|
m
<br />N
<br />R A L
<br />Scale: /n= 5'
<br />C
<br />0
<br />-
<br />c
<br />1 0.50
<br />shall be included in his bid price.
<br />06)
<br />E�
<br />0.65
<br />50
<br />4.0
<br />1.05
<br />-0 LQ
<br />tS
<br />1 0.33
<br />0.67
<br />0.67
<br />0.65
<br />50
<br />4.0
<br />0.79
<br />OC
<br />Vista Rio CbLrr
<br />0.17
<br />73
<br />D
<br />I
<br />a
<br />N >
<br />4.0
<br />c
<br />I
<br />CI
<br />CIL Z
<br />; C
<br />0.67
<br />cg
<br />TD-
<br />I
<br />'
<br />0.79 0.94
<br />C)
<br />O I
<br />0.,33 u
<br />0.67
<br />-E
<br />Q h
<br />�f)
<br />O�+�_
<br />L
<br />.�
<br />I /
<br />Del Rio Drive
<br />0.•D
<br />0.40
<br />0.67
<br />Q %3�
<br />U
<br />40
<br />Q
<br />I
<br />5'
<br />RIVER MEADOWS
<br />I� Scale: 1"= 100'
<br />UNIT NO.2 GENERAL NOTES
<br />1. All work shall conform to these plans and any special provisions for
<br />- 3 this project.
<br />M '2. Refer to the final map of this subdivision for all center line and
<br />3 OkF1 property line data.
<br />0 4J 3. The street light system shall be installed by Pacific Gas & Electric
<br />W F Company.
<br />IZIVER 4. Contractor shall receive an approved set of plans and specifications
<br />\ DeRI f V _prior to beginning construction.
<br />Baumbach & Piazza (Engineer) shall set all survey controls and
<br />5/ \1 � O 5. construction stakes necessary for completion of work. The Contractor
<br />52 53 54 55 56 57 58 % / W O aS�TE shall be responsible for the
<br />� preservation of all survey and
<br />p W construction stakes. Survey and construction stakes that are lost or
<br />DY
<br />destro ed due to Contractor's negligence will be set by the Engineer
<br />( 0.' AUGu$TA AVO at the Contractor's expense.
<br />wID' fN01ANA Rt)• 6. The existing underground utilities were plotted from available
<br />'S a"K' RD UQSi records. The Contractor shall be responsible for contacting all
<br />1 �� utility agencies to mark their facilities in the field before any
<br />76 ¢ 59 / O Q excavation. The Contractor shall notify and coordinate all work
<br />(�, / with any agency requiring removal or relocation of their utilities.
<br />v Pacific Bell, P. G. & E., Lodi Cable T. V., Woodbridge Sanitary
<br />W Q ,� le 79 FsT ��/ �. 2 VICIN�TY MAP District and Mokelumne Acres Maintenance District. U.S.A. (800) 642-
<br />7 !q 2444.
<br />$ `•L NOT TO ,SCALE !� 7. House services, fire hydrant laterals, and street light conduit shall
<br />%5 60 be installed prior to curb and gutter construction. All underground
<br />F2 Q Y A � / [ �� utilities within the street area, including gas and telephone lines,
<br />a O
<br />o k `/ �C Q` shall be installed prior to paving
<br />74 E 1 f ® 90 �-o Q 1 B. All manholes to be set flush with the finish grade unless otherwise
<br />® 6� ,
<br />MMMM I1111'N1 per U.S.G.S E.N. indicated.
<br />y;' 9. All water lines shall have a minimum cover of 30".
<br />a ��` (� 19-D 1907-4S. Locatian N.N. cAtJ104 10. Water used in an
<br />73 2 �� 1 Q� I /-k ` of Masonic Building in the town of! y phase of construction, such as backfill compaction,
<br />/ / �'Q NoodbridQe. Elevation: 46.40 1e �'a dust control, testing or other work herein required, shall be
<br />At L ♦ included in the unit price or lump sum bid for the respective item of
<br />t construction.
<br />e '•. l 11. Contractor agrees that he shall assume sole and complete
<br />77 v 2 ¢ ,/ � responsibility for job site conditions during the course of
<br />Q construction of this
<br />r 9 Y persons and
<br />�� ; �p project including safety for all
<br />`_ property; that this requirement shall apply continuously and not be
<br />8"W / /
<br />2,1111 L 6 NO limited to normal working hours and that Contractor shall defend,
<br />/ /Jrrr! indemnify, and hold the Owner, County and the Engineer harmless from
<br />Aany and all liability, real or alledged, in connection with the
<br />Q LP Side Inlet Catch Basin performance of work on this project, excepting for liability arising
<br />64 Low Point from the sole negligence of the Owner or the Engineer.
<br />DRIV / V / � NHigh Point r 12. Contractor shallgiveEngineer a minimum of 48 hours notification
<br />67 66 65 / Tc Top of Curb prior to staking any utilities.
<br />69 68 I `f cord Clean Out to grade 13. Sanitary sewer services shall be marked by the curb & gutter
<br />•
<br />T C�•-- Store) Drain line Indicating direetion Of flow
<br />Sanitary Sewer Line Indicating direction of flow contractor with an "S" stamped on the top of curb.
<br />Water Lin! I Yllre 14. Water services shall be marked by the curb and gutter Contractor with
<br />a "W" stamped on the top of curb. Location of water markings shall
<br />Fire Hydrant be verified in the field by the Engineer.
<br />Street Light(/No•N1NyAAiwX0r9-AW1*''My4w/A►111/1' 15. Lot gradingshall be completed before starting any underground
<br />y{f1 �•�/ff consruction. Refer to attached grading plan.
<br />self AV AW w IWYrw 16. Separation of water and sewer mains (including crossings) and sewer
<br />WOODBR/OGE GOLF 4COUNTRY CLUB MR �~4wo *AVIV laterals crossing over water mains shall meet or exceed the latest
<br />00 ~ ~ standards of the State of California Department of Health Services.
<br />_ I � LOWLOTIof Soils Test per J.N.Nwinfelder r vjectho.20 1867:05 17. Contractor shall be responsible for notifying and co -coordinate all
<br />/ work with any agency requiring removal or relocation of utilities,
<br />WOODBRIDGE GREEA15 11nr�'JI KEY MAPRYI ES :
<br />such as Pacific Bell, P. G. & E., etc.
<br />Scale: /"= /00' 18. All off-site water lines shall be pressure tested, disinfected,
<br />'RNESS WAV
<br />GRANDE R11
<br />2I
<br />25'
<br />Beve/ed- Type CG4 S
<br />90% Rx, concrete
<br />5416grode Comooct/on
<br />;L RI
<br />IVE
<br />RIVE
<br />50'
<br />S T R UC T U
<br />VISTA RIO COURT
<br />RIVERSIDE DRIVE
<br />R A L
<br />Scale: /n= 5'
<br />Street Li tf
<br />9h Woodbridge Lighting District
<br />Sewage MoodbMdge Sanitary District
<br />Natural bas i Electric - P. G. Pacific E.
<br />S E C TIO N Telephone Television Cable LodiBell
<br />Lodi Cable T.Y.
<br />iftterseparate
<br />Stora) Drainage------Itkeluwre'Aerea Maintenance Disteict
<br />flushed and tested for bacteria in conformance with the San Joaquin
<br />County Health Code Requirements prior to connecting to existing water
<br />line.
<br />19. All off-site storm drains shall be cleaned prior to final acceptance.
<br />20. Contractor shall visit site prior to bidding. Specifications are a
<br />document.
<br />21. New traffic striping and the restoration of any damaged existing
<br />painted legends or signs is the responsibility of the Contractor and
<br />-
<br />_
<br />1 0.50
<br />shall be included in his bid price.
<br />25'
<br />/8'
<br />4"10er ft. 1
<br />13
<br />L=
<br />4 rype "B " 1/2 /' Max. 4q9.
<br />AB Cl ZT 3/4" IWGrx. Agy. ,I!'
<br />22. Where water crosses SD or SS use an 18-20 ft. length of Cl. 200 pipe,
<br />centered over the SS or SD if: a) The water is under the SS or SD.
<br />b) The vertical clearance is less than 1 foot. 4011f5 M C4,Yhl BASINS '01.45fWEP 141f?&S 4150.
<br />23. No materials resulting from tapping procedures may enter District
<br />sewer.
<br />24. All work will be required to be inspected by the Department of Public
<br />Works. They shall be notified not less than 24 hours in advance of
<br />commencement of work.
<br />25. Each SS service to have C.O. at property line.
<br />26. It is agreed that field conditions may require changes to these
<br />plans. It is further agreed that the Director of Public Works may
<br />require changes, alterations or additions to these plans, when the
<br />Director deems them to be necessary or desirable for the proper
<br />95i R. 0. Ori /no/ Ground eY completion of the work, provided that such changes, alterations or
<br />9 A.C.- Asphalt Concrete A.B.- Aggregate Base C.O.G.- Com pact Original Ground G.E.-Gravel Equivalent additions shall not exceed 10% of the original estimate of the cost
<br />for the improvements without prior approval of the surety.
<br />30 �' \ 27. Fire hydrant bid shall include the following: Tee, 6" Lateral, 6"
<br />NOTE: -Structural section within Unit 2 are based upon an assumed "R".:value°of,�, J Valve and complete fire hydrant assembly.
<br />-Imported fill shall be tested for "R" value and final structural section apipro(edby Co. Engineer prior 28. Prior to performing any work in Woodbridge Road, the Contractor shall
<br />t0 road construction.obtain an Encroachment Permit from the San Joaquin County Department
<br />of Public Works.
<br />29. Contractor shall notify Mokelumne Acres Maintenance District for
<br />w oo D B R I O GE ROAD approval prior to connecting water line to existing water main.
<br />r 30. Installation of all sanitary sewer improvements shall conform to the
<br />R"Value= 50 T.1,=6 G.E. Req'd.= 0.96 G.E. Provided= Lol Ir o /n SHEET INDEX APPRb V ED BY standards of the Woodbridge Sanitary District. All such work is
<br />o subject to inspection by the District Engineer. The Contractor shall
<br />40' EXl$t PpVelTlent notify District Engineer 48 hours
<br />prior to the commencement of any
<br />work on the sanitary system. (209) 946-0268.
<br />7.5' 2O' /2' O E I S H E E T -��' g- a$ 31. Contractor shall obtain a grading permit from the San Joaquin County
<br />0.5' JOAQUIN COUNTY HEALTH DISTRICT DATE Building Division. (Fee By Owner)
<br />=� I` � � -7-S -Sg 32. Pipe type an� strengths allowed for underground utilities, unless
<br />2/ y 0 0 DETAILSPLAN
<br />w otherwise specified on
<br />e or ACP, Cl. iII; Sanitary Sewer (SS) - PVC, per ASTM D3034, SDR35;
<br />' %4'p rff. -J--- --- SAN QUIN FIRE W D DATE
<br />T_ P Plans, are as follows: Storm Drain (SD) - RCP
<br />.:., .� ,.. �---- Exist. Roadwa �
<br />'., - ✓ e Water (W)' - PVC, Cl. 150 or greater per AWWA Std. C-900 or ACP., Cl.
<br />D GRADING PLAN CHOF DGE E DIS T DATE 150 or greater per ASTM C296, Type II.
<br />6 High Maso nary / �ry „ 0 / �j' s 33. All traffic signs and markings shall conform to San Joaquin County Standards
<br />Vertrca/ CGS (Std a 51 0.20'A.C.�T e Q /2 Max.A 7 CONSTRUCTION QUANTITIES ,��"GSL 7•/'')•98 and to the "Manual of Uniform Traffic Control Devices".
<br />Fence Design to be YP 99'
<br />approved by S. J. Co. 92% R.C. Concrete Subgrade 0.50A8. �C/, IL 3/4" MQX• Agg• ** ENGINEER WOODBRID SANITARY DISTRICT DATE 34. Any changes to the approved Improvement Plans..and Specifications must be
<br />Compaction 0.67' 95% R.C. Original Ground and certified b "
<br />Department of � 2 GE N E RA TO f� DETAIL__- WELL SITE .� eq/J,orot/a/ inva�d i><cvnstrUcfian does not begin within /20 prepared y the Civil Engineer and shall be approved by the
<br />Concrete STAN DA R D "Director" prior to implementation.
<br />Public Works, Prior 40' days 2tter Siyniny. 35. At the time of acceptance of +improvements, the resolution shall include that
<br />to construction. CONSTRUCTION STAKING LIABILITY WAIVER
<br />05 75 Varies CONSTRUCTION Rio Drive and Wilderness Way be declared through highways at the intersections
<br />/�
<br />/4 rft. ---- f •
<br />- F _ _ ____ _ _ o Grande Rio Drive and Vista Rio Court.
<br />_ � Varies .. ..,..
<br />Z) 3 „ 36. Co actin�on Tests:
<br />l u R 1 V These improvement plans have been prepared with the 1f q r� Own ha
<br />Pe _ w o �INIr 1 its I,�U��� 6� T?I azza /-/3-89 The er s 11 have compaction tests taken for street subgrade, utility trenches and
<br />2 0� v intent that the firm of Baumbach & Piazza, Inc'. will be ,
<br />oL lot fill. Any required retests will be at the Contractors expense. Sanitary Sewer
<br />performing the construction staking for the complete
<br />project. If, however, another engineering and/or �, ,;, trench compaction tests shall be done by a qualified soils testing laboratory as
<br />- follows•
<br />Feather Exlst.Roadway surveying firm should be employed to use these plans for
<br />Note:Gutter Pan Slope (Sto34r65.3to W/A.Cto Crown the purpose of construction staking, notice is hereby = Frequency nth (Inches)
<br />/ Yert%COIT e GGsS16t436t94.75� 020'�1.C.-- Type /'B/' vP" Max• Aq9, assumegiven res onsibthe firm iliBaufor cerrorsaoraomissions11 fot Sanitary Sewer trenches less than 6' deep 200" 0-6 4-30
<br />I ; YP (Std.B5) v p Y
<br />92% R.C. Concrete SUbgrade 0.5o'AB.� C/. II 3/4" Max. Agy. any, which might occur and which could have been.a Bided, Sanitary Sewer trenches over 6 deep 200 0-6, 24 30 $ 42 48
<br />95% R,C. Original Ground 0.67'
<br />Compaction corrected or mitigated if Baumbach & Piazza,' Inc:•►FtSd
<br />Test results shall he submitted to the Engineer as soon as soon as possible.
<br />`., SUPERELEVATION performed the staking work.
<br />NO. DATE REVISIONS BY y� ' OI I�
<br />�• DESIGN DRAWN BY APPROVED BY: Henry M. Hirata RCE No. 21258 B A U M B A -`i. H & PIAZZA SMEET OF
<br />-), 19�� CIVIL ENGINEERS KEY SHEET DEL RIO
<br />SURVEYORS' Joe No. 8752
<br />3 le -BS' A�7r 'C3... /� 70 1 T./? SU ED Bye
<br />3 / O /13 OK./ 40;Z" 1:90 R.C.E. /9G B DATE 6 -2 -ea AN JOAQUIN
<br />l�
<br />323 W. ELM ST. L001, CALIF.
<br />F PUBLIC WORKS- 95240 PH: 209-388-06141
<br />j+IL_
<br />f
<br />Units 2
<br />FILE
<br />No. G -g 4:3
<br />-* STRUCTURAL SECTION CHART FOR 50' STREETS
<br />Street Name A. C. A.B. C.O.G. C.S.C. G.E. Re d R Value Traffic Ind. G.E. Prov.
<br />Del Rio Drive
<br />0.20
<br />1 0.50
<br />0.67
<br />0.67
<br />0.65
<br />50
<br />4.0
<br />1.05
<br />Wilderness Way0.17
<br />1 0.33
<br />0.67
<br />0.67
<br />0.65
<br />50
<br />4.0
<br />0.79
<br />Vista Rio CbLrr
<br />0.17
<br />1 0.33
<br />0.67
<br />0.67
<br />0.65
<br />50
<br />4.0
<br />0.79
<br />Riverside Drive
<br />0.19
<br />0.3340
<br />0.67
<br />0.67
<br />--0,7-T 90
<br />40
<br />4.0
<br />0.79 0.94
<br />Grande Rio Drive
<br />O I
<br />0.,33 u
<br />0.67
<br />9ra7vK
<br />� 73'o.yU
<br />40
<br />4.0
<br />Del Rio Drive
<br />0.•D
<br />0.40
<br />0.67
<br />9.67,m
<br />_0�7o•?o
<br />40
<br />4.0
<br />,_};$'0.94
<br />:]I
<br />Wilderness Way
<br />00
<br />0
<br />40
<br />1 4.0
<br />1 a.&? r,�W
<br />22. Where water crosses SD or SS use an 18-20 ft. length of Cl. 200 pipe,
<br />centered over the SS or SD if: a) The water is under the SS or SD.
<br />b) The vertical clearance is less than 1 foot. 4011f5 M C4,Yhl BASINS '01.45fWEP 141f?&S 4150.
<br />23. No materials resulting from tapping procedures may enter District
<br />sewer.
<br />24. All work will be required to be inspected by the Department of Public
<br />Works. They shall be notified not less than 24 hours in advance of
<br />commencement of work.
<br />25. Each SS service to have C.O. at property line.
<br />26. It is agreed that field conditions may require changes to these
<br />plans. It is further agreed that the Director of Public Works may
<br />require changes, alterations or additions to these plans, when the
<br />Director deems them to be necessary or desirable for the proper
<br />95i R. 0. Ori /no/ Ground eY completion of the work, provided that such changes, alterations or
<br />9 A.C.- Asphalt Concrete A.B.- Aggregate Base C.O.G.- Com pact Original Ground G.E.-Gravel Equivalent additions shall not exceed 10% of the original estimate of the cost
<br />for the improvements without prior approval of the surety.
<br />30 �' \ 27. Fire hydrant bid shall include the following: Tee, 6" Lateral, 6"
<br />NOTE: -Structural section within Unit 2 are based upon an assumed "R".:value°of,�, J Valve and complete fire hydrant assembly.
<br />-Imported fill shall be tested for "R" value and final structural section apipro(edby Co. Engineer prior 28. Prior to performing any work in Woodbridge Road, the Contractor shall
<br />t0 road construction.obtain an Encroachment Permit from the San Joaquin County Department
<br />of Public Works.
<br />29. Contractor shall notify Mokelumne Acres Maintenance District for
<br />w oo D B R I O GE ROAD approval prior to connecting water line to existing water main.
<br />r 30. Installation of all sanitary sewer improvements shall conform to the
<br />R"Value= 50 T.1,=6 G.E. Req'd.= 0.96 G.E. Provided= Lol Ir o /n SHEET INDEX APPRb V ED BY standards of the Woodbridge Sanitary District. All such work is
<br />o subject to inspection by the District Engineer. The Contractor shall
<br />40' EXl$t PpVelTlent notify District Engineer 48 hours
<br />prior to the commencement of any
<br />work on the sanitary system. (209) 946-0268.
<br />7.5' 2O' /2' O E I S H E E T -��' g- a$ 31. Contractor shall obtain a grading permit from the San Joaquin County
<br />0.5' JOAQUIN COUNTY HEALTH DISTRICT DATE Building Division. (Fee By Owner)
<br />=� I` � � -7-S -Sg 32. Pipe type an� strengths allowed for underground utilities, unless
<br />2/ y 0 0 DETAILSPLAN
<br />w otherwise specified on
<br />e or ACP, Cl. iII; Sanitary Sewer (SS) - PVC, per ASTM D3034, SDR35;
<br />' %4'p rff. -J--- --- SAN QUIN FIRE W D DATE
<br />T_ P Plans, are as follows: Storm Drain (SD) - RCP
<br />.:., .� ,.. �---- Exist. Roadwa �
<br />'., - ✓ e Water (W)' - PVC, Cl. 150 or greater per AWWA Std. C-900 or ACP., Cl.
<br />D GRADING PLAN CHOF DGE E DIS T DATE 150 or greater per ASTM C296, Type II.
<br />6 High Maso nary / �ry „ 0 / �j' s 33. All traffic signs and markings shall conform to San Joaquin County Standards
<br />Vertrca/ CGS (Std a 51 0.20'A.C.�T e Q /2 Max.A 7 CONSTRUCTION QUANTITIES ,��"GSL 7•/'')•98 and to the "Manual of Uniform Traffic Control Devices".
<br />Fence Design to be YP 99'
<br />approved by S. J. Co. 92% R.C. Concrete Subgrade 0.50A8. �C/, IL 3/4" MQX• Agg• ** ENGINEER WOODBRID SANITARY DISTRICT DATE 34. Any changes to the approved Improvement Plans..and Specifications must be
<br />Compaction 0.67' 95% R.C. Original Ground and certified b "
<br />Department of � 2 GE N E RA TO f� DETAIL__- WELL SITE .� eq/J,orot/a/ inva�d i><cvnstrUcfian does not begin within /20 prepared y the Civil Engineer and shall be approved by the
<br />Concrete STAN DA R D "Director" prior to implementation.
<br />Public Works, Prior 40' days 2tter Siyniny. 35. At the time of acceptance of +improvements, the resolution shall include that
<br />to construction. CONSTRUCTION STAKING LIABILITY WAIVER
<br />05 75 Varies CONSTRUCTION Rio Drive and Wilderness Way be declared through highways at the intersections
<br />/�
<br />/4 rft. ---- f •
<br />- F _ _ ____ _ _ o Grande Rio Drive and Vista Rio Court.
<br />_ � Varies .. ..,..
<br />Z) 3 „ 36. Co actin�on Tests:
<br />l u R 1 V These improvement plans have been prepared with the 1f q r� Own ha
<br />Pe _ w o �INIr 1 its I,�U��� 6� T?I azza /-/3-89 The er s 11 have compaction tests taken for street subgrade, utility trenches and
<br />2 0� v intent that the firm of Baumbach & Piazza, Inc'. will be ,
<br />oL lot fill. Any required retests will be at the Contractors expense. Sanitary Sewer
<br />performing the construction staking for the complete
<br />project. If, however, another engineering and/or �, ,;, trench compaction tests shall be done by a qualified soils testing laboratory as
<br />- follows•
<br />Feather Exlst.Roadway surveying firm should be employed to use these plans for
<br />Note:Gutter Pan Slope (Sto34r65.3to W/A.Cto Crown the purpose of construction staking, notice is hereby = Frequency nth (Inches)
<br />/ Yert%COIT e GGsS16t436t94.75� 020'�1.C.-- Type /'B/' vP" Max• Aq9, assumegiven res onsibthe firm iliBaufor cerrorsaoraomissions11 fot Sanitary Sewer trenches less than 6' deep 200" 0-6 4-30
<br />I ; YP (Std.B5) v p Y
<br />92% R.C. Concrete SUbgrade 0.5o'AB.� C/. II 3/4" Max. Agy. any, which might occur and which could have been.a Bided, Sanitary Sewer trenches over 6 deep 200 0-6, 24 30 $ 42 48
<br />95% R,C. Original Ground 0.67'
<br />Compaction corrected or mitigated if Baumbach & Piazza,' Inc:•►FtSd
<br />Test results shall he submitted to the Engineer as soon as soon as possible.
<br />`., SUPERELEVATION performed the staking work.
<br />NO. DATE REVISIONS BY y� ' OI I�
<br />�• DESIGN DRAWN BY APPROVED BY: Henry M. Hirata RCE No. 21258 B A U M B A -`i. H & PIAZZA SMEET OF
<br />-), 19�� CIVIL ENGINEERS KEY SHEET DEL RIO
<br />SURVEYORS' Joe No. 8752
<br />3 le -BS' A�7r 'C3... /� 70 1 T./? SU ED Bye
<br />3 / O /13 OK./ 40;Z" 1:90 R.C.E. /9G B DATE 6 -2 -ea AN JOAQUIN
<br />l�
<br />323 W. ELM ST. L001, CALIF.
<br />F PUBLIC WORKS- 95240 PH: 209-388-06141
<br />j+IL_
<br />f
<br />Units 2
<br />FILE
<br />No. G -g 4:3
<br />
|