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<br />EX.5O.29
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<br />8" Water
<br />134
<br />L.F.
<br />6" Water
<br />�•�
<br />L.F.
<br />6" Valve
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<br />9
<br />EA.
<br />Fire Hydrant
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<br />20'
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<br />ro lee
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<br />14
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<br />�--- IL of. Paved Parking
<br />6 r�
<br />�ti
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<br />I
<br />To
<br />Toile
<br />5 r 0 loofa// G" crosg
<br />.c C
<br />il
<br />w/ FJ/in4 flange
<br />°
<br />, ... ...
<br />fhrvs/ blacks fa conform
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<br />lawn&nw
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<br />to S/d P/an E -3.
<br />ms's
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<br />NOTES
<br />III
<br />I. The location of the underground utilities, ore plotted from
<br />3
<br />available records and are not complete• contractor shod
<br />contact utility companies to locate utilities.
<br />orGh r/ 2 Remoexistingwater line under the
<br />tof 9)ofand connect w Maintenance Dept.
<br />County
<br />Fw
<br />theSonJoaquin
<br />/ E�`!i 3. Caution -. no laterals from these D. I. C.B. s were found but
<br />c
<br />_ they may exist. Contractor shall determine in field.
<br />NO.
<br />DATE
<br />REVISIONS
<br />BY
<br />DESIGN 7P DRAWN BY --5
<br />APPROVED BY
<br />'
<br />q�
<br />led I
<br />BMI BY
<br />�9G.YS
<br />OUNTY
<br />v/
<br />R.C.E. DATE %�-BG
<br />SA� CN DEPAI ENT OFC
<br />WORKS
<br />PRINTED ON DIEM NO. IODDH CLEARPRINT
<br />9+00
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<br />7+00
<br />8100
<br />CONS TR UGT/O/(
<br />QUANT/T/fS
<br />WATER SYSTEM
<br />8" Water
<br />134
<br />L.F.
<br />6" Water
<br />683
<br />L.F.
<br />6" Valve
<br />ccZ
<br />9
<br />EA.
<br />Fire Hydrant
<br />1
<br />EA.
<br />1" Water Service
<br />20'
<br />1
<br />EA.
<br />9+00
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS - SURVEYORS
<br />W. ST., LODI, CALIF. 95240 PH. 209-368-8098
<br />I
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<br />20'
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<br />.,Pest. ctyar
<br />See Na/e No.3
<br />��e
<br />9- Au unto 6,-.9
<br />sr.
<br />"4o rrc)
<br />►tie,
<br />.Y/a/n
<br />.31"00
<br />(5)
<br />®
<br />9 t14 /ns>a// 9 x 9 x
<br />ro lee
<br />sv/ B11174 fI"#'e
<br />6
<br />7
<br />8
<br />9
<br />1
<br />T
<br />-tinge Pt at -Pavement
<br />�--- IL of. Paved Parking
<br />6 r�
<br />-T-
<br />To
<br />Toile
<br />il
<br />g
<br />°
<br />, ... ...
<br />_
<br />lawn&nw
<br />I
<br />71d
<br />O
<br />Building
<br />/
<br />/
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<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS - SURVEYORS
<br />W. ST., LODI, CALIF. 95240 PH. 209-368-8098
<br />56
<br />54
<br />1+00 2+00 3 +00 52,
<br />0ENZRAL NOTES
<br />1. Contractor to provide compaction tests and be solely responsible for safety conditions.
<br />2. All water pipe shall be A.C.P. Cl. 150 with Ring-Tite connections conforming to AWWA Standard C-400.
<br />3. Testing, sterilization, and installation shall conform to the applicable Standards of the Department of
<br />Public Works and the Local Health District.
<br />4. Jetting will not be allowed except by special arrangement with the Department of Public Works. All costs
<br />associated with jetting, if allowed, shall be borne by the Contractor.
<br />5. When cutting through Augusta,Orange and Main Streets make neat cut. Match existing structural section
<br />(6" A.C. - 3" A.B. min.). Maintain one way traffic at all times and two way at night.
<br />6. San Joaquin County Department of Public Works Specifications and Standard Plans are hereby made a part
<br />of these plans.
<br />-7. Where wafer crosses SD oiSS,use oq /9-20ft. /eogth 0/ CA200,oiae, cei/teredover /he SS a/- 5,0 //:
<br />o.) The water i3 under /he SS or -6,0- b.) Thevei/ica/ c/eare�ce /s less ih4� 1 It
<br />9 Fire hydrenf 0,?I) 6e a Mede/ 6l5 Lony Beach Iran �f'arks w/ Z cs, Z%"auflefs and / & 42i° S/earner ouf/e� or ep0a/,
<br />2,00roved by fbe Chief, 81oodhr1dye Fire Oisfric�
<br />Boekfill with materials equal to or
<br />better than the existing pavement
<br />in quality and thickness.
<br />Existing pint
<br />Z Y o ort b " Comple niml byrq
<br />F , W 6 MN. to a min. relative oongoction
<br />0 (rya) ;_/ of 95%%r4w pavww* and
<br />Q v - - - shockers, and 901E
<br />M e - - - out" shoulden.
<br />- Compact in 24"max. foyers'
<br />to -a minimum
<br />relative compaction
<br />ci % of list 1i.
<br />Compod M 6" layers
<br />IT 0. D' 10" to a minimum
<br />Min. Min relative compaction
<br />0. D.t 20" Ma. of 90 Y,.
<br />NOTES:
<br />1. Relative compodion of materials shall be tested by the Stab of California,
<br />RIGID CONDUIT Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement sholl be neatly at to line prior to trench excavation.
<br />3. Jefung or pavp will be pernwtNd wMifn the Sheet Right of Way with 3 year dared.
<br />TYPICAL TRENCH SACKFILL 4.4 When shown by soil composition and compactibirty, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Warks.
<br />.,4 U6USTP4 J TR £t' 7-
<br />W,4
<br />W,4 isc'/Z L/N£
<br />W00013/Z/Olae
<br />J
<br />Q
<br />1--
<br />O O I
<br />In
<br />k
<br />l ,,4 //V S/
<br />aarnk of Lada 50' 50'
<br />8u' Id'
<br />0
<br />AOA
<br />70 /"q/arer
<br />66 /r75ralleC_6" Tee fEBlind,-IR&
<br />Ed a of Pavetn g r3
<br />I
<br />i
<br />I
<br />i
<br />a
<br />I
<br />I
<br />r
<br />56
<br />54
<br />1+00 2+00 3 +00 52,
<br />0ENZRAL NOTES
<br />1. Contractor to provide compaction tests and be solely responsible for safety conditions.
<br />2. All water pipe shall be A.C.P. Cl. 150 with Ring-Tite connections conforming to AWWA Standard C-400.
<br />3. Testing, sterilization, and installation shall conform to the applicable Standards of the Department of
<br />Public Works and the Local Health District.
<br />4. Jetting will not be allowed except by special arrangement with the Department of Public Works. All costs
<br />associated with jetting, if allowed, shall be borne by the Contractor.
<br />5. When cutting through Augusta,Orange and Main Streets make neat cut. Match existing structural section
<br />(6" A.C. - 3" A.B. min.). Maintain one way traffic at all times and two way at night.
<br />6. San Joaquin County Department of Public Works Specifications and Standard Plans are hereby made a part
<br />of these plans.
<br />-7. Where wafer crosses SD oiSS,use oq /9-20ft. /eogth 0/ CA200,oiae, cei/teredover /he SS a/- 5,0 //:
<br />o.) The water i3 under /he SS or -6,0- b.) Thevei/ica/ c/eare�ce /s less ih4� 1 It
<br />9 Fire hydrenf 0,?I) 6e a Mede/ 6l5 Lony Beach Iran �f'arks w/ Z cs, Z%"auflefs and / & 42i° S/earner ouf/e� or ep0a/,
<br />2,00roved by fbe Chief, 81oodhr1dye Fire Oisfric�
<br />Boekfill with materials equal to or
<br />better than the existing pavement
<br />in quality and thickness.
<br />Existing pint
<br />Z Y o ort b " Comple niml byrq
<br />F , W 6 MN. to a min. relative oongoction
<br />0 (rya) ;_/ of 95%%r4w pavww* and
<br />Q v - - - shockers, and 901E
<br />M e - - - out" shoulden.
<br />- Compact in 24"max. foyers'
<br />to -a minimum
<br />relative compaction
<br />ci % of list 1i.
<br />Compod M 6" layers
<br />IT 0. D' 10" to a minimum
<br />Min. Min relative compaction
<br />0. D.t 20" Ma. of 90 Y,.
<br />NOTES:
<br />1. Relative compodion of materials shall be tested by the Stab of California,
<br />RIGID CONDUIT Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement sholl be neatly at to line prior to trench excavation.
<br />3. Jefung or pavp will be pernwtNd wMifn the Sheet Right of Way with 3 year dared.
<br />TYPICAL TRENCH SACKFILL 4.4 When shown by soil composition and compactibirty, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Warks.
<br />.,4 U6USTP4 J TR £t' 7-
<br />W,4
<br />W,4 isc'/Z L/N£
<br />W00013/Z/Olae
<br />J
<br />Q
<br />1--
<br />O O I
<br />In
<br />k
<br />l ,,4 //V S/
<br />aarnk of Lada 50' 50'
<br />8u' Id'
<br />0
<br />AOA
<br />70 /"q/arer
<br />66 /r75ralleC_6" Tee fEBlind,-IR&
<br />Ed a of Pavetn g r3
<br />SHEET I OF J
<br />T
<br />JOB NO. 86433
<br />FILE
<br />NO.
<br />J
<br />I
<br />i
<br />I
<br />i
<br />I
<br />SHEET I OF J
<br />T
<br />JOB NO. 86433
<br />FILE
<br />NO.
<br />J
<br />
|