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<br />I
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<br />I
<br />4
<br />,
<br />QUANTITIES
<br />GENERAL NOTES
<br />STREET SYSTEM
<br />I.
<br />2.
<br />All -work shall conform to these plans -and any special provisions for this project.
<br />Refer
<br />Lot Grading & Grubbing
<br />Lump Sum
<br />3.
<br />to the final map of this subdivision for all centerline and property line data.
<br />Re" street light system shall be installed by Pacific Gas
<br />Roadway Excavation
<br />1,600
<br />C.Y.
<br />4.
<br />& Electric Company.
<br />Contractor shall receive an approved set of plans prior to beginning construction.
<br />Compact Original Ground
<br />60,800
<br />S.F.
<br />_X 8•W _ / J
<br />1 1 Alp/
<br />If
<br />1 11 3 r; RII VER MEADOW
<br />1 3 Unit No,
<br />li r
<br />111 63
<br />W
<br />11 W
<br />If"46 66 67
<br />S,
<br />62 6I 60 Y
<br />Q
<br />J
<br />•� / �,
<br />9 � I
<br />12 5�
<br />69
<br />Imo-. I
<br />>70 I LL i
<br />I
<br />7 I
<br />VAL EY OA PLA E _ 50' P U. E.
<br />v �_--�- ---�--�>------ t �--- --- -- log---------�\
<br />1�
<br />/ I t
<br />r
<br />,:;f �w; 49 50 51 52 03 54 I 72
<br />o �s
<br />v w
<br />WOODBRiDGE b -3 0 1 W 1
<br />lBenchmark Datum per u.s•a.s. s. M. `s Const 526 LF Fe along I
<br />19-15 1907 -45. Location - N.W. corner northerly R/W Of 1Nloodbrldge W o e,
<br />of Masonic bldg. In the town of Wood- I 1 Road . (I 6 t 86.25 tddd ?2+54 1 `'
<br />bri!?90. Bitrvo ,on .46.40
<br />Including returns) 1
<br />See Detail 5heet\6 y ��
<br />3ary "P � v% 0-
<br />1 -PROPERTY 1)G
<br />= LOCATION RIVEIL �' c •�
<br />woos
<br />U.3.Q.s. B.M. ��► MOKELUMNE ACRES
<br />19-B 1907-46••-
<br />�1 ROAD
<br />' m
<br />l�l�l
<br />C AUGUSTA
<br />3 i
<br />iwoult _. -LEGEND
<br />w.I,o S-LC.B, or j Side Inlet Catch Basin
<br />KEY MAP L. P. Law Point
<br />c�R�uNA scnLe: iw•too H. P,. High Point
<br />e.�. "R" Value Test ro4 T. C. Top of Curb
<br />0 5ee SolI5 Report by J, W. Klelnfeider C. 0. T. G. Clean Out to Grade
<br />-9 o q Ae5ociataS -. dated May 8, 1981 --<:� Storm Drain Line indicating direction of flow
<br />-<Z� Sanitary Sewer Line indicating direction of flow
<br />-EDE:)- idater Line
<br />VICINITY MAP __0 Fire Hydrant
<br />N T 9 STRUCTURAL Scale: 1"-5Horiz.e, Vert. SECTION street Light
<br />-- APPROVED BY
<br />Rj6-01
<br />�w
<br />25
<br />SAN 3L LT IRICT DATE
<br />T -Street Lights Woodbridge Ughtinq District
<br />i
<br />o G � ---�� Stege Woodbridge Sanitary District p JOAQUIN FIRE WARDEN DATE
<br />Natural Gas & Electric_ P. G. & E.
<br />.b 6 ..b. d ♦ a. / ,
<br />Telephone ' P Pacific Bell
<br />/3eve/ed Type C Of S
<br />Television Cable Lodi Cable T.V. CHIEF DBRIDO FIRE DISTRICT DATE-
<br />-
<br />O./7' A G. - Tycie a/3 „ Water
<br />0.67'-92%R. G• Goricrete Storm Drainage �- Mokelumne Acres Maintenance District
<br />-- 15.33' A.FS. C/, Il
<br />l Subgrode Comoactior/ 0.67'-- 92 /. R. C. oriyir/a/ Grour�d
<br />q ENGINEER, W000 IDGE 9ANIT R D
<br />VALLEY OAK PLACE RIVER MEADOWS DRIVE
<br />R
<br />60'�w p' ,
<br />N 30,v lw -- -- -- -
<br />--- ---- - - _'. S o
<br />._ ___ _..__....
<br />22' - ------ - - --- 22. 5' 3Fcncc Detail E
<br />v
<br />{�c Cr I /' /' See Sheet G €a - 32
<br />C: �1 I exist edge of Pavement
<br />eat Cal I
<br />Z]Z:il - o. /_ 4 C, . r e iii it o. G. �, 1- I
<br />d - leve/ed T yo ' O,/7'.4.C. ^-Tyne •/O"
<br />(� 7 -yo GG�5,-0.�3'A,/3 G/ _2r O. jO'A./j C/. ZZ
<br />t� o Very. G. G. 5.
<br />J 0.67' 92 y" R. G. Concrete l-- O. ro7' - 9E I/* /2, G, Origina/Ground 0.67' 92 % R. C, Gonerete 0.67' ^ 92% /?, C, Ori /na/ Ground
<br />Subgrade Gornpoction
<br />5ubgrade Gomoactior/
<br />9
<br />y I�
<br />MEADOWLARK DRIVE WOODBRIDGE ROAD
<br />v
<br />(o, O _
<br />N0. DATE REVISIONS BY DESIGN DRAWN BY APPROVED RIVER MEADOWS SHEET I OF %
<br />v 1984 BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS - SURVEYORS KEY MAP UNIT MD 2 JOB NO. 50109 -2
<br />DESIGNED BYZ ell
<br />HENRY M. INRATA RCF 212%g
<br />R.C.E. /9G�78 DATE G-�'89 SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS 323 W. ELM ST., LODI, CALIF. 95240 PH. 209 368-6618 SUBDIVISION IMPROVEMENTS FILE
<br />NO.
<br />4
<br />CONSTRUCTION
<br />QUANTITIES
<br />GENERAL NOTES
<br />STREET SYSTEM
<br />I.
<br />2.
<br />All -work shall conform to these plans -and any special provisions for this project.
<br />Refer
<br />Lot Grading & Grubbing
<br />Lump Sum
<br />3.
<br />to the final map of this subdivision for all centerline and property line data.
<br />Re" street light system shall be installed by Pacific Gas
<br />Roadway Excavation
<br />1,600
<br />C.Y.
<br />4.
<br />& Electric Company.
<br />Contractor shall receive an approved set of plans prior to beginning construction.
<br />Compact Original Ground
<br />60,800
<br />S.F.
<br />5.
<br />$aumbach & Piazza (Engineer) shall set all survey controls and construction stakes
<br />Concrete Subgrade Compaction
<br />24,540
<br />S.F.
<br />neces-
<br />sary for completion of work. The Contractor shall be responsible for the preservation
<br />Aggregate Base - Cl. II (0.33')
<br />50, sao
<br />S.F.
<br />of all survey and construction stakes. Survey and construction stakes that are lost or
<br />destroyed due to Contractor's negligence be
<br />Aggregate Base - Cl. II (0.50')
<br />10,220
<br />S.F.
<br />will set by the Engineer at the Contractor's
<br />expense.
<br />Asphalt Concrete Type B (0.17')
<br />61,370
<br />S.F.
<br />6.
<br />The Contractor shall take precautionary measures to protect existing underground utilities.
<br />Vertical Curb, Gutter & Sidewalk
<br />658
<br />L.F.
<br />The Contractor shall do no excavation until all utility agencies have been the
<br />Beveled Curb, Gutter & Sidewalk
<br />2,629
<br />L.F.
<br />given
<br />opportunity to mark their facilities in the field.
<br />Commercial Driveway
<br />124
<br />S.F.
<br />7.
<br />House services, fire hydrant laterals, and street light conduit shall be installed
<br />Commercial Curb &Gutter
<br />31
<br />L.F.
<br />prior
<br />to curb and gutter construction. All underground utilities within the street in
<br />Survey Monument Type S
<br />2
<br />Each
<br />area, -
<br />cluding gas and telephone lines, shall be installed prior to paving.
<br />Dead End Barricade
<br />2
<br />Each
<br />8.
<br />All manholes to be set flush with the finish grade unless otherwise indicated.
<br />Street Sign
<br />4
<br />Each
<br />9.
<br />All water lines shall have a minimum cover of 3' - 0".
<br />Street Light
<br />Fence (Woodbridge Road)
<br />By P. G. & E.
<br />526 L.F.
<br />10.
<br />11.
<br />All existing irrigation lines within the right of way shall be removed.
<br />Water used in
<br />any phase of construction, such as backfill compaction, dust control, testing
<br />or other work herein required, shall be included
<br />in the unit price or lump sum bid for the
<br />respective item of construction.
<br />STORM DRAIN SYSTEM
<br />12.
<br />Contractor agrees that he shall assume sole and complete responsibility for job site
<br />10" Storm Drain
<br />156
<br />L.F.
<br />conditions during the course of construction of this project, including safety for all
<br />persons and property; that this requirement
<br />12" Storm Drain
<br />3/z
<br />L.F.
<br />shall apply continuously and not be limited
<br />to normal working hours and that Contractor shall defend, indemnify, and hold the Owner
<br />*36" Storm Drain
<br />48" Storm Drain Manhole
<br />382
<br />1
<br />L.F.
<br />Only
<br />,Cou�fy
<br />and the Engineer harmless from any and all liability, real or alleged, in connection with
<br />the performance
<br />Side Inlet Catch Basin
<br />6
<br />Each
<br />of work on this project, excepting for liability arising from the sole
<br />negligence of the Owner or the Engineer.
<br />13.
<br />The Contractor may use machinery capable of extruding concrete on compacted subgrade to
<br />place curb and gutter monolithically.
<br />SANITARY SEWER SYSTEM
<br />14.
<br />Contractor shall give Engineer a minimum of 48 hours notification prior to staking
<br />utilities. any
<br />6" Sanitary Sewer
<br />8" Sanitary Sewer
<br />354
<br />265
<br />L.F.
<br />L.F.
<br />15.
<br />Water services shall be marked by the curb and gutter Contractor with a "W" stamped on
<br />10" Sanitary Sewer
<br />562
<br />L.F.
<br />16.
<br />the top of curb. Location of water markings shall be verified in the field by the Engineer.
<br />All work will be required to be inspected
<br />Sanitary Sewer Manhole
<br />3
<br />Each
<br />by the Department of Public Works. They shall
<br />be notified not less than 24 hours in
<br />Lamp Hole
<br />4" Sanitary
<br />2
<br />Each
<br />17.
<br />advance of commencement of work.
<br />Fire Hydrant bid shall include the following: Tee, 6" Lateral, 6" Valve and complete
<br />Sewer Service
<br />24
<br />Each
<br />fire hydrant assembly.
<br />18.
<br />Lot grading shall be completed before starting any underground construction. Refer to
<br />attached grading plan.
<br />WATER SYSTEM
<br />19.
<br />Separation of water and sewer mains (including crossings) and sewer laterals crossing over
<br />8" Water
<br />798
<br />L.F.
<br />water mains shall meet or exceed the latest standards of the State of California Depart -
<br />ment of Health Services.
<br />8" Water Valve
<br />Fire Hydrant Assembly (includes Tee, 6"
<br />3
<br />Lateral, 6"
<br />Each
<br />20.
<br />Contractor shall be responsible for notifying and co-ordinating all work with any agency
<br />Valve and Rich Ranger #960 or equal)
<br />4
<br />Each
<br />21.
<br />requiring removal or relocation of utilities, such as Pacific Bell, P. G. & E., etc.
<br />Prior
<br />to performing any work in Woodbridge Road, the Contractor shall obtain an encroach-
<br />ment permit from the San
<br />1" Water Service
<br />24
<br />Each
<br />22.
<br />Joaquin County Department of Public Works.
<br />All off-site water lines shall be
<br />pressure tested, disinfected, flushed and tested for
<br />bacteria in conformance with the San Joaquin County Health Code Requirements
<br />prior to
<br />connecting to existing water line.
<br />/17,540//¢C/ Zyale V¢/o/o¢r a� CoOn�r i/ieW
<br />23.
<br />Contractor shall notify Mokelumne Acres Maintenance District for approval to
<br />6177, No' 2
<br />Y
<br />prior
<br />connecting water line to existing water lines.
<br />24.
<br />25.
<br />All off-site storm drains shall be cleaned prior to final acceptance.
<br />Installation
<br />of all sanitary sewer improvements shall conform to the standards of the
<br />Woodbridge Sanitary District. All such is
<br />work subject to inspection by the District
<br />Engineer. The Contractor shall notify District Engineer 48 hours
<br />prior to the commence-
<br />ment of any work on the sanitary system.
<br />26.
<br />Contractor shall visit site prior to bidding. Specifications
<br />27.
<br />are a separate document.
<br />Sanitary sewer services shall be marked by the
<br />the top of curb. curb & gutter contractor with an "S" stamped on
<br />28.
<br />New traffic striping and the restoration of any damaged existing painted legends or signs is
<br />the responsibility of the Contractor
<br />and shall be included in his bid price.
<br />C AUGUSTA
<br />3 i
<br />iwoult _. -LEGEND
<br />w.I,o S-LC.B, or j Side Inlet Catch Basin
<br />KEY MAP L. P. Law Point
<br />c�R�uNA scnLe: iw•too H. P,. High Point
<br />e.�. "R" Value Test ro4 T. C. Top of Curb
<br />0 5ee SolI5 Report by J, W. Klelnfeider C. 0. T. G. Clean Out to Grade
<br />-9 o q Ae5ociataS -. dated May 8, 1981 --<:� Storm Drain Line indicating direction of flow
<br />-<Z� Sanitary Sewer Line indicating direction of flow
<br />-EDE:)- idater Line
<br />VICINITY MAP __0 Fire Hydrant
<br />N T 9 STRUCTURAL Scale: 1"-5Horiz.e, Vert. SECTION street Light
<br />-- APPROVED BY
<br />Rj6-01
<br />�w
<br />25
<br />SAN 3L LT IRICT DATE
<br />T -Street Lights Woodbridge Ughtinq District
<br />i
<br />o G � ---�� Stege Woodbridge Sanitary District p JOAQUIN FIRE WARDEN DATE
<br />Natural Gas & Electric_ P. G. & E.
<br />.b 6 ..b. d ♦ a. / ,
<br />Telephone ' P Pacific Bell
<br />/3eve/ed Type C Of S
<br />Television Cable Lodi Cable T.V. CHIEF DBRIDO FIRE DISTRICT DATE-
<br />-
<br />O./7' A G. - Tycie a/3 „ Water
<br />0.67'-92%R. G• Goricrete Storm Drainage �- Mokelumne Acres Maintenance District
<br />-- 15.33' A.FS. C/, Il
<br />l Subgrode Comoactior/ 0.67'-- 92 /. R. C. oriyir/a/ Grour�d
<br />q ENGINEER, W000 IDGE 9ANIT R D
<br />VALLEY OAK PLACE RIVER MEADOWS DRIVE
<br />R
<br />60'�w p' ,
<br />N 30,v lw -- -- -- -
<br />--- ---- - - _'. S o
<br />._ ___ _..__....
<br />22' - ------ - - --- 22. 5' 3Fcncc Detail E
<br />v
<br />{�c Cr I /' /' See Sheet G €a - 32
<br />C: �1 I exist edge of Pavement
<br />eat Cal I
<br />Z]Z:il - o. /_ 4 C, . r e iii it o. G. �, 1- I
<br />d - leve/ed T yo ' O,/7'.4.C. ^-Tyne •/O"
<br />(� 7 -yo GG�5,-0.�3'A,/3 G/ _2r O. jO'A./j C/. ZZ
<br />t� o Very. G. G. 5.
<br />J 0.67' 92 y" R. G. Concrete l-- O. ro7' - 9E I/* /2, G, Origina/Ground 0.67' 92 % R. C, Gonerete 0.67' ^ 92% /?, C, Ori /na/ Ground
<br />Subgrade Gornpoction
<br />5ubgrade Gomoactior/
<br />9
<br />y I�
<br />MEADOWLARK DRIVE WOODBRIDGE ROAD
<br />v
<br />(o, O _
<br />N0. DATE REVISIONS BY DESIGN DRAWN BY APPROVED RIVER MEADOWS SHEET I OF %
<br />v 1984 BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS - SURVEYORS KEY MAP UNIT MD 2 JOB NO. 50109 -2
<br />DESIGNED BYZ ell
<br />HENRY M. INRATA RCF 212%g
<br />R.C.E. /9G�78 DATE G-�'89 SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS 323 W. ELM ST., LODI, CALIF. 95240 PH. 209 368-6618 SUBDIVISION IMPROVEMENTS FILE
<br />NO.
<br />
|