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R/W
<br />R/W
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<br />P/CINDY MAP
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<br />Exist, Shed
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<br />TRUCTURA1_ SECTION
<br />5CALE= Hor•iz- /"=5'; Vert -i"=5'
<br />60'
<br />/3
<br />/2
<br />CQNSTRUCTION_STAKINIS LIABILIrY_WAIVER
<br />GENERAL NOTES
<br />These improvement plans have been prepared with the 1. All work shall conform to these plans and any special provisions estimate of the cost for the improvements without prior approval
<br />intent that the firm of Baumbach M Piazza, inc. will be for this project, of the surety.
<br />performing the construction staking for the complete .. Refer to the final map of this subdivision for all [enter line 19. Fire hydrant bid shall include the following: Tee, b" Lateral,
<br />project. If, however, another engineering and/or and property line data. V Valve and complete fire hydrant assembly. t
<br />\ surveying firm should be employed to use these plans for 3. Contractor shall receive an approved set of plans and 20. Pipe type and strengths allowed for
<br />under round utilities u
<br />nl
<br />e
<br />ss
<br />defend,
<br />indemnify and hold
<br />harmles
<br />s, t
<br />he County
<br />San Joaqui
<br />n
<br />,th¢ purpose of construction staking, notice is hereby specifications Prior to beginning construction. otherwise specified on are as follows. Storm Drain (SU� its elected officials, officers, employees, and agents from any9iven that the firm of Baumbach 6 Piazzas Inc. will not 4. Baumbach 6 Piazza (Engineer) -hill all survey controls RCP or ACP, III,Sanitary Sewer i55) -
<br />VCP., Extra Strength and all claims, casts ci litigation, damages, and attorney's
<br />y assume any responsibility for errors or omissions, if construction stakes necessary for completion of work. The per ASTM Std. C-700; Water (N) - PVC, Cl. 150 or greater per ANNA
<br />Je
<br />any, which might occur and which could have been avoided, Contractor shall be responsible for the preservation of all Std. C-900, (PVC, Cl. 150 may be used for SS, with special fees, for persona injury or property inmate of whatever nature
<br />corrected or mitigated if Haumbaeh A Piazza, Inc. had survey and construction stakes. Survey and construction stakes approval of the District), which are claimed to have occurred during the ten of this
<br />21. An Changes p P P 'project.
<br />\ performed the staking work. that are lost or destroyed due to Contractor's negligence will be Y g to the roved Improvement Plans and Specifications
<br />set b the Engineer t
<br />y gi mer at the Contractor's expense. oust be prepared and certified by the Civil Engineer' and shall -8. The owner shall have Compactions tests taken for street subgrade, utility
<br />\ Benchmark Datum Brass Gap stamped LM -10.6 @ 425' NOrthof Bridge 5. The existing underground utilities were plotted from available be approved by 'Director' prior to implementation, trenches and lot fill. Any required retests will be at the contractor's
<br />100,4 6 records. The Contractor shall be responsible for contacting all 22• The street light eysteA shall be installed by Pacific Gas and expense. Sanitary sewer trench compaction tests shall be done by a
<br />E leV-1
<br />\over Bear Creek utility agencies to mark their facilities in the field before any Electric Company. qualified soils testing laboratory as required by the county.
<br />excavation. The Contractor shall notify and coordinate all work 23• All existing irrigation lines within the right of way shall be Contractor shall call for the tests and submit the results to the
<br />\ with any agency requiring removal or relocation of their removed. engineer and County as soon as possible.
<br />utilities, Pacific Bell, P. G. 6 E., and Lockeford Community 24. Sanitary sewer services shall be marked by the curb and gutter
<br />Services District, U.S.A. (600) 642-2444. contractor with an 'S' stamped on the top of curb. 39. Import material sampling and testing shall be the responsiblity of the
<br />6. House services, fire hydrant laterals, and street light conduit 25. Water services shall be marked by the curb and gutter Cant ractor contractor. All results shall be sent to the Engineer and the County
<br />shall beinstalled prior to curb and gutter construction. All with a 'W' stamped on the top of curt, Location of water Inspector. Approval required from J.N. Kleinfelder i Associates.
<br />underground utilities within the street area, including gas and markings shall be verified in the field by the Engineer.
<br />\ telephone lines, shall be installed prior to paving. 26. No materials resulting from tapping procedures may enter District 40. All utilities shall be underground. Existing telephone poles to be
<br />GonSt. B.M. - Painted Sq. • at T. C. 1. All manholes to be set flush with the finish grate unless sewer, removed by Pacific Bell. Joint poles to be removed by P. 6. 1 E.
<br />at the northend Of Vert GgEs . otherwise indicated. 27. Separation of water and sewer mains (including crossings) and
<br />at North 5u bd Bd ry, of 'B60 r CreZk B. All water lines shall have a minimum cover of 30', sewer laterals crossing over water mains shall meet or exceed the 41. Sanitary Sewers shall have laying grade established by layer control.
<br />„
<br />9. Water used in any phase of construction such as backfill latest standards of the State of California Department of Health Video inspection mill be required (see specifications). Deflection
<br />} Terrace Unit No•2 Elev. 99.39 Com Services. test and air test will be required after lines are balled and flushed
<br />v i2" nstaii I5 o watt paction, dust control, testing or other work herein required, q
<br />Nppp \ Street Light shall be included in the unit price or lump sum bid for the 28. Each SS service to have C.D. at property line. See detail on according to the specifications.
<br />4 3 ` Y k respective item of construction. sheet 9
<br />3 \ �`\ \ 10. Contractor shall give Engineer a minimum of 48 hours notification 29. Note that inspection of all underground utilities will be 42. Typical water service size for the
<br />� � �i \ \ \ prior to staking any utilities, performed by San Joaquin County Department of Public Works and
<br />residential lots (1-6 and 8-26) is one
<br />11. Lot grading shall be completed before starting any underground Lockeford Community Services District. They must be inspected inch. See Detail on Sheet 9.
<br />/t0 p(y \ `� construction. Refer to attached grading plan. before backfill. Notify Inspectors 48 hours prior to requiring 43. Contractor shall place tracer wire with
<br />�i 12. Contractorh r
<br />Contractorshall be responsible for notifying and co -coordinate their services. Phone (204) 727-5035, and (209) 468-3022. installation of all mate line.
<br />'L \ all work with any agency requiring removal or relocation of 30. All traffic signs and markings shall conform with San Joaquin 44• Thrust blocks shall be constructed as
<br />Z 2 / \ `�J utilities, such as Pacific Bell, P. 6. i E., etc. County Standards and with the 'Manual on Uniform Traffic Control required by detai l on Sheet 10.
<br />u \ 13. All Water lines shall be pressure tested, disinfected, flushel Devices'.
<br />and tested for bacteria in conformance with the San Joaquin 31. Install a reflective, blue marker near center line of street to
<br />1 r 1 l �o s \ County Health Code Requirements prior to connecting to existing denote the fire hydrant location.
<br />Z11\ Q O 9y Sites \ �✓ waterline. 32. Material sampling and testing shall be the responsibility of the
<br />14. Contractor shall visit site prior to bidding. Specifications are contractor, All results shall be sent to the Engineer and the
<br />U ® PE .\ ✓ `,� a separate document. County Inspector.
<br />�^ 15. New traffic striping and the restoration of any damaged existing 33. The Contractor shall obtain an Encroachment Permit from San
<br />c
<br />I j���c�`� / ✓ ` . painted legends or signs is the responsibility of the Contractor Joaquin County for all work within the existing street.Trtnchmq
<br />and shall be included in his bid price. over 5deev shallh°ve a trench design by a licensed engineer.
<br />) if lb. Where water crosses ED or SS use an 20 ft. length of Cl. 'Do 34. For Water Main under a Sanitary Sewer Lateral crossing, a 20 foot
<br />pipe, centered over the ED or SS if; a) The water is under the ED length of Class 200K-900) pipe shall be ins tailed and centered
<br />y-2 �\ `�� or S5. b) The vertical clearance is less than 1 foot. Applies at the sewer crossing. The vertical separation shall be four
<br />/ to catch basins also, inches minimum.
<br />-�7. All work will be required to be inspected by the Department of 35. All off-site storm drains shall be cleaned prior to final
<br />a Public Works. They shall be notified not less than 24 hours in acceptance,
<br />s x 1"advance of commencement of work. 36. Contractor shall obtain a radio
<br />/ c r grading permit from the San Joaquin
<br />_R V E / Z y+o3o��`9 18. It is agreed that field conditions may require changes to these County Building Division, (Fee by Owner)
<br />/ �eyo Plans. It is further agreed that the Director of Public Works 37. Contractor agrees that he shall assume sole and complete
<br />P UMP %9 �\ g may require changes, alterations or additions to these plans, responsibility for job site conditions during the course of
<br />r S TA T / ON I-' P / -bon the Director deems them to be necessary or desirable for the construction of this project, including safety of all persons and
<br />rn 4 ® 6ST \\ improper completion of the work, provided that such changes, property; that this requirement shall apply continuously and not
<br />p/ alterations or additions shall not exceed 101 of the original be limited to normal working hours; and that the contractor shall
<br />/0 9 8 STORM Q 0 r
<br />30' ¢ 30 1
<br />3' 5' 22' 22' 9 3'
<br />Pnme Coat '
<br />2'
<br />a"per {t . YQrI s E:0.5'-�-I
<br />. P -1� 9.5:rata-
<br />a Neot Cut voiles �� �� a.� .mom,�-
<br />3.37.to 1.1% Ex I5t A.0
<br />T.I.= 5.0
<br />�Vertical TypeCG,;S 0.21' A.C.-Type nB"--/2w Max.Agg.(Instaliin 2lifts) G.E.Recj,ulred=0.96,
<br />92% R.G. Concrete -045' A.B.- Cl 11 3/4" Max, A9g . G. E. Provided= I. 0 1
<br />5ubgrade Compaction 0.67' 950/. R.G. Origin 1 Ground Design R Value: 40
<br />TULLY ROAD
<br />50. R/W
<br />25' 25'
<br />le,
<br />2 2 �-
<br />Prime Coat ^-
<br />44"perft V4"Perft. 1
<br />-3eveled Type 'G4S -- 0.171 'A.C.-Type"c-y211Max.Ag9. Design R Value'40 T.l: 3.5
<br />-- 92% R.C. Concrete -- 0.33'A.B.- CI II 44" Max A
<br />99• G. E, Provided = 0.78 G. E. Required= 0.67'
<br />Subgrade Compaction L- 0.67' 95% RC.Original Ground
<br />FALCON COURT OSPREY COURT
<br />3C'
<br />22'
<br />2 I Prime Coat
<br />°/
<br />5'
<br />2'
<br />I II I --
<br />�ir4"Perft.
<br />C
<br />3'
<br />R/W
<br />1
<br />/W
<br />1
<br />_
<br />-`•1_,711.«.-
<br />_
<br />\\� -Beveled Type GG45
<br />\
<br />0.21'A.C.- Type "B"-1/2"Max, Agg.(If
<br />stall in? lifts)-
<br />- 0.45' A.B.- C1.11 3/4' Max. Agg.
<br />-929e R.C. Concrete
<br />Su Sy rade Compaction
<br />0.67 ' 95 °e R.C. Original Ground
<br />;
<br />Design R-Volue = 40 T.I . =
<br />5.0
<br />G. E. Prov(ded= 1.01 G. E. Required = 0.96
<br />SPARROW
<br />HAWK DR/VE
<br />•_ -
<br />NO.
<br />DATE
<br />REVISIONS
<br />BY
<br />DESIGN S.E.P. DRAWN BY E.S.
<br />APPROVED BY:
<br />Henry M. Hirata RCE No. 21258
<br />ff���/
<br />SUBMITTED BY
<br />4274 9
<br />SAN JOAQUIN LVUNTY
<br />DIREUIDIROFY�2KS�
<br />R.C.E.
<br />Y" DATE / �j
<br />S cif 7
<br />DRA/N,06E POND 9cc� p Const.B.M,-Painted 5q.atT.C.at
<br />0 ) /N. E. Gar. Tu I I Rd 4 Parkdale Dr.
<br />Elev, 102,0
<br />Y,
<br />UTILITY SERVICES TO BE PROVIDED BY:
<br />d OP�
<br />1. Water Lockeford Community
<br />T. Sanitary Services District Q�
<br />J. Storm Drain Bear Gree4 wraceMaintcwsoeaDist. \
<br />4. Telephone Pacific Telephone Co.
<br />S. Electric Pacific Gas i Electric Co. /
<br />6. Natural Gas Pacific Gas i Electric Co. O ��
<br />7. Street Lights Berr CreekTerrnce Lighting District Ndintenance) +
<br />Zone R-18
<br />Easements shall be provided as required by the various
<br />utilities.
<br />SHEET INDEX
<br />LEGEND
<br />U6 SURVEY MONUMENT BOX
<br />X STREET SIGN Q KEY SHEET
<br />�- _---_SIDE INLET CATCH BASIN
<br />LP LOW POINT PLAN � PROFILE
<br />_ O O
<br />H P HIGH POINT
<br />TC --TOP OF CURB O -1D D E Tq IL S
<br />PRC �__ _ POINT OF REVERSE CURVE
<br />650 STORM DRAIN LINE INDICATING DIRECIION OF FLOW 11 GRADING PLAN
<br />SANITARY SEWER LINE INDICATING DIRECTION OF FLOW
<br />6"w WATER LINE AND VALVE
<br />F -_ FIRE HYDRANT
<br />o� STREET LIGHT (150 WATT HIGH PRESSURE -SODIUM VAPOR
<br />�1 120 VOLT SCH. L.S. 1-E) AS SHOWN ON PLAN)
<br />B.C. BEGIN CURVE
<br />E.C. END CURVE
<br />BCR BEGIN CURB RETURN
<br />ECR END CURB RETURN
<br />G.B. GRADE BREAK
<br />B.O. BLOWOFF
<br />L.F. LINEAL FEET APPROVED BY .
<br />P.U.E. PUBLIC UTILITY EASEMENT
<br />L.5.E. LANDSCAPE SETBACK EASEMENT
<br />R/W RIGHT OF WAY j' x,4� p
<br />CENTERLINE`__
<br />FLOW INE MOKELUMNE RE DISTRICT AT
<br />Inv. INVERT
<br />ExIlExl5t_ EXISTING q�
<br />FP PROPERTY LINE
<br />A.G. ASPHALT CONCRETE LOGKEFORMMUNITY ERVICE$DISTRICT D'AT�
<br />A.B. AGGREGATE BASE !' AiRE A.S.B. AGGREGATE SUBBASEC.O.G. COMPACT ORIGINAL GROUND S N AQ COUNTMARSHAL DATE
<br />R.C. RELATIVE COMPACTION
<br />C.S.P. CORRUGATED STEEL PIPE 4, , ., �
<br />B. O. BLOWOFF SYY1\
<br />S.D.MH STORM DRAIN MANHOLE -- -
<br />- - --
<br />S.S.M.I{,-_ SANITARY SEWER MANHOLE JOAQUIN COUNTY PUBLIC HEALTH SERVICES DATE
<br />T.I.TRAFFIC INDEX*
<br />R. RADIUS SCE .(Z96�
<br />DELTA
<br />L . LENGTH
<br />S.S.C,O - SANITARY SEWER CLEANOUT
<br />S.I.C.B SIDE INLET CATCH BASK!
<br />RV -1 f RV -2 R•VALUE SAMPLES
<br />SAUMB -Z KEY MAP
<br />CIVIL Elk'
<br />SURVE`
<br />:ALIF.
<br />6 6'16
<br />TESS/E ESTATES
<br />SUBDIVISIOA! IMPROVEMENTS
<br />SHEET O OF )j
<br />JOB NO. 9094
<br />FILE G-913
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