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VICINITY MAP
<br />NT.3.
<br />Datum'
<br />S.G.S. SenchfnarkNo- 19 131907 45 Elevation- 46.40
<br />APPROVED BY
<br />SERVICES:
<br />Sewage —Woodbridge Sanitary District
<br />Natural Cass- Pacific Gas e, Electric
<br />Telephone — Pacific Telephone 4 Tele raph
<br />Water - Woodbridge Maintenance Di6trict
<br />Drolhoge- Private
<br />Cable T.V. - Lodi Coble T.Y',
<br />Interior Street water, e, Sewgge — Private
<br />NOTES:
<br />I. Construct expansion Joints a zoo' maximum and at returns around light poles,
<br />hydrants and other fixed objects at sidewalk.
<br />Z. Transverse weakened plane points shall be constructed It 12' maximum intervals,
<br />`z4e ��-_ ORANGE STREET
<br />Broom Fin6h— Weakekd Broom Cans f
<br />W. 1 1'•0" I I Plate Jointer 1-0" 7Fmish Level Line ;r Between Academy St� �
<br />C4 S.P R.R_ CO,
<br />30
<br />R/f3' varies
<br />Wi/3.7t Y/irie5
<br />ofPa/ir/7% a,-4-4w"age
<br />m
<br />in, inside „
<br />7 '/a /f/irl -Z.B % 4X•
<br />8" Water Valve
<br />Fire Hydrant Assembly (Includes
<br />Tee valve, 6" water lateral &
<br />Rich Ranger #945 or equal)
<br />2"Water Service
<br />10" Water _
<br />10" Water Valve
<br />Blow -Off
<br />STRUCTURAL
<br />66ale ,
<br />/'1 = 5' Vert f
<br />r/4"p!r 1'-o" _ : !
<br />a A -
<br />T,
<br />1 d
<br />a T
<br />1
<br />L Dowels*5 orsiaDlax 34"
<br />spaced lz" 0.G. greased and
<br />wrapped Ont side through
<br />every exponsion joint
<br />CURB GUTTER & SIDEWALK DETAIL
<br />JOAQUIN LOCAL AALTH DISTRICT
<br />—WOODBRIDGE SANT RY DISTRICT
<br />��SAN JOAQUIN FIRE WARDEN
<br />LEONARD
<br />Fire Chief t
<br />---WGODBFt4D49E- MAINTENANCE DISTRICT
<br />/bee Detc�f
<br />G� tCrre• � ��%r b
<br />G"Gomfaaca` O. ti ©AoXX6.
<br />LI LA
<br />STR
<br />36' Between ACOdemy St. C4 W.I_0 Conal
<br />Exiy� �qqc ofPavm/`
<br />!,D '/e.flirl.— A4'/.NAX
<br />fe4 `hcr os neccSsory
<br />fa A3Pha/t GoriG • TYPe Ile"
<br />4" A99.eAAo>`e moose N c� -
<br />Gvmo�Jc> to 95 0jo RC
<br />Cora • Ori ino/ Graur�ca''
<br />02
<br />��.
<br />t 5t,
<br />SECTIONS
<br />Ri6
<br />Value = 5'
<br />T
<br />I = 5'
<br />2" fl9j1f7olf CD/7G . Tyre �B "
<br />Gom�ac", fv 9y'/v QG
<br />G" Goinoact Ori9ina/ Groun�/ _
<br />fo 920/0 R.G. Between
<br />0 a, W, -
<br />Graq'a --
<br />6 ' .< <.lt o rr. e/ev, 1�
<br />�E!= c
<br />1 —
<br />t';oerFf
<br />f
<br />ACADEMY
<br />,
<br />4'*
<br />Exist ovule of .oavm,
<br />a�
<br />t,
<br />3 'ea
<br />3 Ea'
<br />652
<br />LF
<br />GENERAL NOTES
<br />CONSTRUCTION
<br />QUANTITIES
<br />1.
<br />All work shall conform to these plans and any special provisions for this project.
<br />STREET SYSTEM
<br />2.
<br />$T.
<br />Refer to the final map of this subdivision for all centerline and property line data.
<br />Clearing & Grubbing
<br />L 41177P Suri?
<br />INDIANA 3.
<br />The street light system shall be installed by Pacific Gas & Electric Company.
<br />Roadway Excavation
<br />237
<br />C Y
<br />4.
<br />Conctractor shall receive an approved set of plans prior to beginning construction.
<br />Cempact'Original Ground
<br />/ 2 3 2 D
<br />S F
<br />5.
<br />Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes
<br />Concrete Subgrade Compaction_
<br />5, 95 S
<br />S f
<br />necessary for completion of work. The Contractor shall be responsible for the preserva-
<br />Aggregate Base Cl. II
<br />/2, -9 7 0
<br />S F
<br />tion of all survey and construction stakes. Survey and construction stakes that are
<br />Asphalt Concrete Type B
<br />131-950
<br />S F
<br />lost or destroyed due to Contractor's negligence will be set by the Engineer at the
<br />Square Type Curb &Gutter
<br />Gro 9
<br />Z Or
<br />Contractor's expense.
<br />4' Sidewalk
<br />2 8 8
<br />3
<br />S F
<br />6.
<br />The Contractor shall take precautionary measures to protect existing underground
<br />Commercial Driveway, S,n.rrralk
<br />C
<br />13
<br />S F
<br />utilities. The Contractor shall do no excavation until all utility agencies have been
<br />Commercial Curb &Gutter
<br />/ 2 7
<br />L F
<br />given the opportunity to mark their facilities in the field.
<br />Street Sign
<br />2
<br />EO
<br />7.
<br />I
<br />On-site services, fire hydrant laterals, and street light conduit shall be installed
<br />Street Li lits s
<br />9
<br />prior to curb and gutter construction. All underground utilities within the street
<br />i~-
<br />Parcel's �l swank
<br />LUMP SUM
<br />area, includingas and telephone lines, shall De installed prior to paving.
<br />9 P P P g•
<br />Parcel "A" Well_ Mechanical & Electricals_
<br />LUMP M
<br />8.
<br />All manholes to be set flush with finish grade unless otherwise indicated.
<br />Parcel "B" Sitework
<br />G
<br />NQ
<br />9.
<br />-10.
<br />All water lines shall have a minimum cover of 3' - 0".
<br />Parcel "B" 6.0 "tRe-cha-rlical & Electrical)
<br />,[4/�y//a,
<br />LUMPa'rlw
<br />N
<br />Water used in any phase of construction, such as backfill compaction, dust control,
<br />testing or other work herein required shall be included in the unit price or lump sun
<br />bid for the respective item of construction.
<br />`
<br />11.
<br />Contractor agrees that he shall assume sole and complete responsibility for job site
<br />conditions during the course of construction of this project, including sefety for all
<br />STORM DRAIN SYSTEM
<br />persons and property; that this requirement shall apply continuously and not be limited
<br />12" Storm
<br />Q
<br />to
<br />to normal working hours, and that Contractor shall defend, indemnify, and hold the Owner
<br />Drain
<br />3 4
<br />L F
<br />and the Engineer harmless from any and all liability, real or alleged, in connection
<br />Side Inlet Catch Basin
<br />6 a
<br />with the performance of work on this project, excepting for liability arising from the
<br />I
<br />sole negligence of the Owner or the Engineer.
<br />CAROLINA ST. 12.
<br />The Contractor may use machinery capable of extruding concrete on compacted subgrade to
<br />place curb and gutter monolithically It is the responsibility of the Contractor to
<br />have the machine approved by the Engineer'
<br />(
<br />I
<br />13.
<br />Contractor shall give Engineer a minimum of 48 hours notification prior to staking any
<br />SANITARY SEWER SYSTEM
<br />I
<br />utilities.
<br />14.
<br />Water service shall be marked by the curb and gutter Contractor with a "W" stamped on
<br />6" Sanitary Sewer
<br />• 1
<br />the top of curb. Location of water marking shall be verified in the field by the
<br />Sanitary Sewer Service
<br />i
<br />&
<br />Engineer.
<br />Adjust Tap of Sanitary 5ener Monnotes to grade and eccentric cones
<br />LUMP SUM
<br />l_,
<br />15.
<br />All work will be required to be reviewed by San Joaquin County Department of Public
<br />Works and the department shall be notified not less than 24 hours in advance of
<br />I
<br />commencement of work.
<br />16.
<br />Fire hydrant bid shall include the following: Tee, 6" Lateral, 6" Valve and complete
<br />Yard Dran(Well Srte-s beet 6�
<br />I
<br />fire hydra�int assembly. (Contractor shall_Mhaw-make and m x* of Fire Hydrot approved by
<br />w
<br />PARCrGL A
<br />Viiler, rro,:3vrrcac reiI VIj�41M. , pir w rnotarauori1
<br />WATER SYSTEM
<br />17-
<br />Work on Woodbridge Sanitary District facilities will be to Districts Standards• contractor will
<br />w�'
<br />a
<br />notify District for inspection.
<br />8" Water
<br />656
<br />L F
<br />VICINITY MAP
<br />NT.3.
<br />Datum'
<br />S.G.S. SenchfnarkNo- 19 131907 45 Elevation- 46.40
<br />APPROVED BY
<br />SERVICES:
<br />Sewage —Woodbridge Sanitary District
<br />Natural Cass- Pacific Gas e, Electric
<br />Telephone — Pacific Telephone 4 Tele raph
<br />Water - Woodbridge Maintenance Di6trict
<br />Drolhoge- Private
<br />Cable T.V. - Lodi Coble T.Y',
<br />Interior Street water, e, Sewgge — Private
<br />NOTES:
<br />I. Construct expansion Joints a zoo' maximum and at returns around light poles,
<br />hydrants and other fixed objects at sidewalk.
<br />Z. Transverse weakened plane points shall be constructed It 12' maximum intervals,
<br />`z4e ��-_ ORANGE STREET
<br />Broom Fin6h— Weakekd Broom Cans f
<br />W. 1 1'•0" I I Plate Jointer 1-0" 7Fmish Level Line ;r Between Academy St� �
<br />C4 S.P R.R_ CO,
<br />30
<br />R/f3' varies
<br />Wi/3.7t Y/irie5
<br />ofPa/ir/7% a,-4-4w"age
<br />m
<br />in, inside „
<br />7 '/a /f/irl -Z.B % 4X•
<br />8" Water Valve
<br />Fire Hydrant Assembly (Includes
<br />Tee valve, 6" water lateral &
<br />Rich Ranger #945 or equal)
<br />2"Water Service
<br />10" Water _
<br />10" Water Valve
<br />Blow -Off
<br />STRUCTURAL
<br />66ale ,
<br />/'1 = 5' Vert f
<br />r/4"p!r 1'-o" _ : !
<br />a A -
<br />T,
<br />1 d
<br />a T
<br />1
<br />L Dowels*5 orsiaDlax 34"
<br />spaced lz" 0.G. greased and
<br />wrapped Ont side through
<br />every exponsion joint
<br />CURB GUTTER & SIDEWALK DETAIL
<br />JOAQUIN LOCAL AALTH DISTRICT
<br />—WOODBRIDGE SANT RY DISTRICT
<br />��SAN JOAQUIN FIRE WARDEN
<br />LEONARD
<br />Fire Chief t
<br />---WGODBFt4D49E- MAINTENANCE DISTRICT
<br />/bee Detc�f
<br />G� tCrre• � ��%r b
<br />G"Gomfaaca` O. ti ©AoXX6.
<br />LI LA
<br />STR
<br />36' Between ACOdemy St. C4 W.I_0 Conal
<br />Exiy� �qqc ofPavm/`
<br />!,D '/e.flirl.— A4'/.NAX
<br />fe4 `hcr os neccSsory
<br />fa A3Pha/t GoriG • TYPe Ile"
<br />4" A99.eAAo>`e moose N c� -
<br />Gvmo�Jc> to 95 0jo RC
<br />Cora • Ori ino/ Graur�ca''
<br />02
<br />��.
<br />t 5t,
<br />SECTIONS
<br />Ri6
<br />Value = 5'
<br />T
<br />I = 5'
<br />2" fl9j1f7olf CD/7G . Tyre �B "
<br />Gom�ac", fv 9y'/v QG
<br />G" Goinoact Ori9ina/ Groun�/ _
<br />fo 920/0 R.G. Between
<br />0 a, W, -
<br />Graq'a --
<br />6 ' .< <.lt o rr. e/ev, 1�
<br />�E!= c
<br />1 —
<br />t';oerFf
<br />f
<br />ACADEMY
<br />,
<br />4'*
<br />Exist ovule of .oavm,
<br />a�
<br />t,
<br />3 'ea
<br />3 Ea'
<br />652
<br />LF
<br />2
<br />Lcq.
<br />/
<br />Ed.
<br />1
<br />A
<br />TGon9 f
<br />Bquareo', arh—i t— 2" AS,Oho/>` COnG • � /-1 "B "
<br />Square GuftGr � iY�
<br />G ter y�K. ¢' Ala4re ate i3p9e c%
<br />9"Gom,�act D. G, ® % P, G, Gom,�act /V 95'/ RG
<br />cer Racf Ori9irna/ Gr-vur7</
<br />B' 6arr7pacaf G:6. �' 901.P.0 .- 7a 92 •/ R.G.
<br />*
<br />NOTE
<br />.41
<br />it/ orGeriirg dot k 5Ge 5h/5, 2 3
<br />NO. DATE REVISIONS BYTp APPROVED
<br />DESIGN DRAWN BY ES '; -- 19 �— BAUMBACH & PIAZZA � - 9
<br />SHEET OF
<br />W00DBRIDGE VILLAGE
<br />C JOB NO. eoz3
<br />f r CIVIL ENGINEERS — SURVEYORS KEY SHEET
<br />SUBMITTO BY >� ��-' �' / 4' -- 221 W. OAK $T, LODI, CALIF. 95240 PH. 209-368.8098 SUBDIVISION IMPROVEMENTS FILE
<br />R.C.E. 19638 DATE .�'/G —8/ SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS (PUBLIC) NO.
<br />PRINTED ON DIEPO NO. 1000H CIEARPRINT
<br />b
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