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<br />GENERAL NOTES:
<br />1.
<br />ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN STRICT ACCORDANCE WITH THE
<br />25.
<br />TO COMPLY WITH THE STATE OF CALIFORNIAA S STATE-WIDE GENERAL NPDES PERMIT,
<br />PROVIDED AND INSTALLED BY THE CONTRACTOR AT LOCATIONS ESTABLISHED BY
<br />FOLLOWING: SAN JOAQUIN COUNTY IMPROVEMENT STANDARS, AND ALL AMENDMENTS
<br />REGULATING DISCHARGES OF STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY
<br />1. RAILINGS AND BARRIERS SHALL CONFORM TO THE
<br />TO DATE, CALIFORNIA DEPARTMENT OF TRANSPORTATION (C4L7R4NS) STANDARD
<br />ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON
<br />FROM SOIL DISTURBANCES OF ONE (1) ACRE OR MORE, A N077CE OF INTENT
<br />or as requirec cy the
<br />SPECIFICATIONS AND STANDARD PLANS (2002 ED/TION), WHERE APPLICABLE. ALL
<br />BARRIERS," OF THE STANDARD SPECIFICA77ONS.
<br />(NO) TO COMPLY W/TH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM
<br />MUTCD, AND SAN JOAQUIN COUNTY STANDARDS.
<br />WORK SHALL BE UNDER THE INSPECTION OF SAN JOAQUIN COUNTY DEPARTMENT
<br />13.
<br />WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY MUST BE FILED AND APPROPRIATE FEE
<br />CONCRETE NOTES'
<br />OF PUBLIC WORKS.
<br />ORDERING SIGNS.
<br />PAID PRIOR TO COMMENCEMENT OF CONSTRUCTION. IN ADDITION, AT THE CONCLUSION
<br />14.
<br />ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATURE
<br />1 8" FLUSH CURB SHALL CONFORM TO THE REQUIREMENTS
<br />IN SEC77ON 73, CONCRETE CURBS AND SIDEWALKS, " OF
<br />OF THE PROJECT A NOTICE OF TERMINATION MUST ALSO BE FlLED- SUBMIT THE FEE,
<br />2.
<br />IT IS INTENDED THAT THESE PLANS AND SPECIFICATIONS REQUIRE ALL LABOR AND
<br />15.
<br />NOTICE OF INTENT, AND N077CE OF TERMINATION TO THE STATE RESOURCES CONTROL
<br />MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED AND THAT THE
<br />OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
<br />BOARD AT THE FOLLOWING ADDRESS.
<br />16.
<br />WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE INTENT AND PURPOSE.
<br />4.
<br />W 11. trcnsltan sign_
<br />TO HAVE EACH U77LITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN AND SERVICE
<br />THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY REGARDING ANY
<br />STATE WATER RESOURCES CONTROL BOARD
<br />DSCSPECIFICATIONS.
<br />l REPANCIES AND AMBIGUl17ES WHICH MAY EXIST IN THE PLANS AND
<br />ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY
<br />DIVISION OF WATERUALl7Y
<br />Q
<br />IF THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL
<br />BOX 1977
<br />THE U.S.A. ORDER NUMBER AND FURNISH ORDER NUMBER TO OWNER PRIOR TO ANY
<br />TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST
<br />SACRAMENTO, CA 95812-1977
<br />SA
<br />GENERAL PR4C7/CE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF
<br />EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE
<br />ATTNSTORM WATER PER
<br />: PERMITTING S£CT70N
<br />THE FlRST QUALITY ARE TO BE USED.
<br />J.
<br />CONSTRUCTION STAKING FOR GRADING SHALL BE DONE UNDER THE DIRECTION OF MCR
<br />IF YOU HAVE ANY QUESTIONS CALL WATER QUALITY CONTROL ENGINEER, CALIFORNIA
<br />ENGINEERING. THE CONTRACTOR SHALL NOTIFY THE ENGINEER SEVENTY-TWO (72)
<br />STRUCTURES, UTILITIES AND SERVICE TO THE DEVELOPMENT.
<br />REGIONAL WATER QUALITY CONTROL BOARD AT (916) 255-3028.
<br />17
<br />HOURS IN ADVANCE OF THIS NEED FOR STAKING. ANY STAKING REQUESTED BY
<br />FROM DAMAGE. COST OF REPLACING EXISTING IMPROVEMENTS SHALL BE INCLUDED
<br />THE CONTRACTOR OR HIS SUBCONTRACTORS THAT IS ABOVE AND BEYOND NORMAL
<br />26.
<br />THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE WATER
<br />STANDARD SUBDIVISION STAKING NEEDS, WILL BE SUBJECT TO AN EXTRA BACK CHARGE
<br />EXISTING IMPROVEMENTS.
<br />RESOURCES CONTROL BOARD (SWPPP) ORDER N0. 99-008, Ni GENERAL
<br />18.
<br />TO THE CONTRACTOR.
<br />3111111111
<br />FACILITY ID NO. 5S38S312267. THE CONTRACTOR SHALL IMPLEMENT AND MONITOR A
<br />COVERED BY THESE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED, AFTER
<br />STORM WATER POLLU77ON PREVENT70N PLAN (SWPPP) IN ACCORDANCE WITH THE SWRCB
<br />4.
<br />THE CONTRACTOR SHALL EXERCISE DUE CAUTION AND SHALL CAREFULLY PRESERVE
<br />MATERIALS USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL BE
<br />REGULATIONS.
<br />BENCH MARKS, REFERENCE POINTS AND ALL SURVEY STAKES, AND SHALL BEAR ALL
<br />19,
<br />PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS.
<br />EXPENSE FOR REPLACEMENT AND/OR ERRORS CAUSED BY THEIR UNNECESSARY
<br />27
<br />A COUNTY STREAM BED ENCROACHMENT PERMIT SHALL BE OBTAINED PRIOR TO STARTING
<br />LOSS OR DISTURBANCE.
<br />ANY WORK IN TEMPLE CREEK.
<br />5.
<br />CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
<br />FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUC77ON OF THIS PROJECT,
<br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL
<br />GRADING NOTES:
<br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, • AND THAT
<br />THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, ENGINEER AND
<br />1.
<br />EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH SAN JOAQUIN COUNTY
<br />THE COUNTY HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, /N
<br />STANDARDS AND THE SOILS REPORT BY NEIL ANDERSON AND ASSOCIATES.
<br />CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
<br />ALL FILL AREAS SHALL BE TESTED AS REQUIRED BY THE COUNTY AND PAID FOR
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
<br />BY THE DEVELOPER.
<br />6.
<br />UNLESS OTHERWISE STATED, ALL STATIONS INDICATED ON THE IMPROVEMENT PLANS
<br />2,
<br />EXCESS EARTH GENERATED FROM UNDERGROUND INSTALLATION AND ROADWAY GRADING
<br />ARE REFERENCED TO THE CENTERLINE OF THE STREET. ALL STATIONS OFF CENTER
<br />SHALL BE PLACED AS DIRECTED BY M-C.R- ENGINEERING. EXCESS MATERIAL TAKEN
<br />ARE PERPENDICULAR TO OR RADIALLY OPPOSITE CENTERLINE STATIONS, UNLESS
<br />OFF-SITE SHALL BE IN ACCORDANCE W! SECTION 7-1:13, DISPOSAL OF MATERIAL
<br />OTHERWISE NOTED.
<br />OUTSIDE THE HIGHWAY RIGHT-OF-WAY.
<br />7.
<br />THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY FIELD CHANGES MADE
<br />J.
<br />THE CONTRACTOR SHALL REVIEW SITE PRIOR TO BIDDING. ALL VEGETAT70N AND
<br />WITHOUT WRITTEN AUTHORIZATION FROM THE CIVIL ENGINEER.
<br />DELETERIOUS MATERIALS SHALL BE REMOVED FROM THE SITE AT THE EXPENSE OF THE
<br />CONTRACTOR AND SHALL BE INCLUDED IN THE LUMP SUM CLEARING COST.
<br />8.
<br />THE CONTRACTOR SHALL PROVIDE ALL LIGHTS SIGNS, BARRICADES, FLAG MAN OR
<br />OTHER DEVICES NECESSARY FOR PUBLIC SAFETY IN ACCORDANCE WITH THE
<br />4.
<br />CLEARING AND GRUBBING SHALL CONFORM TO SECTION 16 CLEARING AND GRUBBING"
<br />CURRENT ISSUE OF MANUAL OF TRAFFIC CONTROLS, WARNING SIGNS, LIGHTS AND
<br />OF THE CALTRANS STANDARD SPECIFICATIONS.
<br />DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAY" PUBLISHED BY THE
<br />STATE OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY.
<br />5.
<br />THE CONTRACTOR SHALL PRESERVE ALL STAKES AND POINTS SET FOR LINES, GRADES OR
<br />MEASUREMENT OF THE WORK IN THEIR PROPER PLACES UN77L AUTHORIZED TO REMOVE
<br />9.
<br />THE OFFICE OF THE COUNTY ENGINEER SHALL BE NOT i AT LEAST 48 HOURS
<br />THEM BY THE ENGINEER. ALL EXPENSES INCURRED IN REPLACING STAKES THAT HAVE
<br />IN ADVANCE OF ANY WORK.
<br />BEEN REMOVED WITHOUT PROPER AUTHORITY SHALL BE PAID FOR BY THE GENERAL
<br />CONTRACTOR.
<br />10.
<br />THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE COUNTY
<br />DEPARTMENT OF PUBLIC WORKS OR ANY OTHER APPLICABLE AGENCIES PRIOR TO
<br />6.
<br />ALL EXISTING WELLS AND SEPTIC TANKS SHALL BE REMOVED AND/OR ABANDONED PER
<br />COMMENCEMENT OF WORK WITHIN EXISTING COUNTY RIGHT-OF-WAY- THE
<br />THE REQUIREMENTS OF THE SAN JOAQUIN LOCAL HEALTH DISTRICT. THIS WORK SHALL
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED
<br />BE INCLUDED IN THE LUMP SUM CLEARING COST
<br />FOR THE CONSTRUCT70N AND COMPLETION OF THE PROJECT.
<br />11,
<br />STREET SIGNS, TR l CONTROL SIGNS, AND PAVEMENT MARKINGS SHALL BE
<br />RAJIVNGg AND BARRIER NOTES:
<br />N ,
<br />PROVIDED AND INSTALLED BY THE CONTRACTOR AT LOCATIONS ESTABLISHED BY
<br />I_ /
<br />THE ENGINEER.
<br />1. RAILINGS AND BARRIERS SHALL CONFORM TO THE
<br />12.
<br />ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON
<br />REQUIREMENTS IN SECTION 83, RAILINGS AND
<br />or as requirec cy the
<br />UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), THE CALIFORNIAL SUPPLEMENT TO THE
<br />BARRIERS," OF THE STANDARD SPECIFICA77ONS.
<br />MUTCD, AND SAN JOAQUIN COUNTY STANDARDS.
<br />Center the lone eduction sigr
<br />13.
<br />CONTRACTOR SHALL VERIFY ALL STREET NAMES AND BLOCK NUMBERS PRIOR TO
<br />CONCRETE NOTES'
<br />(Samiicaae to be placed on a
<br />ORDERING SIGNS.
<br />"
<br />14.
<br />ASPHALT CONCRETE SHALL BE PLACED ONLY WHEN THE ATMOSPHERIC TEMPERATURE
<br />1 8" FLUSH CURB SHALL CONFORM TO THE REQUIREMENTS
<br />IN SEC77ON 73, CONCRETE CURBS AND SIDEWALKS, " OF
<br />?Icce Class 1 flexible pas.
<br />IS ABOVE 511
<br />THE STANDARD SPECIFICATIONS.
<br />15.
<br />CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE REMOVAL OR RELOCATION
<br />,ype A borrtcece (minimum c' i
<br />OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
<br />5 detinectcrs).
<br />16.
<br />PRIOR TO COMMENCING ANY WORK, I7 SHALL BE THE CONTRACTORS RESPONSIBILITY
<br />4.
<br />W 11. trcnsltan sign_
<br />TO HAVE EACH U77LITY COMPANY LOCATE, IN THE FIELD, THEIR MAIN AND SERVICE
<br />LINES. THE CONTRACTOR SHALL N077FY MEMBERS OF THE UNDERGROUND SERVICE
<br />ALERT (U.S.A.) 48 HOURS IN ADVANCE OF PERFORMING ANY EXCAVATION WORK BY
<br />CALLING THE TOLL-FREE NUMBER (800) 642-2444. THE CONTRACTOR SHALL RECORD
<br />THE U.S.A. ORDER NUMBER AND FURNISH ORDER NUMBER TO OWNER PRIOR TO ANY
<br />EXCAVATION IT SHALL BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROTECT ALL
<br />EXISTING UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE
<br />PERFORMANCE OF THIS CONTRACT. ANY REPAIRS NECESSARY TO DAMAGED UTILITIES
<br />SHALL BE PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL BE REQUIRED TO
<br />COOPERATE WITH OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW
<br />STRUCTURES, UTILITIES AND SERVICE TO THE DEVELOPMENT.
<br />17
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING IMPROVEMENTS
<br />FROM DAMAGE. COST OF REPLACING EXISTING IMPROVEMENTS SHALL BE INCLUDED
<br />IN THE UNIT PRICE BID FOR ITEMS REQUIRING REMOVAL AND REPLACEMENT OF
<br />EXISTING IMPROVEMENTS.
<br />18.
<br />WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE WORK
<br />3111111111
<br />COVERED BY THESE SPECIFICATIONS, THE PAVEMENT SHALL BE REPLACED, AFTER
<br />PROPER BACKFIRING, WITH PAVEMENT MATERIALS EQUAL TO OR BETTER THAN THE
<br />MATERIALS USED IN THE ORIGINAL PAVING. THE FINISHED PAVEMENT SHALL BE
<br />SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER.
<br />19,
<br />PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON THE PLANS.
<br />REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT DURING THE INSTALLATION OF
<br />THE WORK COVERED BY THESE SPECIFICATIONS, AND WHICH LIES OUTSIDE OF SAID
<br />AREAS, SHALL BE INDICATED IN THE CONTRACTORS UNIT PRICE FOR PAVEMENT, AND
<br />NO ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />20. EXCAVATIONS OF 5 FEET OR MORE IN DEPTH WILL REQUIRE AN EXCAVATION PERMIT
<br />FROM THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL SAFETY. FOR
<br />TRENCHES 5 FEET OF MORE IN DEPTH, THE CONTRACTOR SHALL COMPLY WITH
<br />SECTION 5-1.024 OF THE CALTRANS STANDARDS, CHAPTER 9 OF THE STATE OF
<br />CALIFORNIA LABOR CODE, AND ANY LOCAL CODES OR ORDINANCES.
<br />21. WE CALL YOUR ATTENTION TO TME 8 CALIFORNIA ADMINISTRATION CODE SECTION
<br />1540 (A) (1) OF THE CONSTPUCT70N SAFETY ORDERS ISSUED BY THE OCCUPATIONAL
<br />SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE CALIFORNIA
<br />OCCUPAT70NS SAFETY AND HEALTH ACT OF 1973 AS AMENDED WHICH STATES.-
<br />(1)
<br />TATES.(1) PRIOR TO OPENING AN EXCAVATION EFFORT SHALL BE MADE TO DETERMINE
<br />WHETHER UNDERGROUND INSTALLATIONS, • I -E. SEWER, WATER, FUEL, ELECTRICAL LINES,
<br />ETC., WILL BE ENCOUNTERED AND IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS
<br />ARE LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCA77ON OF
<br />SUCH INSTALLATION, THE EXACT LOCAT70N SHALL BE DETERMINED BY CAREFUL
<br />PROBING OR HAND DIGGING; AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION
<br />SHALL BE PROVIDED FOR THE EXISTING INSTALLATION ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF
<br />PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />22, ALL TRENCHES ON MAJOR AND COLLECTOR STREETS AND CROSS TRENCHES ON ALL
<br />STREETS SHALL BE PAVED WITH TEMPORARY PAVING THE SAME DAY THE PAVEMENT
<br />cur IS MADE
<br />23. APPROPRIATE DUST CONTROL SHALL BE PROVIDED, AT THE CONTRACTORS EXPENSE
<br />TO MINIMIZE ANY DUST NUISANCE AND SHALL BE IN ACCORDANCE WITH SEC77ON 10 OF
<br />CALTRANS STANDARD SPECIFICATIONS AND THE REQUIREMENTS OF THE CITY OF
<br />MANTECA.
<br />24. 7N£ CONTRACTOR SHALL SUBMIT TO THE ENGINEER, PRIOR TO FINAL ACCEPTANCE,
<br />RECORD DRAWINGS OF ALL IMPROVEMENTS REPRESENTED BY THE PROJECT PLANS
<br />AND SPECIFICATIONS
<br />LEGEND
<br />i/Ls7{iN /Mt SiMwLJ
<br />S70IRM DR4W 12 SD
<br />1YPMdL 100W ELECTRODER
<br />S 0P SIGN
<br />STRREEF TAME SIGN
<br />T AL 9&V4CE (CA 9&V CODES) -r
<br />U7XffY BOX
<br />STANLWID DRIVEWAY
<br />DBAR
<br />(AD I `
<br />(ADD REFLE-C7IVE AHRICERS)
<br />DIRECTKIN OF FLOW
<br />70P OF CURB ELEVA770V
<br />ORIGINAL GROUND N/A
<br />I' C011i
<br />CONC RETAINING HALL
<br />SOUND WALL T
<br />CURB, GUlIER AND r
<br />SCIEWALK
<br />(1C1D2>
<br />Sec. 10-1, Construction Doi
<br />Std- Spec-. Sec. 19
<br />Allomate A
<br />EARTHWORK -Earthwork shall conform to the requirements in Section
<br />19,'Eanh work," m the Stondad Specifications and those special provisions.
<br />All relative compaction requirements of Section 19-5, "Compaction ; of the
<br />Standard Specifications. shall be no`.less than 90 percent
<br />Tho requirement of the second paragraph of Section 19-5.03, "Relabve
<br />Compaction (95 portent)," ot the Standard Spoef icabons, will be required only in those
<br />areas shown on the plans.
<br />In loop of the tolerance specified In Section 19-1.036, "Grade Tolerance," of
<br />the Standard Specifications, the surface of the grading plane shall not be mom than
<br />005 frxrl :Love or below the grade established by the Engineer.
<br />Before grade is approved by the Engineer, all earthwork (including drvoways
<br />and slupes) shall be compacted to grade. Unless otherwise shown on the dans, all
<br />surplus materials not to be salvaged, stockpiled or disposed of as provided in
<br />Section 19-2.06, "Surplus Material; blithe Standard Specifications, shall become the
<br />properly of tie Contractor and disposed at as provided in Section 7-1. 13, "Disposal of
<br />Material Outside the Highway Right of Way," of tis Standard Specifk;xliuits
<br />, j
<br />Unless Chemise shown on the plans, the existing pavement, when used as
<br />embankment, shall he broken up Into pieces not largo: [[fail 0.33 foot in greatest
<br />dirnension.
<br />Full compensation for breaking up the existing pavement shall be considered as
<br />included in the contract price paid per cubic, yard for roadway excavation and no
<br />additional compensation will be aLowed therefor.
<br />(3/00)
<br />Sec. 10-1, Construction Details
<br />Std. Spec- Sea 39
<br />Altercate A
<br />Page 1 of 3
<br />ASPHALT CONCRETE-Asphah Concrete shall conform to fife
<br />requirements in Section 39,'Asphalt Concrete," of the Standard Specifications and these
<br />special provisions.
<br />Asphalt concrete shall be Type "B". Aggregate shall conform to the 1f2Jndh
<br />maximuml coarse or medium gracing as determined by the Engineer. At the Contractors
<br />option and with approval of the Engineer, aggregate may be 314 -inch maximum. medium
<br />grading with the exception of the final finish course.
<br />Aggregate performing to the 318 -inch maximum grading will be permitted for uses in
<br />driveways, dikes and other areas with approval of the Engineer.
<br />A m nimure of 2 weeks prior to intended use, the Contractor shat provide to the
<br />Resident Engineer proposed uggprogdice sources, gradations, and aggregate
<br />characteristics demonstrating contpllance, with Section 39 of the Standard Specitkations.
<br />A mix design peformed in mourd-ance with California Test 367 shah be provided for each
<br />type and source of material to be used on the project. The proposed gradation shall
<br />produce a product meeting the requirements of the Standard Spe-citirabahs without
<br />exceeding 4.5 parasol air voids. The exact amount of asphalt binder to be mixed with the
<br />w3gmgale will be ilelnnainad by It Fngi ew based on the 1.1 results provided. The
<br />asphalt binder she I be Grade PG 64 - 10 as specified in Section 92, "Asphalts," of those
<br />gIfeaHI Pmvisiuus.
<br />bVho to ned and
<br />mixedley to bu automatic
<br />m in a bakUh ylanl, tree aspthdt wnunte
<br />shall be proportioned and mined by the automatic malhnd.
<br />When shown in the Fn loners Estimate. primp. rnm
<br />at, liquid asphalt pelmhion
<br />grade shall be SC -70 or SC -290 as directed by the Engineer. The placement of asphalt
<br />mnrxate shall not hwgin until 24 hours niter rho prime mat is applied.
<br />Paint birder (la(h coat) Shill be applied at a rate of approximately 0 05 gallon per
<br />square yard, unless otherwise shown on the plans.
<br />All steel-tirei rollers shall be of the tandem type. The third paragraph of
<br />Section 39-5.02, "f7ompacling Fquipment" of the Standard Specifications, shall be
<br />deleted.
<br />The dumping of material In a windrow, in accordance with Section 39.6.01,
<br />"General Requirements," of the Standard Specifications, shall be limited to 750 feet in
<br />advance of the paving machine, unless otherwise permitted by the Engineer.
<br />osorc54nshsss7r.a-vr
<br />0
<br />it
<br />Sigr. - State o`. Cc!i,`. Hwy.
<br />Sign - State of Calif, Hwy Code W-57 (2d"x4A")
<br />Code SW -42 (30"00'
<br />SIGNS
<br />1. Signs shell be posted on 2" LC- golv.
<br />pipe in urban areas and either pipe or
<br />4"x4" posts in rural areas.
<br />2. Stop sign sizes shall be 30" for
<br />urbor, areas and 36" for rural areas.
<br />3. Sign - State of Calif. Hwy. Code x
<br />SW -43 shall be posted at curves
<br />when needed.
<br />v
<br />V
<br />c
<br />a
<br />:1
<br />e / Sign - State of Calif.-Ij 0
<br />Hwy. Code "type N -Y" b
<br />4 x24 reflective
<br />{ yellow background)
<br />T INTERSECTION SIGN
<br />(post ocross from 'nhmsechon;
<br />o o
<br />a;
<br />TYPICAL SIGN
<br />TRAFFIC SIGNS
<br />COUNTY CF SAN' JCAUUIN i- -1i 1957
<br />- 4
<br />10192
<br />1 )
<br />Sec. 10-7, Construction Details
<br />Sid. Spec. Sec. 19
<br />Alternate C
<br />EARTHWORK (STRUCTURE EXCAVATION & BACKFILL). -Structure
<br />excavation and bacldil shall conform to the requirements in Section 19.3, "Structure
<br />Excavation and Boddnl," of the Standard Specifications and ease special provisions.
<br />Ponding and jarring will not be permitted-
<br />Compaction and Material Requirements: Unless otherwise shown on the plans,
<br />the compaction and material requirements within the limits of sbucdune backfill for pipes
<br />and archos shall be as fotkovi
<br />(a) From the firi of the. trench to one-half of the outside diameter of the
<br />pipe shall be no, less than 95 percent relative compaction. Baddil
<br />material shall confom to the requirements of Section 19 3.06, "Structure
<br />Backfill."of the Standard Spocificatici
<br />(bt From one-half the outside diameter of the pipe to three feat bolow, finish
<br />grade shall be no less than 80 percent relative compaction. Bacldlll
<br />material shall ba saleoc-d malarial from structure exoavalron. The
<br />thickness of each layer of backfill within mese halts shall col exceed
<br />2.0 feel before compaction.
<br />(c) From three feet below finish grade to the finish grade shall be no less than
<br />90 percent relative compaction. Backfill material shall be selected
<br />material from structure. excavation.
<br />The thickness of each layer of backfil within these hinds shah notexce0d
<br />1.0foot before compaction.
<br />Structure Backfill which is outside of the paved portions of the roadway, unlass
<br />otherwise spacifa;d on the plans, shall be native material selected for its resistance to
<br />present.
<br />Full compensation for the quantiifcs of structure excavation and structure backfill
<br />shall be considered as included in the Orrefors prim paid for the tern fm which structure
<br />excavation and structure backtit is performed, entire separate payment will be made
<br />therefor
<br />i Of"GiISsi 0 rt)
<br />42/04)
<br />Sec. 10-1, Construction Details
<br />Std. Sped. Sec- 39
<br />Alternate A
<br />Page 2 of 3
<br />The sixth paragraph in Section 39-8.01, "General Requirements," of the Standard
<br />Speadleatinns, ehail to amended by dela ing the second footnole, which reads, "At the
<br />option of the Contractor, one layer 75 mm (0.25 -foot) thick may be placed."
<br />The tenth paragraph of Section 39-6 03, "Compacting," of the Standard
<br />Speocioalions, allowing the use of "allwnative compacting equipment'shall be deleted.
<br />Unless otherwise shown on the plans, asphalt paver equipment used to place
<br />asphalt concrete shall be equipped with lull automatic spread and grade sensing
<br />controls which shall control the longitudinal grade. and transverse dope of the soeed-
<br />The controls shall be actuated by grade and slope references. Corrections on Account
<br />Of deviations from lire references shall be automatic. Guides and references required to
<br />central the longtudinal grade and transverse slopes shall be famished and installed by
<br />the Contractor.
<br />Should the contractor alert to use a ski device for longitudinal central, the
<br />minimum length of the device shall be 30 feet. The device shat be a rigid unit recorded
<br />on multiple supports. Each support shall act independently of others and the finished
<br />grade shall not be affected by the allun of a single support. Alternative kingittdinal
<br />grade central equipment with grade averaging capability may be used with approval of
<br />the Engineer.
<br />When asphalt corcrete gutters are designated on to plans. a stringline or wire
<br />grade reference shall be required to control longitudinal grade of the gotten. The gutter
<br />shall he water tested before acceptance, The maximum deviation from a Irue grade
<br />shall not result in pending water for depth exceeding 0.04 foot.
<br />Surfacing operations shall be conducted In such a manner that, at the end of
<br />each days work, the distance between the ends of adjacent surfaced lanes shall not be
<br />greater than can be completed in the following day of normal surfacing operallo ns.
<br />Portable delineators in polmhnance with Section 12.3.04, "Portable Delineplers,"
<br />of the Standard Specifications shall be famished and placed at a maximum spacing of
<br />300 fear on tangents and 100 feet on curves along any edge of new surfacing which has
<br />a drop of of more than 0.10 feat_ Delineates shall be staggered when required on both
<br />sides of traffic.
<br />ISY'FlS! MJSU5i5]F A P?I
<br />3188
<br />Sec. t3 ,
<br />' -1 Constructer Details
<br />Std. Spec. Sec. 26
<br />Alternate A
<br />AGGREGATE BASE -Aggregate base shall conform to ;he requirements
<br />to Section 20, "Aggregate Bases," et the Standard Specifications and these special
<br />provisions.
<br />Aggregate Basa shall be Class 2.
<br />T'he combined aggregate shall conform to the grading specified for the 3A -inch
<br />maximum aggregate,
<br />The R -Value requirement may be waived provided the aggregate bass performs
<br />to the specified grading and durability and has a sand equivalent value of 33 or mom.
<br />xsvrc<_ cosssys.c r h
<br />(210.4)
<br />Sec. 10-1, Construction Details
<br />Std. Spec. Sm_ 34
<br />Aaernate A
<br />Page 3 of 3
<br />Existing pavement markers shall be removed and disposed of, unless otherwise
<br />shovm on the plans.
<br />During the removal of ceramic type pavement markers, screens or other
<br />protective devices shall be famished to contain any fragments as provided for in
<br />Saurian 7-1.09, "Public Safety; of the Standard Spocifaations.
<br />Asphalt concrete used for advance leveling, as provided in Section 39-li-02,
<br />"Spreading," of the Standard Specifications, when ordered by the Engineer and not
<br />shown on the plans, condi he paid for at the contract prion for asphalt concrete, and also
<br />by force accident to place asphalt concrete.
<br />When asphalt concrete (leveling) is shownthe plans but the contract does not
<br />include a contract pay item, asphalt concrete (levt�) will ba measured and paid for as
<br />asphalt concrete.
<br />hug compensation for removing pavement markers shall be considered as
<br />includod in the contract unit price paid for asphalt concrete and re, separate payment
<br />will be made therefor.
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<br />I T
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<br />I_ /
<br />LANE REDUCTION
<br />Sign - State of "bGf
<br />edge sir E
<br />IIS T 0 Pi
<br />Hwy. Code WSJ (24'x24'^
<br />SIGNING
<br />or as requirec cy the
<br />\
<br />public wo,Rs Dep:.
<br />?
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<br />o
<br />Center the lone eduction sigr
<br />I
<br />o
<br />beri Type A barricade
<br />:odge"`- o- - pa rnen•"l
<br />(Samiicaae to be placed on a
<br />4"x4" Redwccc or
<br />skew with Type N -Y signs
<br />cressure trected Douglas
<br />attached).
<br />Fir post (typ.) a. -
<br />2 '_�
<br />?Icce Class 1 flexible pas.
<br />gcly. os
<br />required
<br />delineators (Col Trans A73C) e: al
<br />10 _ 1 taper preceding the
<br />,ype A borrtcece (minimum c' i
<br />5 detinectcrs).
<br />Fcttem pipe a.
<br />Pavement Ione rea�char arrows
<br />4.
<br />W 11. trcnsltan sign_
<br />TYPICAL SIGN
<br />TRAFFIC SIGNS
<br />COUNTY CF SAN' JCAUUIN i- -1i 1957
<br />- 4
<br />10192
<br />1 )
<br />Sec. 10-7, Construction Details
<br />Sid. Spec. Sec. 19
<br />Alternate C
<br />EARTHWORK (STRUCTURE EXCAVATION & BACKFILL). -Structure
<br />excavation and bacldil shall conform to the requirements in Section 19.3, "Structure
<br />Excavation and Boddnl," of the Standard Specifications and ease special provisions.
<br />Ponding and jarring will not be permitted-
<br />Compaction and Material Requirements: Unless otherwise shown on the plans,
<br />the compaction and material requirements within the limits of sbucdune backfill for pipes
<br />and archos shall be as fotkovi
<br />(a) From the firi of the. trench to one-half of the outside diameter of the
<br />pipe shall be no, less than 95 percent relative compaction. Baddil
<br />material shall confom to the requirements of Section 19 3.06, "Structure
<br />Backfill."of the Standard Spocificatici
<br />(bt From one-half the outside diameter of the pipe to three feat bolow, finish
<br />grade shall be no less than 80 percent relative compaction. Bacldlll
<br />material shall ba saleoc-d malarial from structure exoavalron. The
<br />thickness of each layer of backfill within mese halts shall col exceed
<br />2.0 feel before compaction.
<br />(c) From three feet below finish grade to the finish grade shall be no less than
<br />90 percent relative compaction. Backfill material shall be selected
<br />material from structure. excavation.
<br />The thickness of each layer of backfil within these hinds shah notexce0d
<br />1.0foot before compaction.
<br />Structure Backfill which is outside of the paved portions of the roadway, unlass
<br />otherwise spacifa;d on the plans, shall be native material selected for its resistance to
<br />present.
<br />Full compensation for the quantiifcs of structure excavation and structure backfill
<br />shall be considered as included in the Orrefors prim paid for the tern fm which structure
<br />excavation and structure backtit is performed, entire separate payment will be made
<br />therefor
<br />i Of"GiISsi 0 rt)
<br />42/04)
<br />Sec. 10-1, Construction Details
<br />Std. Sped. Sec- 39
<br />Alternate A
<br />Page 2 of 3
<br />The sixth paragraph in Section 39-8.01, "General Requirements," of the Standard
<br />Speadleatinns, ehail to amended by dela ing the second footnole, which reads, "At the
<br />option of the Contractor, one layer 75 mm (0.25 -foot) thick may be placed."
<br />The tenth paragraph of Section 39-6 03, "Compacting," of the Standard
<br />Speocioalions, allowing the use of "allwnative compacting equipment'shall be deleted.
<br />Unless otherwise shown on the plans, asphalt paver equipment used to place
<br />asphalt concrete shall be equipped with lull automatic spread and grade sensing
<br />controls which shall control the longitudinal grade. and transverse dope of the soeed-
<br />The controls shall be actuated by grade and slope references. Corrections on Account
<br />Of deviations from lire references shall be automatic. Guides and references required to
<br />central the longtudinal grade and transverse slopes shall be famished and installed by
<br />the Contractor.
<br />Should the contractor alert to use a ski device for longitudinal central, the
<br />minimum length of the device shall be 30 feet. The device shat be a rigid unit recorded
<br />on multiple supports. Each support shall act independently of others and the finished
<br />grade shall not be affected by the allun of a single support. Alternative kingittdinal
<br />grade central equipment with grade averaging capability may be used with approval of
<br />the Engineer.
<br />When asphalt corcrete gutters are designated on to plans. a stringline or wire
<br />grade reference shall be required to control longitudinal grade of the gotten. The gutter
<br />shall he water tested before acceptance, The maximum deviation from a Irue grade
<br />shall not result in pending water for depth exceeding 0.04 foot.
<br />Surfacing operations shall be conducted In such a manner that, at the end of
<br />each days work, the distance between the ends of adjacent surfaced lanes shall not be
<br />greater than can be completed in the following day of normal surfacing operallo ns.
<br />Portable delineators in polmhnance with Section 12.3.04, "Portable Delineplers,"
<br />of the Standard Specifications shall be famished and placed at a maximum spacing of
<br />300 fear on tangents and 100 feet on curves along any edge of new surfacing which has
<br />a drop of of more than 0.10 feat_ Delineates shall be staggered when required on both
<br />sides of traffic.
<br />ISY'FlS! MJSU5i5]F A P?I
<br />3188
<br />Sec. t3 ,
<br />' -1 Constructer Details
<br />Std. Spec. Sec. 26
<br />Alternate A
<br />AGGREGATE BASE -Aggregate base shall conform to ;he requirements
<br />to Section 20, "Aggregate Bases," et the Standard Specifications and these special
<br />provisions.
<br />Aggregate Basa shall be Class 2.
<br />T'he combined aggregate shall conform to the grading specified for the 3A -inch
<br />maximum aggregate,
<br />The R -Value requirement may be waived provided the aggregate bass performs
<br />to the specified grading and durability and has a sand equivalent value of 33 or mom.
<br />xsvrc<_ cosssys.c r h
<br />(210.4)
<br />Sec. 10-1, Construction Details
<br />Std. Spec. Sm_ 34
<br />Aaernate A
<br />Page 3 of 3
<br />Existing pavement markers shall be removed and disposed of, unless otherwise
<br />shovm on the plans.
<br />During the removal of ceramic type pavement markers, screens or other
<br />protective devices shall be famished to contain any fragments as provided for in
<br />Saurian 7-1.09, "Public Safety; of the Standard Spocifaations.
<br />Asphalt concrete used for advance leveling, as provided in Section 39-li-02,
<br />"Spreading," of the Standard Specifications, when ordered by the Engineer and not
<br />shown on the plans, condi he paid for at the contract prion for asphalt concrete, and also
<br />by force accident to place asphalt concrete.
<br />When asphalt concrete (leveling) is shownthe plans but the contract does not
<br />include a contract pay item, asphalt concrete (levt�) will ba measured and paid for as
<br />asphalt concrete.
<br />hug compensation for removing pavement markers shall be considered as
<br />includod in the contract unit price paid for asphalt concrete and re, separate payment
<br />will be made therefor.
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<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />NOTES:
<br />One street sign is required
<br />at each intersection.
<br />Block numbers aro to be acawred
<br />from the Son Joaquin County
<br />Community Developement Deportment.
<br />3. See improvement plans for
<br />location of traffic control devices
<br />4. The. length of the street sign
<br />vares due to the length of
<br />the street name.
<br />See Standard Drawing No. R-23 for
<br />proposed sidewalk sign locations.
<br />5. Stop signs shall be 30" for urban
<br />cress and for intemel subdiviswn
<br />streets, 36" for rural arecs and
<br />for streets which intersect County
<br />roadways. also to be preceded by
<br />c ki 3E" stop ahead sign with
<br />appropriate pavement markings.
<br />Edge of pavement
<br />T �- or becx of dike
<br />:I Stop arta Sl2et
<br />sign locchon
<br />�2clear
<br />STOP AND STREET SIGN
<br />LOCATION DETAIL
<br />in URSAN Locations
<br />or mere to face of post
<br />In RURAi_ Locations
<br />>'-6- or more to face of post
<br />UAi' Gr SAN JCAOUiN
<br />(2!94)
<br />Sec. 10-1, Constmchan Details
<br />Std. Spi Sac. 26
<br />Altercate B
<br />AGGREGATE BASE. -Aggregate base shall conform to the requirements
<br />in Section 26, "Aggregate Bases; of the Standard Specifications and these special
<br />pruvlalueb.
<br />Aggpgato Base shall be Class 2.
<br />The combined agcregate shall conform to the grading specified for the 3/4 -inch
<br />maximum aggregate.
<br />The R -Value requirement may be waived provided the individual test result of the
<br />aggregate base conforms to the specified grading and durability and has a sand
<br />equivalent value of 33 or rare.
<br />Reclaimed asphalt concrete, portiand cement concrete, lean concrete baso,
<br />cement treated base or a combination of any of these materials may be substituted for
<br />Class 2 Aggregate Base, provided it meets rte specified gradation and R -Value
<br />requirements. Durability and sand equivalent requirements shall be waived.
<br />If the results of the R -Value test on the substituted materials do not meet the
<br />requirements for Class 2 Aggregate Base, the aggregate base represented by the
<br />fading test shall be removed. However, if requested by the Contractor and approved by
<br />the engineer, the substituted materials having an R -Value of 75 through 77 may remain
<br />in place and the Contractor shad pay to the County $2.25 per oublic yard for such
<br />aggregate base let in place. The County may deduct this amount from any monies
<br />due, or that may became due, the Contractor on this project No single R -Value test
<br />shall repressed nacre than 2000 oubko yards or one days production.
<br />The results of the R -Value test shall be known prior to placement of subsequent
<br />Islets of ,natedal,
<br />IavtrS.(aa'.999n-aN i
<br />(5197)
<br />5m.10-1 Conslmction Details
<br />Std. Spec. Sec. 81
<br />Alternate A
<br />MONUMENTS.--Monumeots shall conform to the requirements in
<br />Scctlon 81, "Monuments; of tho Standard Specifications and these special provisions.
<br />The Contractor shall place protective monument frames and covers of tM
<br />locations shown on the plans.
<br />Tba contract unit prix paid far Monument Frage and Cover shall include fall
<br />compensation for furnishing all labor, materials, toils, equipment, and incidentals, and
<br />for doing all the work involved in placing monument frame and cover, complete in plain,
<br />including frame and corner, as shown un the plans, as specified in the Standard
<br />Spectications and these special provisions, and as directed by the Engineer-
<br />ISr'FCS Cn35.Ti!IIA-P1)
<br />I T
<br />!MAINS
<br />1oDir i
<br />2'ueof to 0
<br />edge sir E
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<br />gciv
<br />poe
<br />1 V flatten p roe -
<br />TYPICAL STOP AND STREET
<br />SIGN INSTALLATION
<br />NOTES:
<br />One street sign is required
<br />at each intersection.
<br />Block numbers aro to be acawred
<br />from the Son Joaquin County
<br />Community Developement Deportment.
<br />3. See improvement plans for
<br />location of traffic control devices
<br />4. The. length of the street sign
<br />vares due to the length of
<br />the street name.
<br />See Standard Drawing No. R-23 for
<br />proposed sidewalk sign locations.
<br />5. Stop signs shall be 30" for urban
<br />cress and for intemel subdiviswn
<br />streets, 36" for rural arecs and
<br />for streets which intersect County
<br />roadways. also to be preceded by
<br />c ki 3E" stop ahead sign with
<br />appropriate pavement markings.
<br />Edge of pavement
<br />T �- or becx of dike
<br />:I Stop arta Sl2et
<br />sign locchon
<br />�2clear
<br />STOP AND STREET SIGN
<br />LOCATION DETAIL
<br />in URSAN Locations
<br />or mere to face of post
<br />In RURAi_ Locations
<br />>'-6- or more to face of post
<br />UAi' Gr SAN JCAOUiN
<br />(2!94)
<br />Sec. 10-1, Constmchan Details
<br />Std. Spi Sac. 26
<br />Altercate B
<br />AGGREGATE BASE. -Aggregate base shall conform to the requirements
<br />in Section 26, "Aggregate Bases; of the Standard Specifications and these special
<br />pruvlalueb.
<br />Aggpgato Base shall be Class 2.
<br />The combined agcregate shall conform to the grading specified for the 3/4 -inch
<br />maximum aggregate.
<br />The R -Value requirement may be waived provided the individual test result of the
<br />aggregate base conforms to the specified grading and durability and has a sand
<br />equivalent value of 33 or rare.
<br />Reclaimed asphalt concrete, portiand cement concrete, lean concrete baso,
<br />cement treated base or a combination of any of these materials may be substituted for
<br />Class 2 Aggregate Base, provided it meets rte specified gradation and R -Value
<br />requirements. Durability and sand equivalent requirements shall be waived.
<br />If the results of the R -Value test on the substituted materials do not meet the
<br />requirements for Class 2 Aggregate Base, the aggregate base represented by the
<br />fading test shall be removed. However, if requested by the Contractor and approved by
<br />the engineer, the substituted materials having an R -Value of 75 through 77 may remain
<br />in place and the Contractor shad pay to the County $2.25 per oublic yard for such
<br />aggregate base let in place. The County may deduct this amount from any monies
<br />due, or that may became due, the Contractor on this project No single R -Value test
<br />shall repressed nacre than 2000 oubko yards or one days production.
<br />The results of the R -Value test shall be known prior to placement of subsequent
<br />Islets of ,natedal,
<br />IavtrS.(aa'.999n-aN i
<br />(5197)
<br />5m.10-1 Conslmction Details
<br />Std. Spec. Sec. 81
<br />Alternate A
<br />MONUMENTS.--Monumeots shall conform to the requirements in
<br />Scctlon 81, "Monuments; of tho Standard Specifications and these special provisions.
<br />The Contractor shall place protective monument frames and covers of tM
<br />locations shown on the plans.
<br />Tba contract unit prix paid far Monument Frage and Cover shall include fall
<br />compensation for furnishing all labor, materials, toils, equipment, and incidentals, and
<br />for doing all the work involved in placing monument frame and cover, complete in plain,
<br />including frame and corner, as shown un the plans, as specified in the Standard
<br />Spectications and these special provisions, and as directed by the Engineer-
<br />ISr'FCS Cn35.Ti!IIA-P1)
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