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ME
<br />� I
<br />Liiaii of Co�sf.'u<f/on
<br />an !/Dodson Road
<br />KEY MAP
<br />Sco/B : /" = 200'
<br />CONSTRUCTION QUANTITIES
<br />12
<br />r Dia. or Sq-..�
<br />Pacific Gas and Electric
<br />Telephone
<br />Pacific Bell
<br />Alaet¢r
<br />(FOR USE OF THE DEPARTMENT OF PUBLIC WORKS ONLY)
<br />1.
<br />., -- Standard Frame and
<br />L7ro;no9 ¢
<br />JAni,n+ SIUN h
<br />9
<br />2.
<br />Refer to the final map of this subdivision for all centerline and property line data.
<br />/
<br />STREET SYSTEM
<br />6„T
<br />Cover Assembly
<br />Contractor shall receive an approved set of plans prior to beginning construction.
<br />b
<br />®
<br />G
<br />4.
<br />Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes neces-
<br />A. C.
<br />i'
<br />,
<br />2000' NW/ FRONTAGE ROAD
<br />sary for completion of work. The Contractor shall be responsible for the preservation of
<br />IWOODSON ROAD TO 900'NE/WOODSON ROAD
<br />Earthwork (.Excavation)
<br />LumpSum
<br />ME
<br />� I
<br />Liiaii of Co�sf.'u<f/on
<br />an !/Dodson Road
<br />KEY MAP
<br />Sco/B : /" = 200'
<br />i
<br />clue C.
<br />carcrefe
<br />CONSTRUCTION QUANTITIES
<br />12
<br />r Dia. or Sq-..�
<br />Pacific Gas and Electric
<br />Telephone
<br />Pacific Bell
<br />Alaet¢r
<br />(FOR USE OF THE DEPARTMENT OF PUBLIC WORKS ONLY)
<br />1.
<br />., -- Standard Frame and
<br />L7ro;no9 ¢
<br />JAni,n+ SIUN h
<br />9
<br />2.
<br />Refer to the final map of this subdivision for all centerline and property line data.
<br />/
<br />STREET SYSTEM
<br />6„T
<br />Cover Assembly
<br />Contractor shall receive an approved set of plans prior to beginning construction.
<br />b
<br />®
<br />G
<br />4.
<br />Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes neces-
<br />A. C.
<br />i'
<br />,r
<br />2000' NW/ FRONTAGE ROAD
<br />sary for completion of work. The Contractor shall be responsible for the preservation of
<br />IWOODSON ROAD TO 900'NE/WOODSON ROAD
<br />Earthwork (.Excavation)
<br />LumpSum
<br />k
<br />all survey and construction stakes. Survey and construction stakes that are lost or
<br />GRADING PLAN
<br />Com'nact Subgrade
<br />36,74 S.F.
<br />z
<br />destroyed due to Contractor's negligence will be set by the Engineer at the Contractor's
<br />11I�
<br />WOODSON -ESTATES
<br />UNIT N0, 1
<br />expense. .-
<br />��
<br />Aggregate Base - Cl. II (0.33')
<br />36,674 S.F.
<br />5.
<br />The Contractor shall take precautionary measures to protect existing underground utilities..
<br />Asphalt Concrete - Type B (0.17') - Includes Driveway
<br />36,674 S.F.
<br />The Contractor shall do no excavation until all utility agencies have been given the op -
<br />o P.CC
<br />Street Signs
<br />4 Each
<br />portunity to mark their facilities in the field.
<br />///
<br />SITL✓ANRNT
<br />6_
<br />Concrete culverts shall conform to ASTM designation C-76.
<br />A B. o.
<br />..
<br />4 Each
<br />7•
<br />Water used in any phase of construction, such as backfill compaction, dust control, testing
<br />J
<br />z
<br />1,705 L.F.
<br />ROAD
<br />or other work herein required, shall be included in the unit price or lump sum bid for
<br />Type "B" Barricade
<br />Backfill with materials equal to or
<br />the respective item of construction.
<br />---------- -� '
<br />Fenre (Well Site - Lot A) includes 2 gates
<br />403 L.F.
<br />8.
<br />better than the existing pavement
<br />6 L Q V d N
<br />_, __
<br />V
<br />-�-Swwy Monument
<br />tions during the course of construction of this project, including safety for all persons
<br />eans><
<br />in quality and thickness.
<br />�
<br />and property; that this requirement shall apply continuously and not be limited to normal
<br />Pavement
<br />UndisturbedExisting
<br />100)(30" iron Pin With
<br />Engineer harmless from any and all liability, real or alleged, in connection with the
<br />performance of work on this project, excepting for liability arising from the sole
<br />Basement $p l
<br />_ Identification Maks
<br />STORM DRAIN
<br />negligence of the Owner or the Engineer.
<br />denotes opprox77note
<br />12" Asbestos Cement Pipe
<br />155 L.F.
<br />9.
<br />Contractor shall give Engineer a minimum of 48 hours notification prior to staking any
<br />utilities.
<br />�V locations of fest
<br />for 50116 Rapbrt
<br />=
<br />compact ktlYmas.byers --1---
<br />o
<br />10.
<br />All work will be required to be inspected by the Department of Public Works. They shall
<br />borings
<br />q Aseoc•
<br />by,/, y.ral7,z07
<br />TYPICAL SECTION
<br />_ 76 L.F.
<br />M
<br />("Min /of
<br />M
<br />StormrDrainPInlet
<br />_ 1 Only
<br />11.
<br />Additional embankment will be obtained on-site from location determined by Engineer to
<br />Grouted Rock Chute & Pipe Spillway
<br />(TYPI 95%Under powmsm and
<br />balance earthwork.
<br />12.
<br />All fill areas will be compacted to 90% R.C. unless otherwise noted.
<br />drouldns, and 90%
<br />_
<br />13.
<br />Any traffic striping, legend and signs damaged during construction are to be
<br />reolaced by the Contractor.
<br />_ outside shaYders.
<br />Fire Hydrant (Rich Ranger #960) and 6" Water
<br />Well (includes Electric &-Mechanical & pipe to 5 from
<br />_ 1 Only
<br />F.H.)_ 1 Only
<br />14.
<br />It is agreed that field conditions may require changes to these plans. It is further
<br />Well Site Grading & Paving
<br />Lump Sum
<br />$
<br />_
<br />-
<br />__
<br />_
<br />deems them to be necessary or desirable for the
<br />proper completion of the work, provided that such changes, alterations or
<br />o
<br />— — —Compact M 24'max iaysn —
<br />— _—
<br />additions
<br />shall not exceed 10% of the original estimate of the cost for the improvements without
<br />`,
<br />prior approval of the surety.
<br />to a minimum —
<br />.relative compoction p
<br />r A /%
<br />A
<br />of 9s %.
<br />SUR
<br />3 a
<br />CIO
<br />com pact in 6" layers
<br />o
<br />i
<br />1111
<br />-
<br />-
<br />10" 0. D. 10" re a minimum 10" 0. D. 10"
<br />�eaxtnpaetion l"10O.D.+20"MoxMax'
<br />Max.ll X.
<br />ONU
<br />0. D.+ 20 Max. at
<br />e� Raised Letters
<br />UNDER PAVEMENT OUTSIDE SHOULDER
<br />f
<br />AND SHOULDER
<br />�t
<br />Cover FranN
<br />lift
<br />Holes -al■ '-k" Material!
<br />Cast Iron
<br />NOTES
<br />1. Relative compaction of materials shall be tested by the State of California,
<br />—
<br />of Transportation Testing Manual, test method No. California 216 or 231.
<br />IDept.
<br />N
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation,
<br />the street Right of Way.
<br />3. No jetting or ponding shall be permitted within
<br />4. *When shown by soil composition and conpactibility, ninety percent (90 %)
<br />compaction may be used, when approved by the Director of Public Works.
<br />N
<br />1="
<br />6" Diameter
<br />;
<br />SECTION A -A
<br />SUURRV,�E�Y�MONUME T
<br />TYPICAL TRENCH BACKFILL
<br />c
<br />FRAME 5 COVER ASSEMBLY
<br />1 -- -
<br />NO.
<br />DATE
<br />REVISIONS _
<br />BY
<br />DESIGN �6r'
<br />DRAWN BY .SE+`-'
<br />�s
<br />APPROV-ED
<br />I
<br />6-20-85
<br />$evised 'W 3:J. Co. R vonstruction of ftDUW
<br />E. S,
<br />ROAD
<br />,
<br />;�
<br />z
<br />JSu
<br />#ED.
<br />"
<br />HENRY M IRAT R .21258 '
<br />R.C.E. "=. 4
<br />DATE `�-f
<br />.5
<br />SAN JO OUIN C UNTY DIRECTOR OF PUBLIC WORKS
<br />7
<br />i
<br />clue C.
<br />carcrefe
<br />APPROVED BY
<br />�)- -13i4
<br />HI F - WOODBRIDGE FIRE DI ICT DATE
<br />- S," ,3W Or 3" y. SAN JOAQUIN FIRE WARDEN DATE
<br />MAIN loo ��. sar _ s -z3 -may
<br />_ QUILOCAL HEALTH DISTRICT DATE
<br />�" Elie
<br />TYPICAL ATIM ME
<br />NOTE:
<br />1. Ona sMN skin is relluired
<br />at each ikklNNCOW
<br />2 Drnslasiana for block numbers
<br />ars for location of numbed
<br />MAIN $T71
<br />street Sign
<br />MON O
<br />.1
<br />-Egoof Povomoat,OR
<br />Bock of si - cok, OR
<br />•9 Beek of Curb.
<br />- r
<br />js�919"1161; �
<br />ISI' --1 :,
<br />TYPICAL STREET SM
<br />NOTALLTSS IIT
<br />STANDARD STREET SIGN DETAILS
<br />Y
<br />BAU M BAC H & PI
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELN
<br />95240
<br />IZ Z A
<br />CONSTRUCTION QUANTITIES
<br />GENERAL NOTES
<br />Pacific Gas and Electric
<br />Telephone
<br />Pacific Bell
<br />Alaet¢r
<br />(FOR USE OF THE DEPARTMENT OF PUBLIC WORKS ONLY)
<br />1.
<br />All work shall conform to these plans and any special provisions for this project.
<br />L7ro;no9 ¢
<br />JAni,n+ SIUN h
<br />9
<br />2.
<br />Refer to the final map of this subdivision for all centerline and property line data.
<br />/
<br />STREET SYSTEM
<br />3.
<br />Contractor shall receive an approved set of plans prior to beginning construction.
<br />b
<br />®
<br />G
<br />4.
<br />Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes neces-
<br />3200'NW/FRONTAGE ROAD
<br />Clearing & Grubbing & Grading
<br />Lump Sum
<br />2000' NW/ FRONTAGE ROAD
<br />sary for completion of work. The Contractor shall be responsible for the preservation of
<br />IWOODSON ROAD TO 900'NE/WOODSON ROAD
<br />Earthwork (.Excavation)
<br />LumpSum
<br />k
<br />all survey and construction stakes. Survey and construction stakes that are lost or
<br />GRADING PLAN
<br />Com'nact Subgrade
<br />36,74 S.F.
<br />z
<br />destroyed due to Contractor's negligence will be set by the Engineer at the Contractor's
<br />11I�
<br />WOODSON -ESTATES
<br />UNIT N0, 1
<br />expense. .-
<br />��
<br />Aggregate Base - Cl. II (0.33')
<br />36,674 S.F.
<br />5.
<br />The Contractor shall take precautionary measures to protect existing underground utilities..
<br />Asphalt Concrete - Type B (0.17') - Includes Driveway
<br />36,674 S.F.
<br />The Contractor shall do no excavation until all utility agencies have been given the op -
<br />Street Signs
<br />4 Each
<br />portunity to mark their facilities in the field.
<br />///
<br />SITL✓ANRNT
<br />6_
<br />Concrete culverts shall conform to ASTM designation C-76.
<br />Survey Monuments -
<br />4 Each
<br />7•
<br />Water used in any phase of construction, such as backfill compaction, dust control, testing
<br />J
<br />6" Asphalt Concrete Dike
<br />1,705 L.F.
<br />ROAD
<br />or other work herein required, shall be included in the unit price or lump sum bid for
<br />Type "B" Barricade
<br />1 Only
<br />the respective item of construction.
<br />---------- -� '
<br />Fenre (Well Site - Lot A) includes 2 gates
<br />403 L.F.
<br />8.
<br />Contractor agrees that he shall assume sole and complete responsibility for job site condi-
<br />6 L Q V d N
<br />_, __
<br />V
<br />tions during the course of construction of this project, including safety for all persons
<br />eans><
<br />a
<br />�
<br />and property; that this requirement shall apply continuously and not be limited to normal
<br />working hours, and that Contractor shall defend, indemnify, and hold the Owner and the
<br />Engineer harmless from any and all liability, real or alleged, in connection with the
<br />performance of work on this project, excepting for liability arising from the sole
<br />o
<br />STORM DRAIN
<br />negligence of the Owner or the Engineer.
<br />denotes opprox77note
<br />12" Asbestos Cement Pipe
<br />155 L.F.
<br />9.
<br />Contractor shall give Engineer a minimum of 48 hours notification prior to staking any
<br />utilities.
<br />�V locations of fest
<br />for 50116 Rapbrt
<br />18" Cult ( CMP)
<br />ver
<br />_
<br />66 L.F.
<br />10.
<br />All work will be required to be inspected by the Department of Public Works. They shall
<br />borings
<br />q Aseoc•
<br />by,/, y.ral7,z07
<br />18„
<br />_ 76 L.F.
<br />DATUM
<br />be notified not less than 24 hours in advance of commencement of work.
<br />1
<br />pafad Juna Z? its¢
<br />StormrDrainPInlet
<br />_ 1 Only
<br />11.
<br />Additional embankment will be obtained on-site from location determined by Engineer to
<br />Grouted Rock Chute & Pipe Spillway
<br />Lump Sum
<br />balance earthwork.
<br />12.
<br />All fill areas will be compacted to 90% R.C. unless otherwise noted.
<br />WATER
<br />13.
<br />Any traffic striping, legend and signs damaged during construction are to be
<br />reolaced by the Contractor.
<br />Fire Hydrant (Rich Ranger #960) and 6" Water
<br />Well (includes Electric &-Mechanical & pipe to 5 from
<br />_ 1 Only
<br />F.H.)_ 1 Only
<br />14.
<br />It is agreed that field conditions may require changes to these plans. It is further
<br />Well Site Grading & Paving
<br />Lump Sum
<br />agreed that the Director of Public Works may require changes, alterations or additions
<br />to these plans., when the Director
<br />_
<br />deems them to be necessary or desirable for the
<br />proper completion of the work, provided that such changes, alterations or
<br />additions
<br />shall not exceed 10% of the original estimate of the cost for the improvements without
<br />prior approval of the surety.
<br />APPROVED BY
<br />�)- -13i4
<br />HI F - WOODBRIDGE FIRE DI ICT DATE
<br />- S," ,3W Or 3" y. SAN JOAQUIN FIRE WARDEN DATE
<br />MAIN loo ��. sar _ s -z3 -may
<br />_ QUILOCAL HEALTH DISTRICT DATE
<br />�" Elie
<br />TYPICAL ATIM ME
<br />NOTE:
<br />1. Ona sMN skin is relluired
<br />at each ikklNNCOW
<br />2 Drnslasiana for block numbers
<br />ars for location of numbed
<br />MAIN $T71
<br />street Sign
<br />MON O
<br />.1
<br />-Egoof Povomoat,OR
<br />Bock of si - cok, OR
<br />•9 Beek of Curb.
<br />- r
<br />js�919"1161; �
<br />ISI' --1 :,
<br />TYPICAL STREET SM
<br />NOTALLTSS IIT
<br />STANDARD STREET SIGN DETAILS
<br />Y
<br />BAU M BAC H & PI
<br />CIVIL ENGINEERS
<br />SURVEYORS
<br />323 W. ELN
<br />95240
<br />IZ Z A
<br />VICINITY MAP
<br />M, -/, S.
<br />KEY MAP
<br />r. LOCI, CALIF.
<br />209-369-6696
<br />SERVICES
<br />7k\\
<br />Natural Gas and Electric
<br />Pacific Gas and Electric
<br />Telephone
<br />Pacific Bell
<br />Alaet¢r
<br />Pri✓afa. JJ&J(
<br />v
<br />i
<br />L7ro;no9 ¢
<br />JAni,n+ SIUN h
<br />9
<br />--`"I�
<br />SHEET
<br />INDEX
<br />-
<br />Io-- KEY SHEET
<br />I
<br />b
<br />®
<br />G
<br />2000'NW/FRONTAGE ROAD TO
<br />3200'NW/FRONTAGE ROAD
<br />16()0' NW/ FRONTAGE ROAD TP
<br />2000' NW/ FRONTAGE ROAD
<br />IWOODSON ROAD TO 900'NE/WOODSON ROAD
<br />8 LOT "A" DETAILS
<br />k
<br />coa�.ce ROAD
<br />GRADING PLAN
<br />z
<br />SHEET I OF 7
<br />11I�
<br />WOODSON -ESTATES
<br />UNIT N0, 1
<br />S-
<br />TRACT N0. 1742TILE
<br />SUBDIVISION IMPROVEMENTS
<br />� Grp
<br />NO.�-0
<br />a
<br />o,,.
<br />sccus'H
<br />SITL✓ANRNT
<br />q.
<br />�
<br />J
<br />✓wNRNT
<br />ROAD
<br />+,
<br />cn /ND's
<br />;p
<br />V
<br />r
<br />F q/RPORT
<br />a
<br />�
<br />b
<br />o
<br />v
<br />P6L T/ER
<br />RogD
<br />DATUM
<br />VICINITY MAP
<br />M, -/, S.
<br />KEY MAP
<br />r. LOCI, CALIF.
<br />209-369-6696
<br />SERVICES
<br />Natural Gas and Electric
<br />Pacific Gas and Electric
<br />Telephone
<br />Pacific Bell
<br />Alaet¢r
<br />Pri✓afa. JJ&J(
<br />6Ak,7;2,acy S¢w¢r
<br />64pti
<br />L7ro;no9 ¢
<br />JAni,n+ SIUN h
<br />9
<br />--`"I�
<br />SHEET
<br />INDEX
<br />-
<br />Io-- KEY SHEET
<br />I
<br />i
<br />— 3200'NW/FRONTAGE ROAD TO
<br />4100'NW/FRONTAGE ROAD j
<br />2000'NW/FRONTAGE ROAD TO
<br />3200'NW/FRONTAGE ROAD
<br />16()0' NW/ FRONTAGE ROAD TP
<br />2000' NW/ FRONTAGE ROAD
<br />IWOODSON ROAD TO 900'NE/WOODSON ROAD
<br />8 LOT "A" DETAILS
<br />k
<br />GRADING PLAN
<br />SHEET I OF 7
<br />11I�
<br />WOODSON -ESTATES
<br />UNIT N0, 1
<br />JOB NO. 8008
<br />TRACT N0. 1742TILE
<br />SUBDIVISION IMPROVEMENTS
<br />� Grp
<br />NO.�-0
<br />
|