY,AND THE SHOULDER AREA SHALL 19- THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL
<br /> BE SIGNED AS CLOSED AND PORTABLE DELINEATORS USED TO MARKATAPER IN ADVANCE OF THE CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF WORK HE SHALL BE
<br /> 9- THESE PLANS DO NOT AUTHORIZE SITE DISTURBANCE BEYONDTHE LIMITS OR GRADINGORIMPROVEMENTS MATERIAL.OR EQUIPMENT. RESPONSIBLE FOR THE LOCATION AND PRESERVATION OFALL SUCH FACILITIES IN THEAREA OF
<br /> SHOWN HEREON. THE CONTRACTOR SHALL OBTAIN PERMISSIONTO ENTER UPON ADJOINING PROPERTYTO CONSTRUCTION AND SHALL NOTIFY UTILITIES FORTY-EIGHT(48)HOURS IN ADVANCE OF ANY
<br /> CONSTRUCT IMPROVEMENTS ORTO GRADE ELSEWHERE PRIOR TO COMM ENCINGWORK-THE REGULATING AGENCY 7-
<br /> NO LANE CLOSURE SHALL BE PERMITTED DURINC THE TIMES SHOWN ON THE DEPARTMENT OF CONSTRUCTION-
<br /> DOES NOTAUTHORIZE ENTRY PFR THESE APPROVED PLANS. PUBLIC WORK'S"LANE CLOSURE RESTRICTION"LIST_ AFFECTED STREETS WILL BE SHOWN IN THE
<br /> ENCROACH VENT PERMIT.
<br /> 20. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION OF ALL
<br /> 11. THE OWNER SHALL CONTRACT WITH A SOILS ENGINEER TO SUPERVISE THE GRADING AND CERTIFY THAT ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
<br /> GRADING HAS PEEN DONE IN CONFORMANCE WITH THESE PLANS,CHAPTER 33OFTHE UNIFORM BUILDING CODE, 8. PARKING RESTRICTIONS MUST BE POSTED 24 HOURS BEFORE WORKSTARTS. POSTING ISA THE
<br /> AND THE RECOMMENDATIONS OF THE PROJECT SOILS REPORT_ EXPENSE OF THE CONTRACTOR_ 21. THE CONTRACTOR 15 TO PROVIDE COMPACTED BUILDING PADSAT THE ELEVATIONS SHOWN ON THE
<br /> 9.ALL PRIVATE DRIVEWAYS AND SIDE STREETS SHALL BE KEPT OPEN ATALL TIMES EXCEPT WHEN GRADING PLAN.
<br /> CONSTRUCTION TAKES PLACE DIRECTLY IN FRONT OF THE DRIVEWAY/SIDE STREET. 22. ALL SERVICE LATERALS SHALL BE EXTENDED PAST THE PROPERTY LINE AND PLUGGED.
<br /> 10_ANY WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED WITH 23- MANHOLE CASTINGS AND COVERS SHALL BE ADJUSTEDTO FINAL GRADES BYTHE PAVING
<br /> DUST CONTROL NOTES; THE DEPARTMENT OF PUBLIC WORKS TRAFFIC DIVISION ATLEAST72 HOURS PRIOR70 BEGINNING THE CONTRACTOR AFTER STREET IMPROVEMENTS ARE COMPLETED.
<br /> 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT AND MAINTENANCE OF WORK INVOLVING THE SIGNAL THE CONTRACTOR SHALL REPLACE ALL TRAFFIC SIGNAL LOOP
<br /> ALL EROSION CONTROL DEVICES AS SPECIFIED BY THE ENGINEER OF WORK OR THE CITY OF 24. ALL WATER LINES SHALL BE TESTED ANI] DISINFECTED IN COMPLIANCE WITH THE REQUIREMENTS OF
<br /> DETECTORS, DAMAGED DURING THE CONSTRUCTION WITHIN FIVE DAYS OF THE COMPLETION OF
<br /> MANTECA UNTIL SUCH TIME THAT THE PROJECT ACCEPTED AS COMPLETED BY THE CONSTRUCTION INVOLVING THE SIGNAL_ THE CITY OF MANTECA'S STANDARD PLANS AND SPECIFICATIONS,PRIOR TOFINAL ACCEPTANCF.
<br /> GOVERNING JURISDICTION. THESE DEVICES SHALL BE IN PLACE OR BE READY TO PLACE11. 26. AFTER CONSTRUCTION OF ALNS. FINAL
<br /> INVERT
<br /> ELEVATIONS
<br /> FOR
<br /> SEWER
<br /> AND STORM DRAIN
<br /> FROM OCTOBER 15 TO APRIL 15. IN THE EVENT THAT THE DEVICES ARE NOT PERMANENTLY IN ALL DELINEATORS SHALL BE EQUIPPED WITH NIGHTTIME REFLECTIVE BANDS AND BE SPACED NO REPRODUCIBLE UC BUILT'PLANS. FINAL INVERT ELEVATIONS FOR SEWER AND STORM DRAIN LINES
<br /> PLACE,THEY SHALL BE PLACED IN THE EVENT A FORECAST FOR RAIN EXCEEDS 30%. AN GREATER THAN 50 FOOT INTERVALS ALONG TAPERS,LANE CONTROL,ANDIOR ALONG EDGE OF WORK
<br /> EMERGENCY CREW SHALL BE AVAILABLE 24 HOURS PER DAY IN THE EVENT AN EROSION ZONE THAT ARE TO BE EXTENDED FOR FUTURE CONSTRUCTION SHALL ALSO BE SHOWN ON THE"AS BUILT PROBLEM SHOULD OCCUR. PLANS,
<br /> 12.SIGN INSTALLATION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE STATE 26ALL TRENCHES ON MAJOR AND COLLECTOR STREETS AND CROSS TRENCHES ON ALL STREETS SHALL
<br /> 2. THE CONTRACTOR SHALL PROVIDE DUST CONTROL DURING ALL PHASES OF THE WORK.
<br /> STANDARD PLANS. ROAD BARRICADES SHALL BE IN ACCORDANCE WITH THE COUNTY STANDARDS. BE PAVED WITH TEMPORARY PAVING THE SAME DAYTHE PAVEMENTCUT IS MADE..
<br /> 13. INSTALLATION OF PAVEMENT MARKINGS AND DELINEATION,ON INTERIOR STREET'S CREATED 8Y 27. CONTRACTOR SHALL PROVIDE CITY WITH A CERTIFICATE SIGNED BYA REGISTERED CIVIL ENGINEER
<br /> THE SUBDIVISION, SHALL BE MADE PART OF THE IMPROVEVENTPLAN AND PLACED ON THE ROAD FOR STATING THAT ALL BUILDING PAD ELEVATIONS ARE IN CONFORMANCE WITH APPROVED GRADING PLAN,
<br /> FINAL ACCEPTANCE OF IMPROVEMENTS. PAVEMENT MARKINGS AND DELINEATION MAYBE
<br /> THERMOPLASTIC MATERIAL AND CONFORM TO THE LAYOUT SHOWN IN THE STATE STANDARD PLANS- 28. AS REQUIRED BY THE PROFESSIONAL LAND SURVEYORS'ACT(BUSINESS AND PROFESSIONS CODE
<br /> COUNTY FORCES CAN BE UTILIZED FOR THE FLACEMENTOF PAVEMENT MARKINGSAND DELINEATIONS SUBSECTION 6700-8805)SECTION 8771;PRIOR TO THE START OF CONSTRUCTION,ALL SURVEY
<br /> IF THERE IS A BILLABLE WORK ORDER NUMBER ESTABLISHED FOR THE PROJECT- MONUMENTS,WITHIN THE PROJECT LIMITS THAT HAVE THE POSSIBILITYOF BEING DAMAGED OR
<br /> DESTROYED DURING CONSTRUCTION, MUST BE LOCATED,AND REFERENCED 13YALICENSED LAND
<br /> 14. PRIOR TO FINAL ACCEPTANCE OF THE SUBDIVISION IMPROVEMENTS,THE TRAFFIC ENGINEER SURVEYOR, AND A COMER OF RECORD OR RECORD OF SURVEY SHAH BE FILED WITH THE COUNTY
<br /> SHOULD BE NOTIFIED TO INSPECT THE IMPROVEMENTS AND DEVELOP FINAL TRAFFIC CONTROL SURVEYOR. IF ANY OF THESE SURVEY MONUMENTS ARE DESTROYED,DAMAGED OR COVERED OVER
<br /> PUNCH LIST FOR ACTION BYTHE ENGINEER OF WORK DURING THE COURSE OF CONSTRUCTION,A NEW MONUMENTAND MONUMENT BOX MUST THEN BE SE
<br /> IN ITS PLACE,AT THE ORIGINAL LOCATION,BY A LICENSED LAND SURVEYOR,AND ANOTHER CORNER OF
<br /> RECORD OR RECORD OF SURVEY FILED WITH THE COUNTY SURVEYOR.
<br /> 29. ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK WITHIN PUBLIC RIGHT OF WAYAND ANY WORK
<br /> THAT WILL ALTER PEDESTRIAN, CYCLIST OR VEHICULAR TRAFFIC WIU ALSO NEED ATRAFFIC CONTROL
<br /> PLAN.
<br /> APPROVED SUBJECT TO THE DATA SHOWN.CITY
<br /> DIAL TOLL FREE OF MANTECA AND THE UNDERSIGNED ARE NOT
<br /> 1-800-227-2600 RESPONSIBLE FOR ERRORS AND/OR OMISSIONS
<br /> AT LEASTTVVODAYS THAT MAY BE PRESENT ON THESE PLANS.
<br /> BEFORE YOU DIG
<br /> UNDERGROUND SERVICE ALERT 4F NORTHERN CALIFORNIA
<br /> CITY ENGINEER, CITYOF MANTECA
<br /> Date
<br /> 1
<br /> SHB �c Associates, ltd . � � ,� PLAN
<br /> FOR THE IMPROVEMENTOF
<br /> DEPARTMENT OF PUBLIC WORKS
<br /> 867 Pac�fK Street, Suite 120 �� $x-11 C
<br /> 1 SOUTH" MAIN STREET AND MANTECA CALIFORNIA
<br /> �a� Luls Obispo, X3401 QUINTAL ROAD
<br /> ph 805.540.5240
<br /> fax 805 540 5241 Na 78918
<br /> WCL,-IBasSa�.c°I>•, exp °°'�8 TITLESHEET AND GENERAL NOTES
<br /> a rch itccture �yT C7V11. so����
<br /> e n g i n c c r i n g � O
<br /> Ofi GA��� O DESIGN DESIGN CITY APPR.
<br /> REVISIONS SHEET
<br /> LHB PROJECT No.: 15-7 3-001 BY DATE APPR. DATE MANTECA
<br /> CALIFORNIA
<br /> OF 7
<br />
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