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TRACT N0. 2576
<br />AIRPORT WAY PARK
<br />(SU -92-5)
<br />UNION PACIFIC RAILROAD
<br />PROJECT PLANS FOR
<br />I��]IY:I
<br />SIEGFRIED ENGINEERING, INC.
<br />STO C KTO N , CALIFORNIA
<br />WIDENING
<br />CIVIL ENGINEERS
<br />NOVEMBER, 1993
<br />TO BE SUPPLEMENTED BY STANDARD PANS DATED JULY,1 992
<br />I
<br />EXISTING
<br />GROUND
<br />F1'c
<br />GENERAL NOTES:
<br />WATER LINE
<br />THE FOLLOWING SPECIFICATIONS ARE TO SUPPLEMENT THE LATEST EDITION
<br />TELEPHONE
<br />OF THE SAN JOAQUIN COUNTY IMPROVEMENT STANDARDS ADOPTED BY
<br />"Yp
<br />ORDINANCE NO. 3662. ALL CONSTRUCTION AND MATERIALS SHALL BE IN
<br />PAVEMENT
<br />ACCORDANCE WITH THE LATEST EDITION OF THE SAN JOAQUIN COUNTY
<br />( 0.40' DEEP LIFT AC )
<br />IMPROVEMENT STANDARDS.
<br />0
<br />1. SPECIAL NOTICES AND PERMITS
<br />GROUND ELEVATION
<br />A. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE
<br />PAVEMENT ELEVATION
<br />IN HIS POSSESSION THE FOLLOWING PERMITS AND PLANS:
<br />ti
<br />• CONTRACTOR SHALL HAVE RECEIVED COUNTY APPROVED
<br />R.T.
<br />PLANS PRIOR TO CONSTRUCTION.
<br />DRIVEWAY
<br />• CONTRACTOR SHALL HAVE NOTIFIED ALL UTILITY
<br />E.C.
<br />COMPANIES AFFECTED BY THE DEVELOPMENT PRIOR TO
<br />SHLD.
<br />BEGINNING OF WORK.
<br />EDGE OF PAVEMENT
<br />• CONTRACTOR SHALL HAVE NOTIFIED "UNDERGROUND SERVICE
<br />os
<br />0
<br />ALERT" (PHONE 800-642-2444) 48 HOURS IN ADVANCE
<br />BEFORE ANY DIGGING.
<br />C)
<br />• CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION
<br />O
<br />OF ALL EXISTING MONUMENTS AND/OR OTHER SURVEY
<br />MONUMENTS AND SHALL NOTIFY SAN JOAQUIN COUNTY
<br />MOUNT DIABLO BASE AND MERIDIAN
<br />SURVEYOR OF ANY DAMAGED OR REMOVED COUNTY, STATE OR
<br />M.H.
<br />FEDERAL MONUMENTS.
<br />• THE CONTRACTOR SHALL HAVE VERIFIED ALL STREET NAMES
<br />ORIGINAL GROUND
<br />WITH COMMUNITY DEVELOPMENT DEPARTMENT BEFORE
<br />Z
<br />0
<br />ORDERING STREET SIGNS.
<br />2. EXCAVATION OF 5 FEET, OR MORE, IN DEPTH WILL REQUIRE AN
<br />EXCAVATION PERMIT FROM THE STATE OF CALIFORNIA DEPARTMENT OF
<br />INDUSTRIAL SAFETY.
<br />NN
<br />3. CONTRACTOR SHALL NOTIFY SAN JOAQUIN COUNTY DEPARTMENT OF
<br />PUBLIC WORKS 24 HOURS IN ADVANCE OF PERFORMING ANY WORK
<br />VICINITY
<br />REQUIRED IN THE PLANS. PHONE (209) 468-3022.
<br />4. ALL IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
<br />ADOPTED STANDARDS OF SAN JOAQUIN COUNTY.
<br />5. BENCHMARK AS SHOWN ON SHEET 2.
<br />6. ELEVATIONS ARE REFERRED TO U.S.G.S. DATUM AND ARE BASED ON SAN
<br />JOAQUIN COUNTY CO. B.M. NO. 218, ELEVATION 24.57.
<br />7. ALL STATIONS REFER TO DISTANCES ALONG STREET CENTERLINE.
<br />8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING
<br />IMPROVEMENTS FROM DAMAGE. COST OF REPLACING EXISTING
<br />IMPROVEMENTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEMS
<br />REQUIRING REMOVAL AND REPLACEMENT OF EXISTING IMPROVEMENTS.
<br />9. WHENEVER PAVEMENT IS BROKEN OR CUT IN THE INSTALLATION OF THE
<br />WORK COVERED BY THE SPECIFICATIONS, THE PAVEMENT SHALL BE
<br />REPLACED AFTER PROPER BACKFILLING WITH PAVEMENT MATERIALS
<br />EQUAL TO OR BETTER THAN THE MATERIALS USED IN THE ORIGINAL
<br />PAVING.
<br />10. DRAWING NUMBERS SHOWN ON PLANS REFER TO SAN JOAQUIN COUNTY
<br />STANDARD DETAILS.
<br />11. THE CONTRACTOR SHALL CHECK WITH THE UTILITY COMPANIES AND
<br />VERIFY ALL UTILITY LOCATIONS. IT SHALL BE THE CONTRACTOR'S
<br />SOLE RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO THAT
<br />NO DAMAGE RESULTS TO THEM DURING THE PERFORMANCE OF HIS
<br />CONTRACT. CONTRACTOR SHALL BE REQUIRED TO COOPERATE WITH
<br />OTHER CONTRACTORS AND UTILITY COMPANIES INSTALLING NEW
<br />STRUCTURE, UTILITIES AND SERVICE FOR THE DEVELOPMENT.
<br />12. PAYMENT FOR PAVEMENT WILL BE MADE ONLY FOR AREAS SHOWN ON
<br />PLANS. REPLACEMENT OF PAVEMENT WHICH IS BROKEN OR CUT IN THE
<br />INSTALLATION OF THE WORK COVERED BY THESE SPECIFICATIONS, AND
<br />WHICH LIES OUTSIDE OF THE SAID AREAS, SHALL BE INCLUDED IN THE
<br />STREET CONTRACTOR'S UNIT PRICE BID FOR PAVEMENT, AND NO
<br />ADDITIONAL PAYMENT SHALL BE MADE FOR SUCH WORK.
<br />13. CONTRACTOR SHALL OBTAIN ENCROACHMENT PERMIT FROM SAN JOAQUIN
<br />COUNTY PRIOR TO PERFORMING WORK ON ANY COUNTY RIGHT-OF-WAY.
<br />14. "ENGINEER" REFERS TO SIEGFRIED ENGINEERING, INC., CONSULTING
<br />CIVIL ENGINEERS.
<br />15. CONTRACTOR AGREES: THAT HE SHALL ASSUME SOLE AND COMPLETE
<br />RESPONSIBILITY FOR JOBSITE CONDITIONS DURING THE COURSE OF
<br />CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS
<br />AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
<br />AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
<br />CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNERS,
<br />THE COUNTY OF SAN JOAQUIN, AND THE ENGINEER HARMLESS FROM
<br />ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
<br />THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR THE
<br />LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNERS, THE
<br />COUNTY OF SAN JOAQUIN OR THE ENGINEER.
<br />16. CONTRACTOR'S ATTENTION IS CALLED TO THE FOLLOWING:
<br />SECTION 1540 (A)(1) OF THE CONSTRUCTION SAFETY ORDERS (TITLE
<br />8 CALIFORNIA ADMINISTRATION CODE SECTION 1540), ISSUED BY THE
<br />OCCUPATIONAL SAFETY AND HEALTH STANDARDS BOARD PURSUANT TO THE
<br />CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT OF 1973 AS
<br />AMENDED WHICH STATES:
<br />(1) "PRIOR TO OPENING AN EXCAVATION, EFFORT SHALL BE MADE TO
<br />DETERMINE WHETHER UNDERGROUND INSTALLATION; I.E., SEWER,
<br />WATER, FUEL, ELECTRIC LINES, ETC., WILL BE ENCOUNTERED
<br />AND, IF SO, WHERE SUCH UNDERGROUND INSTALLATIONS ARE
<br />LOCATED. WHEN THE EXCAVATION APPROACHES THE APPROXIMATE
<br />LOCATION OF SUCH AN INSTALLATION, THE EXACT LOCATION
<br />SHALL BE DETERMINED BY CAREFUL PROBING OR HAND DIGGING;
<br />AND, WHEN IT IS UNCOVERED, ADEQUATE PROTECTION SHALL BE
<br />PROVIDED FOR THE INSTALLATION. ALL KNOWN OWNERS OF
<br />UNDERGROUND FACILITIES IN THE AREA CONCERNED SHALL BE
<br />ADVISED OF PROPOSED WORK AT LEAST 48 HOURS PRIOR TO THE
<br />START OF ACTUAL EXCAVATION, BY CALLING USA ® (800)642-
<br />2444.
<br />17. WORK IN STREET RIGHT-OF-WAY IS SUBJECT TO THE APPROVAL AND
<br />ACCEPTANCE OF THE SAN JOAQUIN COUNTY PUBLIC WORKS DEPARTMENT.
<br />18. CONSTRUCTION STAKING IS NORMALLY PERFORMED BY THE ENGINEER WHO
<br />PREPARES THE PLAN, THEREBY PERMITTING APPROPRIATE ON-SITE
<br />INTERPRETATION AND ADJUSTMENT OF THE PLANS, IF NECESSARY.
<br />THIS NOTE GIVES FORMAL NOTICE THAT THE FIRM OF SIEGFRIED
<br />ENGINEERING, INC. CANNOT, AND WILL NOT, TAKE RESPONSIBILITY FOR
<br />ERRORS OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD
<br />HAVE BEEN AVOIDED OR DETECTED AND/OR CORRECTED OR MITIGATED
<br />HAD SIEGFRIED ENGINEERING, INC. PERFORMED THE CONSTRUCTION
<br />STAKING WORK.
<br />n
<br />19. CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES AT ALL TIMES
<br />�vJ
<br />DURING CONSTRUCTION AS PER SECTION 10 OF THE STANDARD
<br />SPECIFICATIONS OF THE STATE OF CALIFORNIA AND PER SAN JOAQUIN
<br />COUNTY, DEPARTMENT OF PUBLIC WORKS REQUIREMENTS.
<br />20. TRAFFIC SIGNALS AND MARKINGS SHALL CONFORM TO THE MANUAL OF
<br />UNIFORM TRAFFIC CONTROL DEVICES AND SAN JOAQUIN COUNTY STANDARDS.
<br />AND AS SHOWN ON THE PLANS.
<br />TRACT N0. 2576
<br />AIRPORT WAY PARK
<br />(SU -92-5)
<br />UNION PACIFIC RAILROAD
<br />PROJECT PLANS FOR
<br />I��]IY:I
<br />SIEGFRIED ENGINEERING, INC.
<br />STO C KTO N , CALIFORNIA
<br />WIDENING
<br />CIVIL ENGINEERS
<br />NOVEMBER, 1993
<br />TO BE SUPPLEMENTED BY STANDARD PANS DATED JULY,1 992
<br />I
<br />EXISTING
<br />GROUND
<br />F1'c
<br />G
<br />WATER LINE
<br />ti
<br />TELEPHONE
<br />T
<br />"Yp
<br />E
<br />PAVEMENT
<br />Lo
<br />( 0.40' DEEP LIFT AC )
<br />SITE
<br />0
<br />X X
<br />GROUND ELEVATION
<br />10
<br />z
<br />PAVEMENT ELEVATION
<br />ROAO
<br />ti
<br />105.00
<br />R.T.
<br />J r
<br />� 3
<br />DRIVEWAY
<br />S.P.
<br />E.C.
<br />END OF CURVE
<br />SHLD.
<br />ROTH ROAD
<br />MANILA ROAD
<br />EDGE OF PAVEMENT
<br />os
<br />0
<br />EXISTING
<br />J
<br />C)
<br />O
<br />O
<br />U U
<br />Qa rZ
<br />MOUNT DIABLO BASE AND MERIDIAN
<br />M.H.
<br />MANHOLE
<br />z a
<br />s
<br />ORIGINAL GROUND
<br />Z
<br />0
<br />o
<br />,1 $ _
<br />NN
<br />LATHROP ROAD
<br />Iv
<br />VICINITY
<br />MAP
<br />NOT TO SCALE
<br />72'
<br />16' I _ 161±
<br />EXISTING PAVING
<br />NOTE: AT TIME THE CONTRACT IS AWARDED,
<br />THE CONTRACTOR SHALL POSSESS A
<br />CLASS A LICENSE.
<br />VARIES
<br />EXISTING PAVING SEE PLAN &
<br />I- CROSS SECTIONS
<br />W
<br />Z_
<br />15' ' 1'±PAVEMENT
<br />EXISTING PAVING
<br />VARIES
<br />TYPICAL SECTION
<br />NOT TO SCALE
<br />NORTH
<br />REMOVAL &
<br />REPLACEMENT
<br />(0.4' DEEP LIFT AC)
<br />VARI
<br />NEW PAVING -/
<br />(0.4' DEEP LIFT AC)
<br />T. I . = 8.0
<br />R„ VALUE = 70
<br />G.E. = 0.77
<br />0.4' A.B. SHOULDER
<br />RECONSTRUCTED I EXISTING
<br />ROADSIDE DITCH GROUND
<br />(SEE PLAN)
<br />7ALTERNATE SECTION
<br />NEW FLOWLINE TO MATCH
<br />EXISTING FLOWLINE
<br />LEGEND:
<br />DESCRIPTION TO BE CONSTRUCTED
<br />STORM SEWER a"u
<br />GAS LINE
<br />G
<br />WATER LINE
<br />8„W
<br />TELEPHONE
<br />T
<br />ELECTRIC LINE
<br />E
<br />PAVEMENT
<br />B.C.
<br />( 0.40' DEEP LIFT AC )
<br />RAW
<br />FENCE
<br />X X
<br />GROUND ELEVATION
<br />10
<br />z
<br />PAVEMENT ELEVATION
<br />1/
<br />FLOWLINE ELEVATION
<br />105.00
<br />RIGHT-OF-WAY LINE - -
<br />CENTERLINE
<br />PUBLIC UTILITY - -
<br />EASEMENT
<br />MONUMENT BOX O
<br />DIRECTION OF FLOW OF
<br />ROADSIDE DITCH
<br />FLOWLINE OF ROADSIDE
<br />DITCH
<br />AGGREGATE BASE
<br />STANDARD MANHOLE O
<br />( STANDARD DWG. D-17)
<br />ABBREVIATIONS:
<br />A.C.
<br />ASPHALT CONCRETE
<br />P.
<br />A.B.
<br />AGGREGATE BASE
<br />P_
<br />A.S.B.
<br />AGGREGATE SUB BASE
<br />P.U.E.
<br />B.C.
<br />BEGINNING OF CURVE
<br />RAW
<br />(i
<br />CENTERLINE
<br />R.C.P.
<br />C.S.P.
<br />CORRUGATED STEEL PIPE
<br />R.D.
<br />D.F.
<br />DOUGLAS FIR
<br />R.T.
<br />D. R.
<br />DRIVEWAY
<br />S.P.
<br />E.C.
<br />END OF CURVE
<br />SHLD.
<br />E.P.
<br />EDGE OF PAVEMENT
<br />EXIST.
<br />EXISTING
<br />FL
<br />FLOWLINE
<br />L.F.
<br />LINEAR FEET
<br />M.D.B.& M.
<br />MOUNT DIABLO BASE AND MERIDIAN
<br />M.H.
<br />MANHOLE
<br />O.G.
<br />ORIGINAL GROUND
<br />EXISTING
<br />- E - -
<br />-X -X
<br />105.OGND
<br />EXIST.
<br />105.00P
<br />EXIST.
<br />105.00
<br />EXIST.
<br />PAVEMENT
<br />PROPERTY LINE
<br />PUBLIC UTILITY EASEMENT
<br />RIGHT OF WAY
<br />REINFORCED CONCRETE PIPE
<br />REMOVE AND DISPOSE
<br />RIGHT
<br />STANDARD PLANS
<br />SHOULDER
<br />INDEX:
<br />SHEET NO. DESCRIPTION
<br />1 VICINITY MAP, GENERAL NOTES,
<br />LEGEND, INDEX AND ABBREVIATIONS
<br />2 ROTH ROAD WIDENING
<br />3 CROSS SECTIONS
<br />4 PAVEMENT DELINEATION PLAN
<br />R E V I S 1 0 N S
<br />SIEGFRIED ENGINEERING, Inc.
<br />SCALE: NO SCALE
<br />-
<br />C R I P T 1 0 N
<br />DATE
<br />BY
<br />DATE: NOVEMBER, 1993
<br />JOB NO. 7690-R
<br />Civil Engineering ■ Land Surveying ■ Structural Engineering ■ Planning 9E
<br />4045 Coronado Ave. ■ Stockton, CA 9520A-2396 ■�j 209 43-2021 • FAX 209 942-0214
<br />Job No. 7690-R Submitted By J � R.C.E. No. 17.351 Exp. 6/30/93
<br />DRAWN RAC
<br />DESIGN RGC
<br />CHECKED RGC
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED:
<br />IDIRECTOR OF PUBLIC WORKS
<br />UNION PACIFIC RAILROAD
<br />ROTH ROAD WIDENING
<br />VICINITY MAP, GENERAL NOTES,
<br />LEGEND, INDEX AND ABBREVIATIONS
<br />DATE:
<br />R.C.E. NO:
<br />EXP. DATE;
<br />SHEET
<br />1
<br />OF FOUR
<br />70MPUM FILE N0.
<br />7690-ROl
<br />)RAVANG FILE N0.
<br />G-4809
<br />
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