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"COc/NTRY V/,ews"
<br />Unit No.3
<br />�v
<br />0
<br />No Ace/s
<br />VICINITY MAP
<br />NTS.
<br />8enchmarR Doturtl Per U. S.O.S. B.M.
<br />10-8 1007-4f. Location N.W.co►nor
<br />of Mosonlc. Duiloina to the town of...
<br />Woo abrldge . llovot%on - 46.40
<br />$II-UCTURAL SECTIONS
<br />9G4/G t /,r a 5'
<br />n/oTi< : .4// Roodw� ii%/ To BC 9�• RG �J'/i�.
<br />-4// .Lot Fi%/ To 6e AO `/• PC
<br />" X01<PL. UiYlNE ACRS '
<br />GENERAL NOTES
<br />1. All work shall conform to these plans and any special provisions for this project.
<br />2. Refer to the final map of this subdivision for all centerline and property line data.
<br />3. The street light system shall be installed by Pacific Gas and Electric Company.
<br />4. Contractor shall receive do approved set of plans prior to beginning construction.
<br />5. Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes
<br />necessary for completion of work. The Contractor shall be res onsible for th
<br />SPECIAL NOTE:P
<br />vation of all survey and
<br />construction stakes. Survey and construction
<br />e preser-
<br />stakes that are
<br />connection with the performance of work on this project, excepting for liability
<br />lost or destroyed due to
<br />Contractor's negligence will be set by the Engineer
<br />at the
<br />/7¢
<br />Contractor's expense.
<br />��!!
<br />C O N S T R U C TIO N
<br />r.'vlL/
<br />Contractor shall provide continuous compaction tests and
<br />6. The existing underground
<br />utilities were plotted from available records.
<br />The Contractor
<br />fill pond as portion of lot grading bid. Fence shall be
<br />173
<br />/72
<br />/7/
<br />/70
<br />/Gy
<br />/GO
<br />167
<br />/7S
<br />on the top of curb. Sewer Services shall be similarly marked with an "S".
<br />16.
<br />�v
<br />0
<br />No Ace/s
<br />VICINITY MAP
<br />NTS.
<br />8enchmarR Doturtl Per U. S.O.S. B.M.
<br />10-8 1007-4f. Location N.W.co►nor
<br />of Mosonlc. Duiloina to the town of...
<br />Woo abrldge . llovot%on - 46.40
<br />$II-UCTURAL SECTIONS
<br />9G4/G t /,r a 5'
<br />n/oTi< : .4// Roodw� ii%/ To BC 9�• RG �J'/i�.
<br />-4// .Lot Fi%/ To 6e AO `/• PC
<br />" X01<PL. UiYlNE ACRS '
<br />GENERAL NOTES
<br />1. All work shall conform to these plans and any special provisions for this project.
<br />2. Refer to the final map of this subdivision for all centerline and property line data.
<br />3. The street light system shall be installed by Pacific Gas and Electric Company.
<br />4. Contractor shall receive do approved set of plans prior to beginning construction.
<br />5. Baumbach & Piazza (Engineer) shall set all survey controls and construction stakes
<br />necessary for completion of work. The Contractor shall be res onsible for th
<br />SPECIAL NOTE:P
<br />vation of all survey and
<br />construction stakes. Survey and construction
<br />e preser-
<br />stakes that are
<br />connection with the performance of work on this project, excepting for liability
<br />lost or destroyed due to
<br />Contractor's negligence will be set by the Engineer
<br />at the
<br />G ,f. Fill pond in 8" max. lifts to 90% R.C. min. compaction.
<br />Contractor's expense.
<br />��!!
<br />C O N S T R U C TIO N
<br />r.'vlL/
<br />Contractor shall provide continuous compaction tests and
<br />6. The existing underground
<br />utilities were plotted from available records.
<br />The Contractor
<br />fill pond as portion of lot grading bid. Fence shall be
<br />shall be responsible for
<br />contacting all utility agencies to mark their
<br />facilities in
<br />salvaged for reuse by owner.
<br />the field before any excavation The Contract- h 11 f
<br />1" Water Service
<br />KEY MAP
<br />5C0/e : /"= 50'
<br />ROA/C/ow TyoG C6 I/9 LLL
<br />- O, /7' A C. r ypa ♦e • (XZ' Wox.,W(J9.)
<br />, GT 92y RG 0, 2-91,4.,e c/. 2r 3/4',%10X, ilgyrG OtC
<br />Cone. 3ub9Aoa'C Comte. O G7, • 9
<br />�O04WAlay Ejr. conoatid to this /i,�a
<br />7-/ - 4'O { WETHERLY CIRCLE RIO VERDE STREET Ti. =so
<br />0. JE. Provia'aa/ + 0.70 G. £. rrovio'Cd = D. 70
<br />00 ,
<br />�-
<br />3--- 5 22' � .ee• moi' a.
<br />/ �2
<br />®sys/ear 7yA20 as 05
<br />O. G7' 0pp `fi z!L
<br />CO,lG. 3Ud,/Igr6 4emp.
<br />REVISIONS
<br />INDIANA
<br />t
<br />//t ` ft f
<br />O.ZO,/C - 7y� yB • (9't+',ffaX. Aly.)
<br />0.33 Aif ci j ! 010,wsx..I4y�gotaJ
<br />0- 67' 4- 9d•/" RC Oriyina/ 6/bvncl
<br />S T R E E T R/ = 7-3
<br />s G. E-
<br />OR
<br />. Provided > O.B6
<br />BENEDICT DRIVE
<br />7.
<br />8.
<br />9.
<br />10.
<br />11.
<br />12.
<br />s a note y and co-ordinate all work
<br />with any agency requiring removal or relocation of their utilities. Pacific Bell,
<br />P. G. & E., Lodi Cable T. V., Woodbridge Sanitary District and Woodbridge Lighting
<br />Lighting District. USA (800) 642-2444.
<br />Contractor shall be responsible for notifying and co-ordinating all work with any
<br />agency requiring removal or relocation of utilities, such as Pacific Bell, P. G. & E.,
<br />etc.
<br />House services, fire hydrant laterals, and street light conduit shall be installed
<br />prior to curb and gutter construction. All underground utilities within the street
<br />area, including gas and telephone line, shall be installed prior to paving.
<br />All manholes to be set flush with finish grade unless otherwise indicated.
<br />All water lines shall have a minimum cover of 301.
<br />All existing irrigation lines within the right of way shall be crushed in place or
<br />removed.
<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
<br />sum bid for the respective items of construction.
<br />13. Contractor agrees that he shall assume sole and complete responsibility for job site
<br />conditions during the course of construction of this project, including safety for
<br />all persons and property; that this requirement shall apply continuously and not be
<br />limited to normal working hours and that Contractor shall defend,indemnify, and hold
<br />the Owner and the Engineer harmless from any and all liability, real or alleged in
<br />1
<br />Sanitary Sewer Manhole
<br />4 Each
<br />connection with the performance of work on this project, excepting for liability
<br />42 Each
<br />WATER SYSTEM
<br />Item
<br />No. 19638
<br />��!!
<br />C O N S T R U C TIO N
<br />r.'vlL/
<br />V)
<br />N0.
<br />DATE
<br />/ �2
<br />®sys/ear 7yA20 as 05
<br />O. G7' 0pp `fi z!L
<br />CO,lG. 3Ud,/Igr6 4emp.
<br />REVISIONS
<br />INDIANA
<br />t
<br />//t ` ft f
<br />O.ZO,/C - 7y� yB • (9't+',ffaX. Aly.)
<br />0.33 Aif ci j ! 010,wsx..I4y�gotaJ
<br />0- 67' 4- 9d•/" RC Oriyina/ 6/bvncl
<br />S T R E E T R/ = 7-3
<br />s G. E-
<br />OR
<br />. Provided > O.B6
<br />BENEDICT DRIVE
<br />7.
<br />8.
<br />9.
<br />10.
<br />11.
<br />12.
<br />s a note y and co-ordinate all work
<br />with any agency requiring removal or relocation of their utilities. Pacific Bell,
<br />P. G. & E., Lodi Cable T. V., Woodbridge Sanitary District and Woodbridge Lighting
<br />Lighting District. USA (800) 642-2444.
<br />Contractor shall be responsible for notifying and co-ordinating all work with any
<br />agency requiring removal or relocation of utilities, such as Pacific Bell, P. G. & E.,
<br />etc.
<br />House services, fire hydrant laterals, and street light conduit shall be installed
<br />prior to curb and gutter construction. All underground utilities within the street
<br />area, including gas and telephone line, shall be installed prior to paving.
<br />All manholes to be set flush with finish grade unless otherwise indicated.
<br />All water lines shall have a minimum cover of 301.
<br />All existing irrigation lines within the right of way shall be crushed in place or
<br />removed.
<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
<br />sum bid for the respective items of construction.
<br />13. Contractor agrees that he shall assume sole and complete responsibility for job site
<br />conditions during the course of construction of this project, including safety for
<br />all persons and property; that this requirement shall apply continuously and not be
<br />limited to normal working hours and that Contractor shall defend,indemnify, and hold
<br />the Owner and the Engineer harmless from any and all liability, real or alleged in
<br />6" Sanitary Sewer
<br />562 L.F.
<br />Sanitary Sewer Manhole
<br />4 Each
<br />connection with the performance of work on this project, excepting for liability
<br />42 Each
<br />WATER SYSTEM
<br />Item
<br />arising from the sole negligence of the Owner or the Engineer.
<br />��!!
<br />C O N S T R U C TIO N
<br />QUANTITIES
<br />14.
<br />Contractor shall give Engineer a minimum of 48 hours notification prior to staking
<br />any utilities.
<br />3 Each
<br />8" Valve
<br />3 Each
<br />15.
<br />Water services shall be marked by the curb and gutter Contractor with "W" stamped
<br />#960)
<br />4 Each
<br />1" Water Service
<br />STREET SYSTEM
<br />on the top of curb. Sewer Services shall be similarly marked with an "S".
<br />16.
<br />All work will be required to beinspected by the Department of Public Works. They
<br />Item
<br />Quantity
<br />shall be notified not less than 24 hours in advance of commencement of work.
<br />\ Lot Grading & Clearing
<br />17.
<br />Lot grading shall be completed before starting any underground construction. Refer to
<br />Roadway Excavation
<br />4,900
<br />C.Y.
<br />attached grading plan.
<br />i2 Compact Original Ground
<br />58,000
<br />S.F.
<br />18.
<br />Each SS service to have C.O. at line. on 6.
<br />Concrete Se Compaction
<br />19,460
<br />S.F.
<br />19.
<br />Note that sanitary inspection will berty
<br />performed by Santail
<br />Joaquinsheet
<br />County Department of
<br />Base -
<br />� Aggregate Base Cl. II (0.25')
<br />17,380
<br />S.F.
<br />Public Works and Woodbridge Sanitary g
<br />9 y District Engineer and /or District staff
<br />Asphalt Concrete - Type'B'(0.17')
<br />17,380
<br />S.F.
<br />(Kleldsen-Sinnock & Associates (209) 946-0268). Must have inspection before backfill
<br />Aggregate Base - Cl. II (0.33')
<br />40,620
<br />S.F.
<br />and notify inspector 48 hours prior.
<br />Asphalt Concrete - Type B (0.20').
<br />40,620
<br />S.F.
<br />20.
<br />No materials resulting from tapping procedures may enter District sewer.
<br />Beveled Curb, Gutter & Sidewalk
<br />2,760
<br />L.F.
<br />21.
<br />Separation of water and sewer mains (including crossings) and sewer laterals crossing
<br />Survey Monument - Type'S'
<br />10
<br />Each
<br />over water mains shall meet or exceed the latest standards of the State of California
<br />Street Sign
<br />4
<br />Each
<br />Department of Health Services. Where water crosses SD or SS use an 18 - 20ft. length
<br />Street Light
<br />7
<br />Each
<br />of Cl. 200 pipe, centered over the SS or SO if: a) The water is under the SS or SD.
<br />Fill Pond
<br />Lump sum
<br />b) The vertical clearance is less than 1 ft.
<br />ChoiO,c/iiK Fence (By
<br />1,402
<br />L.F.
<br />22.
<br />It is agreed that field conditions may require changes to these plans. It is further
<br />agreed that the Director of Public Works may require changes, alterations or additions
<br />STORM DRAIN SYSTEM
<br />to these plans, when the Director deems them to be necessary or desirable for the proper
<br />completion of the work, provided that such changes, alterations or additions shall not
<br />12" Storm Drain
<br />149
<br />L.F.
<br />exceed 10% of the original estimate of the cost for the improvements without prior
<br />15" Storm Drain
<br />124
<br />L.F.
<br />approval of the surety.
<br />10" Storm Drain
<br />48" Storm Drain Manhole
<br />143
<br />1
<br />L.F.
<br />Each
<br />23.
<br />Fire hydrant bid shall include the following: Tee, 6" Lateral, 6" Valve and complete
<br />fire hydrant assembly.
<br />Side Inlet Catch Basin
<br />6
<br />Each
<br />24.
<br />All water lines shall be pressure tested, disinfected,. flushed and tested for bacteria
<br />in conformance with the San Joaquin County Health Code Requirements prior to connecting
<br />to existing water line. Contractor
<br />SANITARY SEWER SYSTEM
<br />shall notify Mokelumne Acres Maintenance District
<br />for approval prior to connecting water line to
<br />existing water line.
<br />6" Sanitary Sewer
<br />562 L.F.
<br />Sanitary Sewer Manhole
<br />4 Each
<br />Sanitary Service
<br />42 Each
<br />WATER SYSTEM
<br />Item
<br />Quantity
<br />6" Water
<br />467L.F.
<br />8" Water
<br />1137 L.F.
<br />6" Valve
<br />3 Each
<br />8" Valve
<br />3 Each
<br />* Fire Hydrant Assembly (Rich Ranger
<br />#960)
<br />4 Each
<br />1" Water Service
<br />42 Each
<br />* Includes Tee, Valve and Lateral
<br />These quantities are for estimating purposes only. Pay quantities will be actual
<br />quantities installed.
<br />SERVICES
<br />Street Lights Woodbridge Lighting District
<br />Sewage Woodbridge Sanitary District
<br />Natural Gas &
<br />Electric P. G. & E.
<br />Telephone Pacific Bell
<br />Television Cable_ Lodi Cable T. V.
<br />Water
<br />Storm Drainage % Mokelumne Acres Maintenance district
<br />LEGEND
<br />S.I.C.B. or Side Inlet Catch Basin
<br />L.P. Low Point
<br />H.P. High Point
<br />T.C. Top of Curb
<br />C.O.T.G. Clean Out to Grade
<br />S.D. Storm Drain Line Indicating Direction of Flow
<br />S.S. Sanitary Sewer Line Indicating Direction of Flow
<br />W. Water Line
<br />q Fire Hydrant
<br />070 Street Light(/oo ob&, f/GSV)
<br />- 4 - V&lVe (/ocTiidinf 90X)
<br />NOTE:
<br />Per�etrgtio.7 Treafrnant w/��q�i�,'
<br />Asp//U/f <Grodc 5G-70 or5'E- 25Oj
<br />is req dof G. go/� 5q. yd. i;7 o le
<br />C7/!7/U/%CO fin: ^%.
<br />SHEET INDEX
<br />10 KEY SHEET
<br />4),®,(4) -PLAN S PROFILE
<br />®,OO DETAILS
<br />OO GRADING PLAN
<br />APPROVED BY
<br />WIIF
<br />,�X X45?A
<br />SN ,/f7A(�U/N COGNL HE,OL 7N O/fTR/GT
<br />UH/E
<br />SAN F✓OAQU/N F/.OE WA.PDEN
<br />DATE
<br />j c 14
<br />GH/EF 0 ,P/D6E Fp/Qf 5TQ/GT
<br />DATE
<br />,
<br />fN6/NEFW lt'OODB2/ 6 SAN/TAQY 9/SM1e7
<br />0.97E
<br />BY DESIGN 7-P DRAWN BY -/M APPROVED BY E /--C;2 BAU M BAC H & PIAZZA
<br />SCIVIL ENGIN
<br />URVEYORSEERS KEY SHEET
<br />SbBMITT y 323 W. ELM ST. LOOT CALIF.
<br />98240 PN:209-369-8819
<br />R.C.E. �yv DATE �-&� SAN JOAQUIN COUSTY DIRECTOR OF PUBLIC WORKS
<br />COUNTRY VIEW SUBDIVISION
<br />UNIT NO, 4
<br />SUBDIVISION IMPROVEMENTS
<br />SHEET,/ D
<br />OF B
<br />JOB NO. g3pti_�
<br />FILE
<br />NO. rJ
<br />6 -go -7
<br />
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