|
STREET L/CHT3
<br />SAN/TARP 5EWER_
<br />WA TER
<br />STORM DR41N
<br />I �
<br />Construction Bench Mark
<br />North Rim Sanitary Sewer Manhole
<br />rzlevation 99.85
<br />r .3
<br />�► ,� WO
<br />f -
<br />I:
<br />C,
<br />0
<br />C
<br />0
<br />0
<br />VICINITY MAP
<br />- NTS
<br />Benchmark Datum per u. S.0.5. B.M.
<br />19-5 1907-45. Location N.W. corner
<br />of Masonic building. in the town of
<br />Wood bridge . 8tavdton - 46.40
<br />- bridge Light/nq Di$tricf
<br />✓odbrldge San/far O/stiiat
<br />- MoKe/umne Acres arntcnance Dl9tr/ct
<br />Afoke/umae Acres Mo/ntenartce District
<br />R/SER
<br />UN/TV t MESO OWS
<br />I
<br />79 I, 78
<br />1 `
<br />80
<br />81 us
<br />82 p u 77 76 74 54 AN0uno1 �grouno' acrnitmry
<br />CRY TAIL C T server w/thin /00 ft. of the pub/ic
<br />we// Sho// bo crest iron. /Vo
<br />83 73 unaergrouna sanitary senror
<br />- / W/// be a//owed witt" 5o'
<br />6�s of the pub//c we//.
<br />84 %
<br />/ 53
<br />72 I P4 /i C'
<br />85 CV o 69 70 71 62 61
<br />86 41 60 A 52
<br />1 I
<br />87 1 68 67 66 65 64 63 5 11, Ul 5I
<br />9 v
<br />88 0 1 W 58 `1 , 4A 50
<br />UJ
<br />89 EL 1 E� d
<br />W 3 4 CO RT I' 49
<br />m _ 57 J
<br />90 49 50 51 52 53 54 55 56 3 W
<br />I
<br />o 0 48
<br />4
<br />> 4
<br />L
<br />I - - - - - AR III
<br />CONS"TRUCTION
<br />QUANTITIES
<br />STREET SYSTEM-.
<br />LEGEND
<br />Lot Grading & Grubbing
<br />Lump Sum'
<br />o�
<br />Vine Removal
<br />By Owner
<br />L. P.
<br />Roadway Excavation
<br />5,100
<br />C.Y.
<br />- Compact Original Ground
<br />64,100
<br />S.F.
<br />Concrete Subgrade Compaction
<br />1�
<br />S.F.
<br />Aggregate Base - Cl. II (0.25')
<br />STREET L/CHT3
<br />SAN/TARP 5EWER_
<br />WA TER
<br />STORM DR41N
<br />I �
<br />Construction Bench Mark
<br />North Rim Sanitary Sewer Manhole
<br />rzlevation 99.85
<br />r .3
<br />�► ,� WO
<br />f -
<br />I:
<br />C,
<br />0
<br />C
<br />0
<br />0
<br />VICINITY MAP
<br />- NTS
<br />Benchmark Datum per u. S.0.5. B.M.
<br />19-5 1907-45. Location N.W. corner
<br />of Masonic building. in the town of
<br />Wood bridge . 8tavdton - 46.40
<br />- bridge Light/nq Di$tricf
<br />✓odbrldge San/far O/stiiat
<br />- MoKe/umne Acres arntcnance Dl9tr/ct
<br />Afoke/umae Acres Mo/ntenartce District
<br />R/SER
<br />UN/TV t MESO OWS
<br />I
<br />79 I, 78
<br />1 `
<br />80
<br />81 us
<br />82 p u 77 76 74 54 AN0uno1 �grouno' acrnitmry
<br />CRY TAIL C T server w/thin /00 ft. of the pub/ic
<br />we// Sho// bo crest iron. /Vo
<br />83 73 unaergrouna sanitary senror
<br />- / W/// be a//owed witt" 5o'
<br />6�s of the pub//c we//.
<br />84 %
<br />/ 53
<br />72 I P4 /i C'
<br />85 CV o 69 70 71 62 61
<br />86 41 60 A 52
<br />1 I
<br />87 1 68 67 66 65 64 63 5 11, Ul 5I
<br />9 v
<br />88 0 1 W 58 `1 , 4A 50
<br />UJ
<br />89 EL 1 E� d
<br />W 3 4 CO RT I' 49
<br />m _ 57 J
<br />90 49 50 51 52 53 54 55 56 3 W
<br />I
<br />o 0 48
<br />4
<br />> 4
<br />L
<br />I - - - - - AR III
<br />CONS"TRUCTION
<br />QUANTITIES
<br />STREET SYSTEM-.
<br />LEGEND
<br />Lot Grading & Grubbing
<br />Lump Sum'
<br />-
<br />Vine Removal
<br />By Owner
<br />L. P.
<br />Roadway Excavation
<br />5,100
<br />C.Y.
<br />- Compact Original Ground
<br />64,100
<br />S.F.
<br />Concrete Subgrade Compaction
<br />20,540
<br />S.F.
<br />Aggregate Base - Cl. II (0.25')
<br />32,450
<br />S.F.
<br />Aggregate Base -,C1. II (0.33')
<br />28,950
<br />S.F.
<br />Aggregate Base - Cl. II (0.50')
<br />2,700
<br />S.F.
<br />Asphalt Concrete Type B (0.17')
<br />64,200
<br />S.F.
<br />Vertical Curb, Gutter & Sidewalk
<br />91
<br />L.F.
<br />,Beveled Curb, Gutter & Sidewalk
<br />2,812
<br />L.F.
<br />'Survey Monument Type S
<br />10
<br />Each
<br />Dead End Barricade
<br />1
<br />Only
<br />Street Sign
<br />3
<br />Each
<br />Street Light
<br />By P. G. & E.
<br />-•l�
<br />Fire Hydrant
<br />STORM DRAIN SYSTEM
<br />•
<br />110" Storm Drain
<br />283
<br />L.F.
<br />12" Storm Drain
<br />345
<br />L.F.
<br />24" Storm Drain
<br />121
<br />L.F.
<br />30" Storm Drain
<br />653
<br />L.F.
<br />48" Starm Drain Manhole
<br />4
<br />Each
<br />Side Inlet Catch Basin
<br />10
<br />Each
<br />SANITARY SEWER SYSTEM
<br />6" Sanitary Sewer
<br />693
<br />L.F.
<br />Sanitary Sewer Manhole
<br />4
<br />Each
<br />4" Sanitary Service
<br />s 42
<br />Each
<br />4" Sanitary Service (Special)
<br />184
<br />L.F.-.+ C. 0.
<br />Adjust SSMH to Grade
<br />2
<br />Each,
<br />WATER SYSTEM
<br />6" ".tter
<br />841
<br />L. F.
<br />8" later
<br />1,4 52
<br />L. F.
<br />F halve
<br />2
<br />Only
<br />Valve
<br />5
<br />Each
<br />Hydrant Assembly (includes Tee, 6" Lateral, 6"
<br />alve, & Rich Ranger #960 or equal)
<br />5
<br />Each
<br />14 Water Service
<br />42
<br />Each
<br />STRUCTURAL
<br />25'__
<br />i-
<br />Beveled Tyve ccy*5
<br />O. 67'- 90% R. G• Goncrate
<br />.5u4&91-4r49'e Compact/on
<br />RYSTAL COURT
<br />SECTION
<br />_ . I ,I = 5,
<br />50'
<br />_ 25'
<br />f R' 5' 1 2'
<br />1-O,/7A.G, - Type //0'/
<br />O, 25' A,,Ci, C/ _W °/nax. Aggregare)
<br />0,Co7'x- 92;/. R, C, Origlr7o/ Cltr-Oand
<br />/?aadfvay EX. compacted to Ah/s //r/e
<br />EVELYN COURT
<br />- 0.G7'- 92 % R G, Concrete
<br />Subcirpde Compaction
<br />T. I. = 5
<br />G E Provided= 0,78
<br />a/ `d
<br />SERVr=
<br />-Street Lights Woodbridge Lighting District
<br />Sewage Woodbridge Sanitary District
<br />Natural Gas & Electric_ P. G. & E.
<br />Telephone Pacific Bell
<br />Television Cable Lodi Cattle T.V.
<br />Water
<br />Storm Drainage > -- Mokelumne Acres Maintenance District
<br />APPROVED BY.
<br />IIIIIIIIIIIIIIIIP
<br />R
<br />GENERAL NOTES -
<br />i. All work shall conform to these plans and any special provisions for this project.
<br />2 ZRefer to the final map of this subdivision for all centerline and property line data.
<br />_3-1 The street light system shall be installed by Pacific Gas & Electric Company.
<br />4. Contractor shall receive an approved set of plans prior to beginning construction.
<br />5. Baumbach & Piazza (Engineer)Ishall set all survey controls and construction stakes
<br />necessary for completion of work. The Contractor shall be responsible for the preserva-
<br />tion of all survey and construction stakes. Survey and construction stakes that are
<br />lost or destroyed due to Contractor's negligence will'be set by the Engineer at the
<br />Contractor's expense. +
<br />6. The Contractor shall take precautionary measures to protect existing underground
<br />utilities. The Contractor shall do no excavation until all utility agencies have been
<br />given the opportunity to mark their facilities in the field. i
<br />7. Contractor shall be responsible for notifying and co-ordinating all work with any agency
<br />requiring removal or relocation of utilities, such as Pacific Bell, P. G. & E., etc.
<br />8. House services, fire hydrant laterals, and street light conduit shall beinstalled prior
<br />to curb and gutter construction.All underground utilities within the street area, includ-
<br />ing gas and telephone lines, shall be installed prior to paving. ;
<br />9. All manholes to be set flush with finish grade unless otherwise indicated. .'
<br />10. All waterlines shall have a minimum cover of 3' - 0".'
<br />Al. All existing irrigation lines within the right of way shall be crushed in place or
<br />removed.
<br />12. Water used in any phase of construction, such as backfill compaction, dust control, testing ;
<br />or other work herein required, shall be included in the unit price or lump sum bid for
<br />the respective items of construction.
<br />13. Contractor agrees that he shall assume sole and complete responsibility for job site condi-
<br />tions during the course of construction of this project, including safety for all persons
<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 ne' -�
<br />gence of the Owner or the Engineer. ,
<br />14. The Contractor may use machinery capable of extruding concrete on compacted subgrade to
<br />place curb and gutter monolithically.
<br />15. Contractor shall give Engineer a minimum of 48 hours notification prior to staking any j
<br />utilities.
<br />16. Water services shall be marked by the curb and gutter Contractor with a "W"stamped on
<br />the top of curb.
<br />17. All work will be required to be inspected by the Department of Public Works. They shall
<br />be notified not less than 24 hours in advance of commencement of work.
<br />P8. Lot grading shall be completed before starting any underground construction. Refer to
<br />attached grading plan. +
<br />19. Each SS service to have C.O. at roppeerty line. See detail in Specs,
<br />l20. te.that sanitary inspection will be performed by Woodbridge Sanitary District
<br />Engineer and/or District staff (Kjeldsen-Sinnock & Associates 209-946-0268). Must
<br />have inspection before backfill and notify inspector 48 hours prior.
<br />21. No materials resulting from tapping procedures may enter District sewer.
<br />1
<br />7U
<br />P-
<br />-tc. i. aJl r11r4
<br />CHIE W9DBRiDGK7FIR8 DISTRICT DATED
<br />ENGINEER VV00VtRIDGE SANITARY DISTRICT DATED
<br />_ -- ------ -- ----
<br />/2' t 'edge of A17yotmnt
<br />/O,: T'A•0. ^- Type J!B'
<br />( 4'imax. 4y1
<br />,) 0.50',4,,5 ^ G/ IL -
<br />ert G GPrS (EX/st O• ro7' - 92/ R.G- 01-1g'117471
<br />RooGWay EX compocfcd to th/s /in&
<br />WOODBRiDGE ROAD
<br />T. 1. = G.0
<br />G.E. Provided = O, 94
<br />o .7 �.
<br />91t s9.�d /r/ Dom¢ o�/o/icnfian.
<br />V
<br />I
<br />NO. DATE REVISIONS BY DESIGN DRAWN BY APPROVED'
<br />O �I.
<br />BAUMBACH & PIAZZA
<br />19
<br />CIVIL ENGINEERS - SURVEYORS
<br />s: Tom-
<br />R.C.E. IiG78 DATE " a,0A0UIN CO TY RECTOR OF PUBLIC WORKS 23 W ELM ST., LO01, CALIF. 95240 PH. 209- 661*8
<br />PRINTED ON DIEPO NO. I"H CLEARPRINT "
<br />y'er�t G,G•�j• -'
<br />O• ri7'-� 9P/ R.G. Concrete
<br />5ubgrucfa Gom/o4ct/oa
<br />S�eQ� li
<br />COUNTRY VIEW SUBDIVISION SHEET I OF 5
<br />KEY MAP
<br />UNIT NO 2 JOR NO.8305
<br />SUBDIVISION IMPROVEMENTS FILE
<br />NO.
<br />- - ------12 - - i -
<br />46
<br />LEGEND
<br />S.I. C. B. or P
<br />Side Inlet Catch Basin
<br />co 4 W
<br />- -�
<br />L. P.
<br />Low Point
<br />Pu.t.
<br />T.I I
<br />4s5
<br />H. P.
<br />High Point
<br />KEYScale:
<br />IJ
<br />G
<br />T. C.
<br />Top of Curb
<br />tn. 1�`MAf'
<br />C.O.T,G.
<br />Clean Out to Grade
<br />'!i2'=
<br />I'
<br />-®-
<br />Storm Drain Line indicating direction of flow
<br />,7Value Test : 73
<br />`
<br />-
<br />- - :
<br />Sanitary Sewer Line indicating direction of flow
<br />See Soil -3 Report by D. L. Ro�a 14 I nc•
<br />7 I
<br />q
<br />-®"-
<br />Water Line
<br />dated Aucg. 1980
<br />-•l�
<br />Fire Hydrant
<br />Street Light
<br />STRUCTURAL
<br />25'__
<br />i-
<br />Beveled Tyve ccy*5
<br />O. 67'- 90% R. G• Goncrate
<br />.5u4&91-4r49'e Compact/on
<br />RYSTAL COURT
<br />SECTION
<br />_ . I ,I = 5,
<br />50'
<br />_ 25'
<br />f R' 5' 1 2'
<br />1-O,/7A.G, - Type //0'/
<br />O, 25' A,,Ci, C/ _W °/nax. Aggregare)
<br />0,Co7'x- 92;/. R, C, Origlr7o/ Cltr-Oand
<br />/?aadfvay EX. compacted to Ah/s //r/e
<br />EVELYN COURT
<br />- 0.G7'- 92 % R G, Concrete
<br />Subcirpde Compaction
<br />T. I. = 5
<br />G E Provided= 0,78
<br />a/ `d
<br />SERVr=
<br />-Street Lights Woodbridge Lighting District
<br />Sewage Woodbridge Sanitary District
<br />Natural Gas & Electric_ P. G. & E.
<br />Telephone Pacific Bell
<br />Television Cable Lodi Cattle T.V.
<br />Water
<br />Storm Drainage > -- Mokelumne Acres Maintenance District
<br />APPROVED BY.
<br />IIIIIIIIIIIIIIIIP
<br />R
<br />GENERAL NOTES -
<br />i. All work shall conform to these plans and any special provisions for this project.
<br />2 ZRefer to the final map of this subdivision for all centerline and property line data.
<br />_3-1 The street light system shall be installed by Pacific Gas & Electric Company.
<br />4. Contractor shall receive an approved set of plans prior to beginning construction.
<br />5. Baumbach & Piazza (Engineer)Ishall set all survey controls and construction stakes
<br />necessary for completion of work. The Contractor shall be responsible for the preserva-
<br />tion of all survey and construction stakes. Survey and construction stakes that are
<br />lost or destroyed due to Contractor's negligence will'be set by the Engineer at the
<br />Contractor's expense. +
<br />6. The Contractor shall take precautionary measures to protect existing underground
<br />utilities. The Contractor shall do no excavation until all utility agencies have been
<br />given the opportunity to mark their facilities in the field. i
<br />7. Contractor shall be responsible for notifying and co-ordinating all work with any agency
<br />requiring removal or relocation of utilities, such as Pacific Bell, P. G. & E., etc.
<br />8. House services, fire hydrant laterals, and street light conduit shall beinstalled prior
<br />to curb and gutter construction.All underground utilities within the street area, includ-
<br />ing gas and telephone lines, shall be installed prior to paving. ;
<br />9. All manholes to be set flush with finish grade unless otherwise indicated. .'
<br />10. All waterlines shall have a minimum cover of 3' - 0".'
<br />Al. All existing irrigation lines within the right of way shall be crushed in place or
<br />removed.
<br />12. Water used in any phase of construction, such as backfill compaction, dust control, testing ;
<br />or other work herein required, shall be included in the unit price or lump sum bid for
<br />the respective items of construction.
<br />13. Contractor agrees that he shall assume sole and complete responsibility for job site condi-
<br />tions during the course of construction of this project, including safety for all persons
<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 ne' -�
<br />gence of the Owner or the Engineer. ,
<br />14. The Contractor may use machinery capable of extruding concrete on compacted subgrade to
<br />place curb and gutter monolithically.
<br />15. Contractor shall give Engineer a minimum of 48 hours notification prior to staking any j
<br />utilities.
<br />16. Water services shall be marked by the curb and gutter Contractor with a "W"stamped on
<br />the top of curb.
<br />17. All work will be required to be inspected by the Department of Public Works. They shall
<br />be notified not less than 24 hours in advance of commencement of work.
<br />P8. Lot grading shall be completed before starting any underground construction. Refer to
<br />attached grading plan. +
<br />19. Each SS service to have C.O. at roppeerty line. See detail in Specs,
<br />l20. te.that sanitary inspection will be performed by Woodbridge Sanitary District
<br />Engineer and/or District staff (Kjeldsen-Sinnock & Associates 209-946-0268). Must
<br />have inspection before backfill and notify inspector 48 hours prior.
<br />21. No materials resulting from tapping procedures may enter District sewer.
<br />1
<br />7U
<br />P-
<br />-tc. i. aJl r11r4
<br />CHIE W9DBRiDGK7FIR8 DISTRICT DATED
<br />ENGINEER VV00VtRIDGE SANITARY DISTRICT DATED
<br />_ -- ------ -- ----
<br />/2' t 'edge of A17yotmnt
<br />/O,: T'A•0. ^- Type J!B'
<br />( 4'imax. 4y1
<br />,) 0.50',4,,5 ^ G/ IL -
<br />ert G GPrS (EX/st O• ro7' - 92/ R.G- 01-1g'117471
<br />RooGWay EX compocfcd to th/s /in&
<br />WOODBRiDGE ROAD
<br />T. 1. = G.0
<br />G.E. Provided = O, 94
<br />o .7 �.
<br />91t s9.�d /r/ Dom¢ o�/o/icnfian.
<br />V
<br />I
<br />NO. DATE REVISIONS BY DESIGN DRAWN BY APPROVED'
<br />O �I.
<br />BAUMBACH & PIAZZA
<br />19
<br />CIVIL ENGINEERS - SURVEYORS
<br />s: Tom-
<br />R.C.E. IiG78 DATE " a,0A0UIN CO TY RECTOR OF PUBLIC WORKS 23 W ELM ST., LO01, CALIF. 95240 PH. 209- 661*8
<br />PRINTED ON DIEPO NO. I"H CLEARPRINT "
<br />y'er�t G,G•�j• -'
<br />O• ri7'-� 9P/ R.G. Concrete
<br />5ubgrucfa Gom/o4ct/oa
<br />S�eQ� li
<br />COUNTRY VIEW SUBDIVISION SHEET I OF 5
<br />KEY MAP
<br />UNIT NO 2 JOR NO.8305
<br />SUBDIVISION IMPROVEMENTS FILE
<br />NO.
<br />- - ------12 - - i -
<br />
|