|
UTILITIES AGENCY
<br />GAS & ELECTRIC PACIFIC GAS & ELECTRIC COMPANY
<br />TELEPHONE PACIFIC BELL
<br />WATER CALIFORNIA WATER SERVICE
<br />SEWER CITY OF STOCKTON
<br />DRAINAGE RECLAMATION DISTRICT NO. 1614
<br />STREET LIGHTS WEST STOCKTON LIGHTING DISTRICT
<br />FIRE PROTECTION CITY OF STOCKTON
<br />Expose c? 27"SS nof•�y Ery -r
<br />17
<br />LEGEND
<br />s" w
<br />Water Main
<br />/2"so
<br />$term Drain
<br />s"ss
<br />Sanitary Sewer
<br />0
<br />Marsha/e
<br />�
<br />Catchbasin f Latera/
<br />�.r
<br />Fire Hydrant
<br />�(
<br />Street Light
<br />KEY MAP
<br />5Ca/e :
<br />eemove exAFA cancrete s/a6 s
<br />Abandon any eye// found per S.✓. Co. County Ord/nonce
<br />70 1 9 1 8 1 7 1 6 1 5 1 4
<br />`''%GEWATER
<br />3 1 Z
<br />COURT
<br />pQ/yA7E ROAD ,
<br />5e0tic rank may exist Search far and if found,
<br />abandon ,oer 5.7d. Co. and/nonce.
<br />STRUCTURAL SECTIONS
<br />scale 7" 6'
<br />R/W
<br />7 /8 ------- - - - - /6 -0.5 i
<br />12'
<br />4
<br />Z
<br />It
<br />0
<br />I J
<br />m
<br />Ica
<br />J
<br />N 0
<br />h
<br />`0
<br />7
<br />0
<br />3
<br />1 I OREGON AVE
<br />67EE Sheep` 2 ter fence
<br />2"5,9120' Cushion adj scent -� Be ve / Tye C G t 5
<br />>'O /afs - /ne/ude /n /0er Sc county Std. 4 /z GurYc o/eCUSbJ
<br />cancrefe bld.
<br />county std•
<br />90% Z" A. C. POP vin Type //r,3 °
<br />RC ConC• SubgradG ¢"Aggregate ,Base - Cl II
<br />Comp. 71/ Aggregc7fe Subb47Se
<br />6" Com aar_ t Orig/na/ Ground Gi° 95 Y. R. 0,
<br />EDGEWATER COURT
<br />4 R= 5 Grove/ Equ/Valent RequirecV /, 25 /provided 1.37
<br />NO. I DATE
<br />RjW 70
<br />�' 35
<br />23' /o'
<br />7'
<br />5aW Gut !4%n. vlin
<br />1 �x
<br />0.5'+
<br />REVISIONS
<br />R/W
<br />G„
<br />?%2"AC Paving ^- ry/ e '/3u B"� 90'% R•C• GonC.
<br />4", Base- G/.7Z / Const,5ubgrode Gornp,
<br />9 / �199regate 5ub,b4P5c type "A"
<br />a" or/9. Groune' 95010 Relative -- CG # 5 - 5 c city of
<br />y 5tockTon 01*47WiI7F /VO,
<br />( £xis t. E. P iy Op/oro,Y. /G.5' from Centerline ) 22 4 25
<br />�x
<br />o3a
<br />COUNTRY CLUB BOULEVARD
<br />57-A . 7 R-9 -±7-0 S-rA . /O t %O -,-
<br />T.
<br />T. /. = G R = 5 C7rove/ EquivC/lent Requ/red = L82 01-ovi&eO' 1.07
<br />BY DESIGN D BY APPROVED
<br />77�42C-e - > A 9; 1985
<br />�SUBMITTE BY
<br />HENRY M. HIRATA RCE 21258
<br />R.C.E. If 530 DATE A -/O- SAN JOAQUIN COU TY DIRECTOR OF PUBLIC WORKS
<br />NERAL NOTES
<br />1. All work shall conform to these plans and any special provisions for this project.
<br />2. fer 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 & Electric Company.
<br />4. Contractor shall receive an 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 responsible for the pre-
<br />servation of all survey and construction stakes. Survey and construction stakes that
<br />are lost or destroyed due to Contractor's negligence will be set by the Engineer at
<br />the 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.
<br />7. House services, fire hydrant laterals, and street tight conduit shall be installed
<br />prior to curb and gutter construction. All underground utilities within the street
<br />area, including gas and telephone lines, shall be installed prior to paving.
<br />8. All manholes to be set flush with the finish grade unless otherwise indicated.
<br />9. All water lines shall have a minimum cover of 3' - 0".
<br />10. All existing irrigation lines within the right of way shall be removed.
<br />11. 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 sum
<br />bid for the respective item of construction.
<br />12. Contractor agrees that he shall assume sole 7hall
<br />d complete responsibility for job site
<br />conditions during the course of constructionf this project, including safety for all
<br />persons and property; that this requirement apply continuously and not be limited
<br />to normal working hours and that Contractor shall defend, indemnify, and hold the Owner,
<br />County and the Engineer harmless from any and all liability, real or alleged, in
<br />connection with the performance of work on this project, excepting for liability arising
<br />from the sole negligence of the Owner or the Engineer.
<br />13. Contractor shall give Engineer a minimum of 48 hours notification prior to staking any
<br />utilities.
<br />14. Sanitary sewer services shall be marked by the curb & gutter contractor with an "S"
<br />stamped on the top of curb.
<br />15. Water services shall be marked by the curb and gutter Contractor with a "W" stamped on
<br />the top of curb. Location of water markings shall be verified in the field by the
<br />Engineer.
<br />16. Lot grading shall be completed before starting any underground construction. Refer to
<br />attached grading plan.
<br />17. Separation of water and sewer mains (including crossings) and sewer laterals crossing
<br />over water mains shall meet or exceed the latest standards of the State of California
<br />Department of Health Services.
<br />18. 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., etc.
<br />19. All off-site water lines shall be pressure tested, disinfected, flushed and tested for
<br />bacteria in conformance with the San Joaquin County Health Code Requirements prior to
<br />connecting to existing water line.
<br />20. Al off-site storm drains shall be cleaned prior to final acceptance.
<br />21. Contractor shall visit site prior to bidding. Specifications are a separate document.
<br />22. New traffic striping and the restoration of any damaged existing painted legends or signs
<br />is the responsibility of the Contractor and shall -be included in his bid price.
<br />23. Where water crosses SD or SS use an 18-20 ft. length of Cl. 200 pipe, centered over
<br />the SS or SO if: a) The water is under the SS or SO. b) The vertical clearance is.less
<br />than 1 ft.
<br />24. The City of Stockton will own sanitary sewer lines.1/dontractor shall notify City &
<br />County for inspection. Any City inspection fees required will be paid by Contractor
<br />and reimbursed by owner.
<br />25. Water system to be owned and installed by California Water Company.
<br />26. The storm drain system will be maintained by and inspected by Reclamation
<br />District #1614. Contact Mr. Hugo H. Lichtenberg, Superintendent of
<br />District (209) 463-2022 for inspection.
<br />CONSTRUCTION QUANTITIES
<br />STREET SYSTEM SANITARY SEWER SYSTEM
<br />Lot Grading Lump Sum 6" Sanitary Site Clearing Lump Sum y Sewer 205 L.F.
<br />Roadway Excavation 1,620 C.Y. 8" Sanitary Sewer 695 L.F.
<br />Compact Original Ground 34,740 S.F. Sanitary Sewer Manhole 4 Each
<br />Concrete Subgrade Compaction 10,700 S.F. Sanitary Service 13 Each
<br />Aggregate Base - Cl. II (6") 1,540 S.F.
<br />Asphalt Concrete - Type B (3 %z") 1,540 S.F. WATER SYSTEM
<br />Aggregate Base - Cl. II (4") 33,200 S.F.
<br />Asphalt Concrete - Type B (2") 33,400 S.F. 6" 896 L.F.
<br />Water Water 56 L.F.
<br />Vertical Curb & Gutter 1,043 L.F. g��
<br />Rolled Curb, Gutter & Sidewalk 1,050 L.F. 6" Water 3 Each
<br />Sidewalk (5') 148 L.F. 8" Valve 2 Each
<br />Survey Monument - Type S 3 Each Fire Hydrant 3 Each
<br />Street Light 4 Each
<br />Street Sign 1 Each 1" Water Service 13 Each
<br />Aggregate Subgrade Base (9") 1,540 S.F. 1 1/2" Water Service 1 Each
<br />Fence 868 L.F. I" P.V.C. (Schedule 40) 65 L.F.
<br />Aggreyote SubyroGe Base (71) 33, 200 S. F.
<br />STORM DRAIN SYSTEM
<br />12" Storm Drain 401 L.F.
<br />15" Storm Drain 164 L.F.
<br />10" Storm Drain (encased) 78 L.F.
<br />48" Storm Drain Manhole 3 Each
<br />Side Inlet Catch Basin 4 Each
<br />^
<br />P.n
<br />n
<br />6
<br />I
<br />I
<br />S
<br />o
<br />SITE
<br />0
<br />�6
<br />Y oec
<br />w�/arChonne/
<br />/ /
<br />VICINITY
<br />MAPN,s.
<br />COURT
<br />pQ/yA7E ROAD ,
<br />5e0tic rank may exist Search far and if found,
<br />abandon ,oer 5.7d. Co. and/nonce.
<br />STRUCTURAL SECTIONS
<br />scale 7" 6'
<br />R/W
<br />7 /8 ------- - - - - /6 -0.5 i
<br />12'
<br />4
<br />Z
<br />It
<br />0
<br />I J
<br />m
<br />Ica
<br />J
<br />N 0
<br />h
<br />`0
<br />7
<br />0
<br />3
<br />1 I OREGON AVE
<br />67EE Sheep` 2 ter fence
<br />2"5,9120' Cushion adj scent -� Be ve / Tye C G t 5
<br />>'O /afs - /ne/ude /n /0er Sc county Std. 4 /z GurYc o/eCUSbJ
<br />cancrefe bld.
<br />county std•
<br />90% Z" A. C. POP vin Type //r,3 °
<br />RC ConC• SubgradG ¢"Aggregate ,Base - Cl II
<br />Comp. 71/ Aggregc7fe Subb47Se
<br />6" Com aar_ t Orig/na/ Ground Gi° 95 Y. R. 0,
<br />EDGEWATER COURT
<br />4 R= 5 Grove/ Equ/Valent RequirecV /, 25 /provided 1.37
<br />NO. I DATE
<br />RjW 70
<br />�' 35
<br />23' /o'
<br />7'
<br />5aW Gut !4%n. vlin
<br />1 �x
<br />0.5'+
<br />REVISIONS
<br />R/W
<br />G„
<br />?%2"AC Paving ^- ry/ e '/3u B"� 90'% R•C• GonC.
<br />4", Base- G/.7Z / Const,5ubgrode Gornp,
<br />9 / �199regate 5ub,b4P5c type "A"
<br />a" or/9. Groune' 95010 Relative -- CG # 5 - 5 c city of
<br />y 5tockTon 01*47WiI7F /VO,
<br />( £xis t. E. P iy Op/oro,Y. /G.5' from Centerline ) 22 4 25
<br />�x
<br />o3a
<br />COUNTRY CLUB BOULEVARD
<br />57-A . 7 R-9 -±7-0 S-rA . /O t %O -,-
<br />T.
<br />T. /. = G R = 5 C7rove/ EquivC/lent Requ/red = L82 01-ovi&eO' 1.07
<br />BY DESIGN D BY APPROVED
<br />77�42C-e - > A 9; 1985
<br />�SUBMITTE BY
<br />HENRY M. HIRATA RCE 21258
<br />R.C.E. If 530 DATE A -/O- SAN JOAQUIN COU TY DIRECTOR OF PUBLIC WORKS
<br />NERAL NOTES
<br />1. All work shall conform to these plans and any special provisions for this project.
<br />2. fer 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 & Electric Company.
<br />4. Contractor shall receive an 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 responsible for the pre-
<br />servation of all survey and construction stakes. Survey and construction stakes that
<br />are lost or destroyed due to Contractor's negligence will be set by the Engineer at
<br />the 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.
<br />7. House services, fire hydrant laterals, and street tight conduit shall be installed
<br />prior to curb and gutter construction. All underground utilities within the street
<br />area, including gas and telephone lines, shall be installed prior to paving.
<br />8. All manholes to be set flush with the finish grade unless otherwise indicated.
<br />9. All water lines shall have a minimum cover of 3' - 0".
<br />10. All existing irrigation lines within the right of way shall be removed.
<br />11. 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 sum
<br />bid for the respective item of construction.
<br />12. Contractor agrees that he shall assume sole 7hall
<br />d complete responsibility for job site
<br />conditions during the course of constructionf this project, including safety for all
<br />persons and property; that this requirement apply continuously and not be limited
<br />to normal working hours and that Contractor shall defend, indemnify, and hold the Owner,
<br />County and the Engineer harmless from any and all liability, real or alleged, in
<br />connection with the performance of work on this project, excepting for liability arising
<br />from the sole negligence of the Owner or the Engineer.
<br />13. Contractor shall give Engineer a minimum of 48 hours notification prior to staking any
<br />utilities.
<br />14. Sanitary sewer services shall be marked by the curb & gutter contractor with an "S"
<br />stamped on the top of curb.
<br />15. Water services shall be marked by the curb and gutter Contractor with a "W" stamped on
<br />the top of curb. Location of water markings shall be verified in the field by the
<br />Engineer.
<br />16. Lot grading shall be completed before starting any underground construction. Refer to
<br />attached grading plan.
<br />17. Separation of water and sewer mains (including crossings) and sewer laterals crossing
<br />over water mains shall meet or exceed the latest standards of the State of California
<br />Department of Health Services.
<br />18. 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., etc.
<br />19. All off-site water lines shall be pressure tested, disinfected, flushed and tested for
<br />bacteria in conformance with the San Joaquin County Health Code Requirements prior to
<br />connecting to existing water line.
<br />20. Al off-site storm drains shall be cleaned prior to final acceptance.
<br />21. Contractor shall visit site prior to bidding. Specifications are a separate document.
<br />22. New traffic striping and the restoration of any damaged existing painted legends or signs
<br />is the responsibility of the Contractor and shall -be included in his bid price.
<br />23. Where water crosses SD or SS use an 18-20 ft. length of Cl. 200 pipe, centered over
<br />the SS or SO if: a) The water is under the SS or SO. b) The vertical clearance is.less
<br />than 1 ft.
<br />24. The City of Stockton will own sanitary sewer lines.1/dontractor shall notify City &
<br />County for inspection. Any City inspection fees required will be paid by Contractor
<br />and reimbursed by owner.
<br />25. Water system to be owned and installed by California Water Company.
<br />26. The storm drain system will be maintained by and inspected by Reclamation
<br />District #1614. Contact Mr. Hugo H. Lichtenberg, Superintendent of
<br />District (209) 463-2022 for inspection.
<br />CONSTRUCTION QUANTITIES
<br />STREET SYSTEM SANITARY SEWER SYSTEM
<br />Lot Grading Lump Sum 6" Sanitary Site Clearing Lump Sum y Sewer 205 L.F.
<br />Roadway Excavation 1,620 C.Y. 8" Sanitary Sewer 695 L.F.
<br />Compact Original Ground 34,740 S.F. Sanitary Sewer Manhole 4 Each
<br />Concrete Subgrade Compaction 10,700 S.F. Sanitary Service 13 Each
<br />Aggregate Base - Cl. II (6") 1,540 S.F.
<br />Asphalt Concrete - Type B (3 %z") 1,540 S.F. WATER SYSTEM
<br />Aggregate Base - Cl. II (4") 33,200 S.F.
<br />Asphalt Concrete - Type B (2") 33,400 S.F. 6" 896 L.F.
<br />Water Water 56 L.F.
<br />Vertical Curb & Gutter 1,043 L.F. g��
<br />Rolled Curb, Gutter & Sidewalk 1,050 L.F. 6" Water 3 Each
<br />Sidewalk (5') 148 L.F. 8" Valve 2 Each
<br />Survey Monument - Type S 3 Each Fire Hydrant 3 Each
<br />Street Light 4 Each
<br />Street Sign 1 Each 1" Water Service 13 Each
<br />Aggregate Subgrade Base (9") 1,540 S.F. 1 1/2" Water Service 1 Each
<br />Fence 868 L.F. I" P.V.C. (Schedule 40) 65 L.F.
<br />Aggreyote SubyroGe Base (71) 33, 200 S. F.
<br />STORM DRAIN SYSTEM
<br />12" Storm Drain 401 L.F.
<br />15" Storm Drain 164 L.F.
<br />10" Storm Drain (encased) 78 L.F.
<br />48" Storm Drain Manhole 3 Each
<br />Side Inlet Catch Basin 4 Each
<br />26. It is agreed that field conditions may require changes ,'
<br />to these plans. It is further agreed that the Director
<br />of Public Works may require changes, alterations or
<br />additions to these plans, when the Director deems them
<br />to be necessary or desirable for the proper completion
<br />of the work, provided that such changes, alterations or
<br />additions shall not exceed 10% of the original estimate
<br />of the cost for the improvements without prior approval
<br />of the surety.
<br />APPROVED BY
<br />L a�Wn .,dta/iltenaace iJy
<br />h'a/neo�vncr5 fts5'n.
<br />�'"''"� 8 • .. 9�ZS�85 ,San.�w Seu�- OiJ=4
<br />- r` C:^.- , •<.., C/Ty OF 57aCA'70N , Dept of Public WOn65
<br />x �p 4 Scc- -4 1
<br />C/7Y OF SrOC.C'7aN, Fire Dept
<br />,= Geyz T2s
<br />INDEX SAN 110W4VZ11N
<br />..L Cl --IL 9EAL7H 9/9r,4/C7
<br />SHEET 1 - TITLE SHEET
<br />SAN ✓aAQa/N COUNTY F/RE MAQSHALL
<br />2 - COUNTRY CLUB BOULEVARD A o P r o v a / is 'ey t.e t/ -e r-
<br />3 - EDGEWATER COURT R£C<A.iJATiO.v o/srRIcr /vo. /6/4
<br />4 - DETAILS AaP r � vol is ey .Latter
<br />CAL/fO,eAr/A ivAT£R SERV/C£
<br />5 - GRADING PLAN
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SUBDIVISION IMPROVEMENTS
<br />SURVEYORS
<br />323 W. ELM ST. LOD1, CALIF.
<br />96240 PH: 209-366-6696
<br />EDGEWATER
<br />SUBDIVISION IMPROVEMENTS
<br />KEY SHEET
<br />SHEET I OF 5
<br />JOB NO. $549
<br />FILE C
<br />NO. V
<br />_
<br />I
<br />I
<br />26. It is agreed that field conditions may require changes ,'
<br />to these plans. It is further agreed that the Director
<br />of Public Works may require changes, alterations or
<br />additions to these plans, when the Director deems them
<br />to be necessary or desirable for the proper completion
<br />of the work, provided that such changes, alterations or
<br />additions shall not exceed 10% of the original estimate
<br />of the cost for the improvements without prior approval
<br />of the surety.
<br />APPROVED BY
<br />L a�Wn .,dta/iltenaace iJy
<br />h'a/neo�vncr5 fts5'n.
<br />�'"''"� 8 • .. 9�ZS�85 ,San.�w Seu�- OiJ=4
<br />- r` C:^.- , •<.., C/Ty OF 57aCA'70N , Dept of Public WOn65
<br />x �p 4 Scc- -4 1
<br />C/7Y OF SrOC.C'7aN, Fire Dept
<br />,= Geyz T2s
<br />INDEX SAN 110W4VZ11N
<br />..L Cl --IL 9EAL7H 9/9r,4/C7
<br />SHEET 1 - TITLE SHEET
<br />SAN ✓aAQa/N COUNTY F/RE MAQSHALL
<br />2 - COUNTRY CLUB BOULEVARD A o P r o v a / is 'ey t.e t/ -e r-
<br />3 - EDGEWATER COURT R£C<A.iJATiO.v o/srRIcr /vo. /6/4
<br />4 - DETAILS AaP r � vol is ey .Latter
<br />CAL/fO,eAr/A ivAT£R SERV/C£
<br />5 - GRADING PLAN
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS
<br />SUBDIVISION IMPROVEMENTS
<br />SURVEYORS
<br />323 W. ELM ST. LOD1, CALIF.
<br />96240 PH: 209-366-6696
<br />EDGEWATER
<br />SUBDIVISION IMPROVEMENTS
<br />KEY SHEET
<br />SHEET I OF 5
<br />JOB NO. $549
<br />FILE C
<br />NO. V
<br />
|