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<br />--350,96'8/0
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<br />15,00'
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<br />SCALE: ," = 20'
<br />.-I__. _ ...... --
<br />CI.I.:..Bll~ --==.J
<br />O' 20' 40'
<br />
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<br />
<br />SILT FENCE(TYP)
<br />
<br />(S3) OUTFALL
<br />CONTROL STRUCTURE
<br />TOP=107.50
<br />INV=103.60 /
<br />
<br />LIMITS OF RETAINING
<br />WALL, 50 LF.
<br />TOP ELEV. = 108.00
<br />INVERT = 104.50
<br />
<br />RETENTION POND
<br />(2:1 SIDE SLOPE)
<br />TOP 107.50
<br />80T=104.50
<br />VOL:: 1,581 e.F.
<br />
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<br />mes
<br />
<br />36" R.e.p. 64 LF.
<br />STORAGE VOLUME = 382 e.F.
<br />
<br />WALLED RETENTION POND
<br />TOP ELEV:: 109.30
<br />DHWL = 107.50 ,(:J}f'
<br />INVERT = 105.10 7
<br />227.5 S.F.
<br />544 e.F.
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<br />= 105,68 -----JJ
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<br />SILT FENCE(TYP)
<br />
<br />48.02'
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<br />83.55'
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<br />If'MRT
<br />.. 105,60
<br />
<br />EXISTING CONCRETE PARKING LOT
<br />AND DRIVEWAY ENTRANCE
<br />
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<br />
<br />
<br />Call 48 hours before you dig!
<br />
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<br />':.'.:',.:'~,:. .,-.'-'":.... ...~, .:~:..~.',,,:.,,
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<br />9- COMPACTED SUBGRADE
<br />EXISTING MATERIAL OR SELECT
<br />fILL. STABIllZATlON AS NEEDED
<br />FOR LBR 40
<br />
<br />tT'S THE LAWl
<br />1-800-432-4770
<br />
<br />CONCRETE PAVEMENT DETAIL
<br />N.T.S.
<br />
<br />48,05'
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<br />_' _, _, _V._2~~~-:-~4tiR_ ,Qtl~'710L5.Q, _'_' _. _ ..
<br />;;0~ CllY OF ZEPHYRHILLS . ~.. ;0',
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<br />, 0.<> RETAINING WALL ~ ',' 0,
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<br />, ~ ..,_CONTR9ULEVATl9N=105.5.q.__~',,: ~
<br />
<br />~~~~TREAT'I ~~ PRO~D~:::,634 CF '0 > ~
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<br />y~ <:) f( '~'
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<br />_..._~.SHWT ~..103.75/~~~~"'\?~~~~ '/.\,~~ ,0~
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<br />'~>>M"<<'>>>>>')>
<br />
<br />SEC.
<br />
<br />~ TWP. 2tJ S.t RNG. ~I E.
<br />PASCO COUNTY, FLORIDA
<br />
<br />1.5" ASPHALT CONCRETE
<br />TYPE PC-.3 OR EQUIVALENT
<br />/ / / / / / / / WITH SEALER COAT
<br />////////
<br />/ / / / / / / / ~ 6" L1MEROCK OR D.O.T. SHELL
<br />BASE COMPACTED TO 98% OF
<br />( ) .1 \ \ ( ~Bo"ENSllY PER A.A.S,H,T,O,
<br />
<br />,) 9- COMPACTED SUBGRADE
<br />~ EXISTlNG MATERIAL OR SELECT
<br />} ) ~ FILL, STABILIZATION AS NEEDED
<br />( fOR LBR 40
<br />
<br />
<br />ASPHALT PAVEMENT DETAIL
<br />
<br />N.T.S.
<br />
<br />31.85'
<br />
<br />22.10'
<br />CENTtRUNE EXISTING SWAlE
<br />
<br />RIGHT OF WAY LINE
<br />
<br />EDGE OF PAVEMENT
<br />
<br />
<br />SECTION C-C POND DETAIL
<br />N.T.S.
<br />
<br />NOTE:
<br />CLEAN SAND FilL COMPACTED
<br />TO 100% MAX. DENSITY
<br />
<br />P./?OPOSff./J ./J./?/f/ff IYA r
<br />\"CONCRETE' 3000 PSI
<br />cIL 107.70
<br />108.20 I 107.95
<br />
<br />6% GRADE UNPAVED
<br />
<br />t " ""ml"' 'EN"
<br />
<br />
<br />1 03.90
<br />
<br />1 03.40
<br />
<br />
<br />6'
<br />
<br />#5 @ 18" O.C.
<br />
<br />
<br />N.T.S.
<br />
<br />~
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<br />in
<br />
<br />(2xl4)CONT. .
<br />
<br />
<br />FlLTER BLENO SANO & WELL POINTING
<br />
<br />0.25'
<br />
<br />FILTER SAND DATA
<br />CLASSIFICATION: SP (ASTM D-2487)
<br />COEFFICIENT OF PERMEABILlTTY = 5.42 FT JHR.
<br />EFFECTIVE GRAIN SIZE: O.25mnn
<br />UNIFORMITY COEFFICIENT = 2..8
<br />PERCENT PASSING #200 SIEVE:: 0.3%
<br />
<br />UNDERDRAIN DETAIL W/CLEANOUT
<br />N,T.S.
<br />
<br />N.T.S.
<br />
<br />P./?OPOSff./J ./J./?/f/SIYA r
<br />6"CONCRE1E. 3000 PSI
<br />109.60
<br />109.68
<br />
<br />
<br />6"- GRADE UNPAVED
<br />
<br />104.90
<br />
<br />18' 6'
<br />4:1
<br />MIN.
<br />
<br />
<br />N.T.S.
<br />
<br />LEGEND
<br />
<br />~
<br />"
<br />
<br />Indicates Existing Elevation
<br />
<br />~
<br />Q
<br />D
<br />/
<br />
<br />Indicates Proposed Elevation
<br />
<br />Indicates Existing Asphalt
<br />
<br />Indicates Surface Water Flow
<br />
<br />Indicates Proposed Concrete
<br />
<br />ENGINEER - SURVEYOR
<br />C. Fred Deuel & Associates, Inc.
<br />5151 Gall Boulevard
<br />Zephyrhills, FL 33541
<br />(813) 782-6717
<br />
<br />O\V NER - DEVELOPER
<br />Zoltan Retey - The Hearing Aid Center
<br />5710"C Gall Boulevard
<br />Zephyrhills, FL 33542
<br />(813) 783-1249
<br />
<br />REV.' DATE
<br />
<br />REVISION
<br />
<br />BY
<br />
<br />C. Fred Deuel and Associates, Inc.
<br />CONSULTING ENGINEERS. LAND SURVEYORS. LAND PLANNERS
<br />ST. PETERSBURG. ZEPHYRHILLS
<br />
<br />St. Petersburg Main Office:
<br />1620 First Avenue North
<br />St. Petersburg, Fl 33713
<br />Phone: (727) 822-4151 Fax: (727) 821-7255
<br />
<br />Zephyrhills Branch Office:
<br />5151 Gall Boulevard
<br />Zephyrhill,. FL 33541
<br />Phone: (813) 782-5717 rax: (81.3) 782-5425
<br />
<br />Zephyrhills
<br />
<br />Pavz1zU-, t/t~ Cradznl7 Plan
<br />. PROPOSA'.Ll_-~-O.FF/Cg BU/.l.D/NC
<br />/or2:0J-2J1N Rff7Z'Y
<br />
<br />FLORIDA
<br />
<br />WORK ORDER No. 14454- -ZH
<br />DATE: . December 13, 2005
<br />SCALE: 1 == 20
<br />
<br />DESIGN:
<br />
<br />
<br />
<br />DRA'WN:
<br />
<br />0~~t
<br />
<br />FLORIDA SUR R'S REGISTRATION NO.
<br />FLORIDA ENGINEER'S REGISTRATION NO. ,3%QIc
<br />
<br />OF
<br />
<br />
<br />SHEET
<br />No.
<br />
<br />CHECKED:
<br />
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