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FINISH 6RADE
<br />SUB6RADE
<br />NEN STRI}T BASE SHALL BE MOISTURE
<br />-- ——COVITIOEP AND COMPACTED PURSUANT
<br />TO THE STATE SPECIFICATION, 95%
<br />MINIMUM RELATIVE COMPACTION.
<br />45% MINIMUM
<br />RELATIVE COMPACTION
<br />•- ---=. .- ..
<br />/MATERIAL SHALL BE COMPACTEP
<br />WITH MECHANICAL EQUIOUIPMENT,
<br />ANY METHOD, TO A MINIMUM OF
<br />—t—cIOA; RELATIVE COMPACTION.
<br />OD.
<br />3�2
<br />NOTE5
<br />1. ALL Eh®EJMEMT MATERIALS SHALL CONFORM TO CLA55 I, 11 OR III SOIL
<br />CLA55IFIGATION5 A5 DES16NATED IN ASTM D-2321.
<br />CLASS I: ANGULAR i TO 1JJ' 6RADE7 STOKE, INCLUDING A NUMI6ER OF FILL
<br />MATERIALS THAT HAVE REGIONAL 516NIFICANCE SUCH AS CORAL, SLAG,
<br />CINDER -5, CRUSHE2 STONE OR CRUSHED SHELLS.
<br />CLASS II: COARSE SNV5 AND GRAVELS WITH MAXIMBIM PARTICLE SIZE OF
<br />If % INCLUDING VARIOUSLY 6RADED SANDS AND 6RAVES CONTAINING SMALL
<br />PEX,EJTA6E5 OF FINES, 6&43?ALLY 6RANILAR AND NON-COIE51VE, EITHER FET
<br />OR DRY. SOILS TYPES 6W, 6P, SW AND SP ARE INCLUDED IN THIS CLASS.
<br />CLASS III: FINE SAND AND CLAY 6RAVE5, INCLUDINS FINE SAWS, SAND -CLAY
<br />MIXTURES, AND 6RAVE-CLAY MIXTURES. SOIL TYPES 6M, 6C, 504 AND SC ARE
<br />INCLUDED IN TH15 CLASS. CLA55 III MATERIAL5 SHALL NOT BE USED IN
<br />EMEPME•IT ZONE OF PIPELINES THAT ARE 6REATER THAN 14' OF COVER TO
<br />THE PROPOSED FINISH 6RADE.
<br />2. SELECTED NATIVE MATERIALS CONFORMINY TO CLASS 1, II, OR III MAY BE
<br />U5ED IN ALL E•BEDMEJT ZONES. NATIVE MATERIAL SHALL BE FREE OF ORGANIC
<br />MATERIAL, STONES OR LUMPS EXGEEPIN6 3' IN 6REATEST DIMENSION-
<br />3- ANY AREA AT THE BOTTOM OF THE TRENCH DETERMINED TO BE UNSUITABLE BY
<br />THE 6E9TECFWICAL EN6INEER SHALL BE REMOVED ANID REPLACED WITH 6' OF
<br />CLASS I, II OR III MATERIALS AT 45% MINIMUM RELATIVE COMPACTION. IN
<br />A CASE WERE THE TRENCH BOTTOM IS UNSTABLE, THE BOTTOM AREA SHALL BE
<br />REMOVED AND REPLACED WITH CLASS I, II OR III MATERIALS TO A DE=TM1
<br />DETERMINED BY THE 6EOTEGFWIGAL ENASINEER.
<br />4.-ETTING WILL NOT BE ALLOYED IN THE B49EPHENT ZONES. WHRACTION OF
<br />EMBEDMENT MATERIALS SHALL CONSIST OF HAND TAMPING AND/OR MECHANICAL
<br />TAMEIN6.
<br />P.V.G. 5ANITARY SEWER
<br />TRENCH SECTION
<br />NO SCALE
<br />OOH G
<br />314 � V�9hsl I1 /IS
<br />�� 306
<br />30
<br />TEMPORARY
<br />4AR// / \ ruRLgWwArouND
<br />3r I
<br />\ r
<br />Ip 8
<br />571/8 AND PLUG 5 L.F.
<br />/ b' P.V.G. AT 5=. OA9
<br />}
<br />r/
<br />I
<br />aa.n'
<br />o
<br />LAKE
<br />GOWERGIAL/P.O.
<br />STUB AMID PLUS 5 L.F.
<br />b' P.V.G. AT 5=.075
<br />M. H. M 1
<br />fiAPALLO WAY
<br />160
<br />5TA. 2665
<br />STA. 24W
<br />150
<br />45 L.F.
<br />rsa .,. 12' R. O. P.
<br />AT 5=.005
<br />B'P.V.G.
<br />AT S=.6035
<br />(MW TO MH)
<br />STA. 2644 6
<br />L I IVF
<br />SEE %EE75
<br />STA. P O
<br />16th
<br />P � $
<br />M. M. N 1
<br />LE6END
<br />tp— -
<br />_____
<br />E96E OF PAVEMENT
<br />N
<br />EXI5TIN6
<br />FENCE
<br />ev
<br />EXISTIN6,
<br />1110NITORIN6 WELL
<br />10' MIN. ry Z
<br />MAX. _ =
<br />INITIAL BACKFILL - HAND TAMP OR
<br />MECHANICAL TAMPING AT b' MAXIMUM
<br />LIFTS. PLACE ALL EMXH; B MATERIALS
<br />I-"
<br />—5—
<br />PROPOSED
<br />TO A MINIMUM OF 40% RELATIVE
<br />® M. M. M 1
<br />PROPOSED
<br />SANITARY 5EPER MANHOLE
<br />COMPACTION.
<br />H.
<br />4" HOUSE SEDER LATERAL
<br />QED —
<br />PROPOSED
<br />STORM DRAIN LINE
<br />O •1
<br />PROPOSED
<br />STORM DRAIN MANHOLE
<br />• ara
<br />FROP05EP
<br />STORM DRAIN CATCH BASIN
<br />HAUNGHIN6 - HAND TAMP AT SIDES
<br />AND LWOER PIPE AT 6' MAX. LIFTS.
<br />O
<br />W
<br />$-
<br />w M
<br />JRS1
<br />Z
<br />J
<br />219 L.F. -
<br />4
<br />5. D. M. H. • 5
<br />Vnvz�fo
<br />O
<br />BEDDING - SEE NOTE NO. 3 BELOW.
<br />OD.
<br />3�2
<br />NOTE5
<br />1. ALL Eh®EJMEMT MATERIALS SHALL CONFORM TO CLA55 I, 11 OR III SOIL
<br />CLA55IFIGATION5 A5 DES16NATED IN ASTM D-2321.
<br />CLASS I: ANGULAR i TO 1JJ' 6RADE7 STOKE, INCLUDING A NUMI6ER OF FILL
<br />MATERIALS THAT HAVE REGIONAL 516NIFICANCE SUCH AS CORAL, SLAG,
<br />CINDER -5, CRUSHE2 STONE OR CRUSHED SHELLS.
<br />CLASS II: COARSE SNV5 AND GRAVELS WITH MAXIMBIM PARTICLE SIZE OF
<br />If % INCLUDING VARIOUSLY 6RADED SANDS AND 6RAVES CONTAINING SMALL
<br />PEX,EJTA6E5 OF FINES, 6&43?ALLY 6RANILAR AND NON-COIE51VE, EITHER FET
<br />OR DRY. SOILS TYPES 6W, 6P, SW AND SP ARE INCLUDED IN THIS CLASS.
<br />CLASS III: FINE SAND AND CLAY 6RAVE5, INCLUDINS FINE SAWS, SAND -CLAY
<br />MIXTURES, AND 6RAVE-CLAY MIXTURES. SOIL TYPES 6M, 6C, 504 AND SC ARE
<br />INCLUDED IN TH15 CLASS. CLA55 III MATERIAL5 SHALL NOT BE USED IN
<br />EMEPME•IT ZONE OF PIPELINES THAT ARE 6REATER THAN 14' OF COVER TO
<br />THE PROPOSED FINISH 6RADE.
<br />2. SELECTED NATIVE MATERIALS CONFORMINY TO CLASS 1, II, OR III MAY BE
<br />U5ED IN ALL E•BEDMEJT ZONES. NATIVE MATERIAL SHALL BE FREE OF ORGANIC
<br />MATERIAL, STONES OR LUMPS EXGEEPIN6 3' IN 6REATEST DIMENSION-
<br />3- ANY AREA AT THE BOTTOM OF THE TRENCH DETERMINED TO BE UNSUITABLE BY
<br />THE 6E9TECFWICAL EN6INEER SHALL BE REMOVED ANID REPLACED WITH 6' OF
<br />CLASS I, II OR III MATERIALS AT 45% MINIMUM RELATIVE COMPACTION. IN
<br />A CASE WERE THE TRENCH BOTTOM IS UNSTABLE, THE BOTTOM AREA SHALL BE
<br />REMOVED AND REPLACED WITH CLASS I, II OR III MATERIALS TO A DE=TM1
<br />DETERMINED BY THE 6EOTEGFWIGAL ENASINEER.
<br />4.-ETTING WILL NOT BE ALLOYED IN THE B49EPHENT ZONES. WHRACTION OF
<br />EMBEDMENT MATERIALS SHALL CONSIST OF HAND TAMPING AND/OR MECHANICAL
<br />TAMEIN6.
<br />P.V.G. 5ANITARY SEWER
<br />TRENCH SECTION
<br />NO SCALE
<br />OOH G
<br />314 � V�9hsl I1 /IS
<br />�� 306
<br />30
<br />TEMPORARY
<br />4AR// / \ ruRLgWwArouND
<br />3r I
<br />\ r
<br />Ip 8
<br />571/8 AND PLUG 5 L.F.
<br />/ b' P.V.G. AT 5=. OA9
<br />}
<br />r/
<br />I
<br />aa.n'
<br />o
<br />LAKE
<br />GOWERGIAL/P.O.
<br />STUB AMID PLUS 5 L.F.
<br />b' P.V.G. AT 5=.075
<br />M. H. M 1
<br />fiAPALLO WAY
<br />160
<br />5TA. 2665
<br />STA. 24W
<br />150
<br />45 L.F.
<br />rsa .,. 12' R. O. P.
<br />AT 5=.005
<br />B'P.V.G.
<br />AT S=.6035
<br />(MW TO MH)
<br />STA. 2644 6
<br />L I IVF
<br />SEE %EE75
<br />STA. P O
<br />16th
<br />P � $
<br />M. M. N 1
<br />LE6END
<br />tp— -
<br />EXISTIN6
<br />E96E OF PAVEMENT
<br />— -*
<br />EXI5TIN6
<br />FENCE
<br />ev
<br />EXISTIN6,
<br />1110NITORIN6 WELL
<br />Ma
<br />EXI5TIN6
<br />MAN7E-A OUTFALL LINE
<br />—5—
<br />PROPOSED
<br />SANITARY SEWER LINE
<br />® M. M. M 1
<br />PROPOSED
<br />SANITARY 5EPER MANHOLE
<br />z
<br />PROPOSED
<br />4" HOUSE SEDER LATERAL
<br />QED —
<br />PROPOSED
<br />STORM DRAIN LINE
<br />O •1
<br />PROPOSED
<br />STORM DRAIN MANHOLE
<br />• ara
<br />FROP05EP
<br />STORM DRAIN CATCH BASIN
<br />8 WELL PROPOSED ELEC7ROLIER
<br />N SITE 4
<br />----
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<br />ZW
<br />SUBDIVISION OFF-SITE
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<br />2-
<br />12' R.L.P.
<br />INFR7r8i@!T PLANS
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<br />219 L.F. -
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<br />6" P.V.G.
<br />4''
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<br />SOA. 6+55.4
<br />QzD
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<br />AT 5=.006
<br />IO
<br />$
<br />400 L.F. B' P.Y.G. AKNA CgOO
<br />79 L.F. - IB'
<br />R.G.P. AT S=. GY)IS
<br />41
<br />CLASS 200 AT 5=.0035 A.-4-
<br />S.D. M.H. • 5A
<br />.7. .., m1 1.52.07'
<br />R. G. P~
<br />b
<br />AT 5=.003
<br />$.
<br />STA. 7+76.4
<br />2
<br />15' R.G.P.
<br />\
<br />AT 5=.03
<br />259 L.F. -
<br />B' P.V.C.
<br />AT S=. 0035
<br />133 L.F. -
<br />.�
<br />16' R.G.P.
<br />AT 5=.0015
<br />INSTALL AN IS' FLARED
<br />END
<br />I
<br />1 1R
<br />SECTION AS PER THE DETAIL
<br />SEE STORM DRAIN
<br />ON SHEET 3, TYP.
<br />OUTFALL 'A',
<br />M.N. M 4
<br />SHECT 36
<br />5.2
<br />STA. 6+5PROTECTIONPROTTION
<br />PLATE TISLOPE HEXON
<br />ON AATHES P82 TLAKE
<br />-
<br />IN -ET DETAIL ON SHEET 5,
<br />TYP.
<br />S.D.M.H. • 2
<br />_
<br />94 L.F. - IB' R.G.P. AT 5=.09
<br />,.
<br />$ '
<br />STA. 6+45.0
<br />�
<br />BOAT RAMP
<br />BOAT RAW AND PARKINS
<br />SEE
<br />LOT, SHEET 34
<br />SEE
<br />FOR DETAILS
<br />S. D. N. H.
<br />• 2A
<br />STA. 1+78.0
<br />4I L. F. •-
<br />238 L. F. •�
<br />W/ DRAZN46E
<br />18 R.G.P.
<br />21
<br />B" P.V.L.
<br />&RATE
<br />AT 5=.025
<br />AT S=.ACOS
<br />REG.
<br />STA. 5M0
<br />POOL
<br />v
<br />4,
<br />PARK
<br />54 L. F.
<br />12' R.G. P.
<br />AT S=. 075
<br />T
<br />3
<br />SH: THE OAKH" LAKE
<br />^r
<br />ZW
<br />SUBDIVISION OFF-SITE
<br />ev
<br />INFR7r8i@!T PLANS
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<br />,
<br />5ITE 3
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<br />LL
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<br />$
<br />400 L.F. B' P.Y.G. AKNA CgOO
<br />CLASS 200 AT 5=.0035 A.-4-
<br />.7. .., m1 1.52.07'
<br />16
<br />E. WOODWARD AVENUE
<br />L. F. -
<br />R. C. P.
<br />5=.003
<br />N.H. • 5
<br />STA. 4+15.2
<br />M
<br />L.F. —
<br />R. G. P.
<br />5=. 005
<br />RS 13-10
<br />m
<br />FC
<br />RYAN CARREL, R.C.E. 61619
<br />ry DANIEL ENGLAND, R.C.E. 49026
<br />RECORD D^A ING DAVSKIDMORE, L.S. 7126
<br />No. 1619
<br />--
<br />Y Exp.6-3007
<br />DN i
<br />�? QVII
<br />4�CFCA11�
<br />leo
<br />DRAWN BY: J. 5. H.
<br />DATE: 6/14/05
<br />� �—
<br />SCALe I "=50'
<br />DWG: 246-SSSD I
<br />CHECKED: Kj"N
<br />]oB n 296A-04
<br />SHEET 4
<br />OF 45
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<br />zO1$
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<br />RYAN CARREL, R.C.E. 61619
<br />ry DANIEL ENGLAND, R.C.E. 49026
<br />RECORD D^A ING DAVSKIDMORE, L.S. 7126
<br />No. 1619
<br />--
<br />Y Exp.6-3007
<br />DN i
<br />�? QVII
<br />4�CFCA11�
<br />leo
<br />DRAWN BY: J. 5. H.
<br />DATE: 6/14/05
<br />� �—
<br />SCALe I "=50'
<br />DWG: 246-SSSD I
<br />CHECKED: Kj"N
<br />]oB n 296A-04
<br />SHEET 4
<br />OF 45
<br />
|