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2'
<br />Conform
<br />Shoulder Backing (Ty p.)
<br />Variable Depth
<br />— 6'
<br />See Shc
<br />Deto
<br />4'
<br />CO Sf.
<br />I
<br />Limits of Clearing and Grubbing
<br />and Mailbox Relocation's
<br />—1t' I 11'
<br />0' Pavement Reinforcing Fabric
<br />Existing Roadway
<br />4'
<br />0.08' A.C. Leveling Course
<br />0.17' A.C. Overlay
<br />TYPICAL SECTION
<br />Myron Avenue—STA.
<br />1+60 to
<br />7+70
<br />Kenyon Street—STA.
<br />0+00 to
<br />2+40
<br />Kenyon Street—STA.
<br />4+08 to
<br />8+61
<br />Sutro Avenue—STA.
<br />28+95 to
<br />30+33.
<br />Report Avenue—STA.
<br />29+60 to 35+79
<br />CoJF f.
<br />Limits of Clearing and Grubbi
<br />and Mailbox Relocation's
<br />I
<br />ries
<br />i
<br />25' Pavement Reinforcing Fabric
<br />--------------------------
<br />Exist. Curb, Gutter Existing Roadway —
<br />and Sidewalk
<br />to remain in place
<br />0.08' A.C. Leveling Course
<br />17' A.C. Overlay
<br />TYPICAL SECTION
<br />Sutro Avenue—STA 22+90 TO 28+95
<br />Kenyon Street—STA. 2+40 TO 4+07
<br />COn t.
<br />Limits of
<br />Clearing and Grubbing
<br />2Varies
<br />I
<br />Exist. Curb, Gutter `----
<br />and Sidewalk
<br />to remain in place
<br />See Planing Detail
<br />SHOULDER DETAIL
<br />Sutro Avenue
<br />Sto. 23+15 to Sta. 28+95 (Lt.)
<br />Kenyon Street
<br />Sto. 2+40 to Sta. 4+07 (Rt.)
<br />Conform @ E.P.
<br />EP
<br />i.�
<br />7 4
<br />i
<br />Existing Width Conform
<br />12 Min.
<br />0.30' Asphalt Concrete over
<br />shaped and compacted native.
<br />TYPE D
<br />2'
<br />Conform
<br />Conform
<br />Con f•
<br />Limits of I
<br />earing and Grubbing
<br />Varies— —I
<br />o
<br />�-1 Existing Roadway
<br />Exist. Curb, Gutter `--- ----------
<br />and Sidewalk Grading plane
<br />to remain in place
<br />LONGITUDINAL PLANING DETAIL
<br />Note: Contractor is to plane all Asphalt Concrete
<br />Pavement adjacent to Gutter Lip to a depth of 0.08'
<br />below the Gutter Lip.
<br />Conform ® E.P
<br />DRIVEWAY DETAI
<br />DRAWN BY
<br />DATE
<br />PROJECT ENGINEER
<br />DATE
<br />CHECKED
<br />rEnrigwSihd
<br />09/06
<br />FILE NAME DRAWER
<br />SHEET 110. ACAD
<br />EP
<br />I
<br />9 Q 4'
<br />i
<br />Existing Width Conform
<br />12' Min.
<br />Variable depth Asphalt Concrete
<br />over existing paved driveway.
<br />R= Conform with existing radii
<br />TYPE E
<br />DATE APPROVAL RECOMMENDED
<br />REVISIONS
<br />DATE
<br />COUNTY
<br />DATE
<br />6" Thick
<br />Concrete Ditch Lining
<br />EP,
<br />10 GA.X10 GA. 4"x4"_J
<br />Welded Wire Fabric
<br />Drop Inlet
<br />12" RCP
<br />(Class III)
<br />6" Min.—J
<br />3" Min
<br />Existing Ground
<br />Structure Backfill
<br />Set at Flowline
<br />12" Dia. PVC Pipe
<br />(Class 200)
<br />12"
<br />66""
<br />T
<br />SECTION A -A
<br />!f
<br />Note: The Contract unit price paid for Storm Drainage
<br />Inlet shall include full compensation for furnishing
<br />all labor, materials, tools, equipment, and incidentals
<br />for doing all the work as shown in this detail.
<br />SDI grate to be set 0.10' below new E.P.
<br />16 i ..-_ ,. _..... . -.
<br />rd
<br />21. EXISTING TOPOGRAPHIC INFORMATION SHOWN MAY DIFFER FROM ACTUAL CONDITIONS DUE
<br />TO ONGOING CONSTRUCTION IN THE AREA.
<br />22. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES DURING
<br />CONSTRUCTION AS PER SECTION 10 OF THE STANDARD SPECIFICATIONS OF THE STATE OF
<br />CALIFORNIA AND PER SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS
<br />REQUIREMENTS.
<br />23. ANY CHANGES TO THE APPROVED IMPROVEMENT PLANS AND SPECIFICATIONS MUST BE
<br />PREPARED AND CERTIFIED BY THE "CIVIL ENGINEER", AND SHALL BE SUBMITTED TO THE
<br />DIRECTOR OF PUBLIC WORKS FOR APPROVAL PRIOR TO IMPLEMENTATION.
<br />24. EXISTING DRAINAGE FACILITIES SHALL BE MAINTAINED DURING PERIODS OF INCLEMENT
<br />WEATHER AND RESTORED TO THEIR ORIGINAL CONDITIONS UPON COMPLETION OF THE
<br />WORK.
<br />25, ALL TRAFFIC DELINEATION (SIGNS, STRIPING, RAISED PAVEMENT MARKERS) SHALL BE
<br />RESTORED TO THEIR ORIGINAL CONDITION UPON COMPLETION OF THE WORK.
<br />26. THE CONTRACTOR SHALL NOTIFY THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC
<br />WORKS 24 HOURS IN ADVANCE OF PERFORMING ANY WORK REQUIRED IN THE PLANS.
<br />PHONE: (209)468-3022.
<br />27. CONTRACTOR SHALL PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)
<br />FOR APPROVAL BY SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO THE
<br />START OF CONSTRUCTION.
<br />28. ALL EXISTING TREES, SHRUBS, FENCES, WALKWAYS, DRIVEWAY PIPES, AND OTHER
<br />FRONTAGE IMPROVEMENTS SHALL REMAIN IN PLACE UNLESS OTHERWISE SHOWN ON THE
<br />PLANS OR AS DIRECTED BY THE ENGINEER. ALL REMOVAL AND DISPOSAL COST SHALL BE
<br />CONSIDERED AS INCLUDED IN CLEARING AND GRUBBING.
<br />ON 133HS I a3M'db4
<br />RAL NOT
<br />1, ALL NEW IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THESE
<br />PLANS AND SPECIFICATIONS, AND THE LATEST EDITION OF SAN JOAQUIN COUNTY
<br />STANDARD SPECIFICATIONS AND PLANS AND THE JULY 2002 STATE OF CALIFORNIA
<br />DEPARTMENT OF TRANSPORTATION STANDARD PLANS AND SPECIFICATIONS.
<br />2. THE INTENT IS THAT THESE PLANS REQUIRE ALL LABOR AND MATERIALS (EXCEPT AS
<br />SPECIFIED IN THE SPECIFICATIONS) NECESSARY AND PROPER FOR THE WORK
<br />CONTEMPLATED AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR TRUE
<br />INTENT AND PURPOSE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY
<br />REGARDING ANY DISCREPANCIES AND AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR
<br />SPECIFICATIONS. IF THE PLANS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT
<br />NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICES
<br />TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF THE FIRST QUALITY ARE
<br />TO BE USED.
<br />3. THE TYPES, LOCATION, SIZES, AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS
<br />SHOWN ON THESE PLANS WERE OBTAINED BY THE DESIGN ENGINEER FROM 'OUTSIDE
<br />SOURCES" BELIEVED TO BE RELIABLE. HOWEVER, THE CONTRACTOR IS CAUTIONED THAT
<br />ONLY ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATION, AND
<br />DEPTHS OF SUCH UNDERGROUND UTILITIES,
<br />4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING
<br />UNDERGROUND UTILITIES AND SHALL CONTACT THE RESPECTIVE UTILITY COMPANIES PRIOR
<br />TO COMMENCEMENT OF WORK. HE/SHE SHALL BE RESPONSIBLE FOR THE LOCATION AND
<br />PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF CONSTRUCTION, AND SHALL
<br />NOTIFY UTILITY COMPANIES FORTY—EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION
<br />(UNDERGROUND SERVICE ALERT 1-800-642-2444).
<br />5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 1540 (A)(1) OF THE
<br />CONSTRUCTION SAFETY ORDERS (TITLE 8 CALIFORNIA ADMINISTRATION CODE SECTION
<br />1540), ISSUED BY THE OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD
<br />PURSUANT TO THE CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973, AS
<br />AMENDED, WHICH STATES:
<br />PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO DETERMINE WHETHER
<br />UNDERGROUND INSTALLATION; I.E., SEWER, WATER, FUEL, ELECTRIC LINES, ETC., WILL BE
<br />ENCOUNTERED AND, IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE LOCATED.
<br />WHEN THE EXCAVATION APPROACHES THE APPROXIMATE LOCATION OF SUCH AN
<br />INSTALLATION, THE EXACT LOCATION SHALL BE DETERMINED BY CAREFUL PROBING OR
<br />HAND DIGGING; AND WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE
<br />PROVIDED FOR THE EXISTING INSTALLATION. ALL KNOWN OWNERS OF UNDERGROUND
<br />FACILITIES IN THE AREA CONCERNED SHALL BE ADVISED OF PROPOSED WORK AT LEAST
<br />48 HOURS PRIOR TO THE START OF ACTUAL EXCAVATION.
<br />6. THE CONTRACTOR SHALL PROVIDE SHORING, BRACING, SLOPING OR PROVISIONS TO
<br />PROTECT WORKERS FOR ALL AREAS TO BE EXCAVATED TO A DEPTH OF FIVE FEET OR
<br />MORE, SAID PROTECTION TO BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF
<br />LOCAL, STATE, AND FEDERAL REGULATIONS (CAL—OSHA, OSHA).
<br />7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE REMOVAL AND /OR
<br />RELOCATION OF ALL EXISTING UTILITIES WITH RESPECTIVE UTILITY COMPANIES.
<br />8. FINAL PAVEMENT WORK SHALL NOT OCCUR WITHIN THE ROAD RIGHT—OF—WAY PRIOR TO
<br />COMPLETION OF UTILITY RELOCATION WITHOUT SPECIFIC APPROVAL OF THE SAN JOAQUIN
<br />COUNTY PUBLIC WORKS DEPARTMENT, ALL TRENCHES AND CROSS TRENCHES WITHIN
<br />EXISTING STREETS SHALL BE BACK FILLED AND PAVED WITH TEMPORARY PAVING THE
<br />SAME DAY THE PAVEMENT CUT IS MADE OR COVERED WITH STEEL PLATES AS DIRECTED
<br />BY SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT.
<br />9. ASBESTOS CEMENT MATERIALS SHALL NOT BE USED IN THE CONSTRUCTION OF ANY
<br />FACILITIES WITHIN THIS PROJECT.
<br />10. THE CONTRACTOR SHALL EXPOSE ALL EXISTING SEWER, STORM DRAINS, AND CLEARANCES
<br />OF KNOWN CROSSINGS WITH OTHER UTILITIES BEFORE INSTALLING NEW PIPELINES. IF THE
<br />CONTRACTOR DETERMINES THE EXISTING INVERTS ARE NOT IN CONFORMANCE WITH THE
<br />PLANS, HE SHALL NOTIFY THE ENGINEER BEFORE PERFORMING ANY WORK.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY FIELD CHANGES MADE WITHOUT
<br />WRITTEN AUTHORIZATION FROM THE OWNER REPRESENTATIVE.
<br />11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE SITE AND
<br />SURROUNDING AREAS RESULTING FROM THE CONTRACTOR'S OPERATIONS PRIOR TO
<br />ACCEPTANCE OF THE CONTRACTOR'S WORK.
<br />12. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING
<br />FACILITIES. THE CONTRACTOR IS RESPONSIBLE TO REPAIR, AT THE CONTRACTOR'S
<br />EXPENSE, TO THE SATISFACTION OF SAN JOAQUIN COUNTY, ANY FACILITIES DAMAGED
<br />DURING CONSTRUCTION.
<br />17. ALL WORK IN COUNTY RIGHT—OF—WAY SHALL BE SUBJECT TO THE APPROVAL AND
<br />ACCEPTANCE OF THE SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT.
<br />18. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
<br />CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY
<br />OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND
<br />SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND,
<br />INDEMNIFY AND HOLD HARMLESS THE COUNTY OF SAN JOAQUIN, ITS ELECTED OFFICIALS,
<br />OFFICERS, EMPLOYEES, AND AGENTS FROM ANY AND ALL CLAIMS, COSTS OF LITIGATION,
<br />DAMAGES, AND ATTORNEY'S FEE, FOR PERSONAL INJURY OR PROPERTY DAMAGE OF
<br />WHATEVER NATURE WHICH ARE CLAIMED TO HAVE OCCURRED DURING THE TERM OF THIS
<br />PROJECT.
<br />19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SIGNS FOR ALL REGULATORY
<br />TRAFFIC SIGNS REMOVED DURING THE CONSTRUCTION, AS' APPROVED BY THE ENGINEER.
<br />20. CONTRACTOR SHALL CLEAN ALL EXISTING FRONTAGE DRAINAGE PIPES.
<br />COMPENSATION SHALL BE CONSIDERED AS INCLUDED IN LUMP SUM PRICE PAID FOR
<br />CLEANING EXISTING DRAINAGE FACILITY.
<br />II OF SAN JOAQUIN NO SCALE TYPICAL SECTION & DETAILS GIANONE PARK AREA STORM DRAINAGE IMPROVEMENTS PHASE 1-C SHEET
<br />NO. SHEETS
<br />(Federal Aid Project No. SJC-06-03) 2 8
<br />
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