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<br />R/W UNE
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<br />ZONING:
<br />
<br />L - 1
<br />
<br />LAND USE: VACANT
<br />
<br />PARKING REQUIREMENTS
<br />
<br />OFFICE
<br />1 SPACE/ 200 SQ. FT. OFFICE = 305/200
<br />= 2 SPACES
<br />
<br />INDUSTRIAL (ALL PHASES)
<br />1 SPACE/2 EMPLOYEES = 5/2
<br />
<br />TOTAL
<br />
<br />= 3 SPACES
<br />
<br />TOTAL REQUIRED
<br />
<br />= 5 SPACES
<br />
<br />TOTAL PROVIDED
<br />
<br />= 6 SPACES
<br />
<br />-
<br />
<br />ZO_NIN~L=-1~~IGl-fT INQUST_RI.AlJ
<br />
<br />MIN l.OT SIZE 40,000 SQ. FT.
<br />MIN LOT WID rH 200 Fr.
<br />MIN LO r DEPTH - 200 FT.
<br />BUILDING SETBACKS
<br />F-r~ON r 50' -- 0"
<br />SID E-: -- 50 I - 0"
<br />BACK 50'-0"
<br />
<br />9ENERbL NOTES
<br />
<br />TOTAL PROPERTY BOUNDARY AND TOTAL PROJECT
<br />AREA AHE 10.45 ACRES.
<br />SOiL TYPE ON SITE IS SPARR.
<br />
<br />SEWER DISPOSAL BY ON-SITE SEPTIC TANK.
<br />
<br />WATER SUPPLY BY CITY OF ZEPHYRHILLS.
<br />
<br />THIS IS NOT A SURVEY. LEGAL DESCRIPTION
<br />PROVIDED BY THE OWNER. THIS ENGINEERING
<br />FIRM ASSUMES NO RESPONSIBtLfTY
<br />FOR THE COMPLETENESS. COf~RECTNESS, OR THE
<br />ACCURACY OF THIS INFOR~-iATION.
<br />
<br />HANDICAPPED SPACES TO BE SIGNED AND MARKED
<br />PER CITY OF ZEPHYRHILLS STANDARDS.
<br />
<br />LEGAL DESCRiPTION PROVIDED BY THE CliENT.
<br />ENTIRE PROJECT IN FLOOD ZONE C PER FEMA
<br />PANEL NO. 120230-0460, DATED .3!..15-84.
<br />FIRE PROTECTION BY THE CllY OF ZEPHYRHILLS.
<br />THERE ARE NO EXIS1lNG STRUCTURES ON THE SI1E.
<br />SPRINKLING WILL BE USED TO CONTROL
<br />FUGITiVE DUST, IF NECESSARY.
<br />PROJECT TO BE CONSTRUCTED IN PHASES AS SHOWN.
<br />CONTRACTOR TO CONSULT PUBUC WORKS DEP,ARTMENT
<br />PRiOR TO INSTALLAT10N OF DUMPSTER PADS
<br />TO VERIFY SIZE.
<br />SQ. FT. OF PAVING
<br />TOTAL SQ. FT.~ 150.531 (.3.46 AC.)
<br />FUTURE SQ. FT.= 64,301
<br />PROPOSED SQ. FT.::: 86.230
<br />
<br />COPELAND DRIVE WILL BE OWNED & 1-I.AJNTA1NED BY
<br />COPElAND INDUSTRIAL PARK WITH AN EASEMENT GIVEN
<br />TO THE CITY OF ZEPHYRHILLS FOR MAlNTENANCE
<br />OF THE WATER LINE.
<br />
<br />15. FIRE FLOW REQUIRED BY ISO MANUAL = 1,100 GPM
<br />
<br />16. ALL P,ARKING SPACES ARE 10' IN N',;.{G1DTH & 20' IN
<br />LENGTH, EXCEPT HANDICAP PARKI ' .
<br />
<br />1.
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<br />2.
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<br />3.
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<br />4.
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<br />5.
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<br />6.
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<br />7.
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<br />8.
<br />9.
<br />10.
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<br />12.
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<br />SITE DATA
<br />DRAINAGE BASIN "1"
<br />
<br />GRAPHIC SCALE
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<br />DRAINAGE AREA ,..
<br />1~~PERVlOUS AREA =
<br />RETENTION AREA =
<br />
<br />7.80
<br />3.27
<br />1.06
<br />
<br />ZONING:
<br />
<br />RES - 3
<br />
<br />LAND USE: NURSERY
<br />
<br />DRAINAGE BASIN "2"
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<br />( IN FEg!' )
<br />1 inch "'" eo ft..
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<br />1.50
<br />0.09
<br />0.22
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<br />DRAINAGE AREA =
<br />iMPERVlOUS AREA =
<br />RETENllON AREA c
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<br />R/W UNE
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<br />TUCKER ROAD
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<br />CONNECT TO EXIST. 12- WJJ..
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<br />11" WA"lT.R MNH (BY OTHf.R$) r
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<br />N 4163.4621 ~ r 1 EROSION/CONTROl (TYP.)/
<br />E 1045.8993 ,.J / /'.....-
<br />, " " ", ,/ 10 U nuTY EASEMENT I PROP. ~ A. ~
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<br />--~ 10\ UllL1ri EASEMENT 07
<br />
<br />20' DOUBLE \~NG GATE (BY O'1JjER~ /~
<br />
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<br />R/W UNE
<br />
<br />ZONING: L - 1
<br />LAND-USE: VACANT
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<br />RlGHT-OF-WAY UNE
<br />CENTER UNE
<br />DRAINAGE EA~ENT UNE
<br />CONTOURS
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<br />ECRESS EASEMENT
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<br />DtRECTIONAL FlO\V ARRO'tlt'S
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<br />PROPOSED WATER UNE-.
<br />WATER UNE BY omERS
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<br />RETENTION POND
<br />
<br />PAVED MEA
<br />)-,
<br />FUTURE PAVED MEA
<br />
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<br />
<br />All stormwoter runoff from this site sholl be
<br />visually monitored during construction by the
<br />contractor to assure water quality and quantity
<br />are generally maintaIned to. the pr6-d~velopment
<br />1<e'/.~lg. The fo!lcwln9 s~~lI be used to 'lccompli:~h
<br />mitigotion of advef'l3l3 quantity and quality impacts
<br />to offsita properties during construction:
<br />
<br />
<br />
<br />STEEL
<br />STORAGE
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<br />RETENTION POND 1
<br />lOB '"II Tl.~ ... 1.24 ~,CRES
<br />BOnO~.4 .'" 75.75 ""' 1.04 ACRES
<br />'/f8R EL = 76..30
<br />CREST LENGTH => 220'
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<br />A Drainage swales and retention should be rough
<br />constructed first to avoid any increase in
<br />runoff due to the' construction.
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<br />ZONING: L /- 1
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<br />LAND USEr/VACANT
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<br />
<br />B. Temporary erosion and sediment control struc-
<br />tures shall be installed to protect existing
<br />drainage $}'Stems and water quality during
<br />construction. . . .
<br />
<br />"-
<br />/' ___OUTFALL CONTROL STRUCruRE 11 \
<br />____ (SEE SHEET 3 FOR DETAilS) \
<br />~ ~ \
<br />............. ~-', \
<br />X' "-
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<br />25' DRAINAGE --.... --..~ . \
<br />EASEMENT '\ '"
<br />
<br />\
<br />
<br />c.
<br />
<br />Where work is performed in a water course or
<br />water body. silk curtains ond silt screens
<br />, shall be used. to control siltation and tur-
<br />bidity. ...~..
<br />
<br />Disturbed <neos as 0' minimum requirement .,sholl
<br />be 5<3eded and mulched.
<br />
<br />. ". ,,,;' . ,,/, ....... ~.';-C""-_.,--- , _ ..:., /"
<br />If special cOl'fditions exlst.requirin9unof'lti~:"-
<br />cipoted. measures to control storrnwoter runoff,
<br />these. me'Qsures shall bo rmplemGnt~d as soon' 03
<br />pos$ibfe., .
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<br />INVESTlGA TE
<br />BEFO!<:E YOU
<br />EXCAVATE
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<br />E.
<br />
<br />
<br />"CALL SUNSHINE "
<br />
<br />1 -800-282-8881
<br />TOLL FREE
<br />FL. STATUTE 553 351WJ7S) R(OVIRf:S
<br />foIIN. IT 2 DAYS AND 11M Of" 5 DAYS
<br />NOllCE IlUOl<E: YOJ EXCAVATE.
<br />
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<br />
<br />2.
<br />
<br />The grOdin'\) of the last six (6) inches of the relon-- \It,
<br />lion are<lS shall be the last constructIon activity. '.
<br />
<br />Pipe lengths ere opproximate,"ond moy require ..r:n;~\~;; ,
<br />adjustments in th~ field. ' , ;1{'~~ ~
<br />'- ,,'-.,. ....; .,' :..
<br />The contractor is to verify locations and e16votloD3 . ....\ . . :";':'; '.
<br />of 011 outfcHs before constructIon, and if ~ound to' ~.: \.:> .
<br />be inadequate, sholl notify thl3 en9Ine~r. . _ -.. >.. :.. ~i.- .
<br />, , - \ . "
<br />.~ ~'. ~
<br />The contractor. sholl construd 011, drainage 'structures ".-::- .
<br />in accordance with F.O.O.T. standord sp~ifications -
<br />. for rood ond brid96 design.
<br />
<br />Aii reinfor~~d' c!oncrete pipe sholl be Class III with
<br />rubber gasket, joints.
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<br />6.
<br />
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<br />
<br />DRtlNJ.CB CALCUL.trIONS-CITY OF ZllPHYRHlLLS CRITBRL4.
<br />
<br />BASIN .,. MEA '"" 7.80 /01:,.
<br />.E!.e-().cy C... 0.2 ~5 .. 3.0 In./Hr. for 25 '(ec.r Storm E'..ent
<br />
<br />-W '" ~~ .. 0.'41 /oF
<br />
<br />Post Dev - lmp-arviooa .. 3.27 Ac.
<br />Retention .. 1.06 M.
<br />4.33 l,<;, (56%)
<br />C ... .44 (.20) + .56 (.90) ~ 0.59
<br />
<br />l&t ... .59 ('1.00) (3.G) :AI 1.38 I-F
<br />12 12
<br />Storo-wo Requirod .. 1.38 -0.~7 AF - 0.91 /oF
<br />. Stor09" Provi.jf)oj .. ~_
<br />
<br />
<br />N .3406.9722
<br />E 1405.8040
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<br />
<br /><.,ENERAL NOTES
<br />
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<br />
<br />7.
<br />
<br />Operation and maintenance instructions:
<br />
<br />1.
<br />
<br />All construction..shall conform to current CITY of
<br />ZEPHYRHILLS standards. .
<br />
<br />A.
<br />
<br />Th.e stormwater mQnogement system shall
<br />ladically inspectEXf during, <storms to determin6
<br />that. it is operatlng properly. Inspections
<br />also be made when the system is dry.
<br />
<br />TYPICAL PARKING SPACE
<br />N.T.S.
<br />
<br />\
<br />
<br />2.
<br />
<br />All survey data is based on information provided
<br />by owner. The engineer is not responsible
<br />for the completeness, correctness, or accuracy
<br />of this information. .
<br />
<br />The contractor shall locate all utilities or
<br />0;1) underground structures prior to construction.
<br />and notify al/ utilities 48 hours prior to con-
<br />struction commencement.
<br />
<br />8"'Slr~ .:t MEA .. 1.50 AC.
<br />Pre-O",', C "" 0.2 ~ os ,HI n./Hr. for 25 Yeor Storm Event
<br />
<br />~~ .. 2J.L~ ., 0.1)<) AF
<br />
<br />POll D~ - :rr~rvioot .. 0.0~7 AGo
<br />Rt't O<"itioo .. 0.220 ^c.
<br />o1r-;;;:z (21;0;)
<br />c .. .79 (.20) ... .21 (.90) .. 0.35
<br />
<br />,l.C1 .. 0..}5 (1.50) (3.6) .. 0.16 AF
<br />12 12
<br />StorQ90 ROo=lUirf)oj ... 0.16 -0.09 ,If" - 0.07
<br />Stor(l~. Provi<lod .. Q~
<br />
<br />\
<br />
<br />3.
<br />
<br />B.Any" broken pip~~ or da~cig~ inl~ts must be r6-
<br />" paired. or replaced.. Any debris cl~9in9 saf"!16
<br />sholl be removed. 'os necessQry. .
<br />
<br />C. The. retention area shall be periooicalty cleaned
<br />of debris or siltation: .as neCl3"ory.
<br />
<br />. .... ' r' : '.~' - ~'" .. 1 .
<br />
<br />D. ,Swales and 'ditches. sholl.' be cleaned os - required
<br />to n101ntoln fl.ows and resodd~d wilen' necesSQry.
<br />
<br />. ;, ~ .... .
<br />
<br />E. .' 'ThI3 owner is responsible' for, maintenance of the.
<br />. . ...eg~tation in retention areas.' sw?les, and
<br />dilche3.' ,
<br />
<br />
<br />12'
<br />
<br />
<br />/
<br />
<br />10'
<br />TYP.
<br />
<br />6.
<br />
<br />"'-
<br />
<br />WAU<WAY
<br />LO.P................
<br />
<br />BE.NCHMARK: INV. OF 2'1" x 4-0 R.C.P. ON mE NORTH
<br />SIDE CHANCEY ROAD AND mE WEST SIDE OF CSX
<br />RNLROAD. INY'. fL .. "4.70
<br />
<br />4.
<br />5.
<br />
<br />All disturbed areas to be grass & mulched as a min.
<br />Sewage disposal by septic tank
<br />
<br />CONCRETE CURB
<br />STOPS (TYPICAL)
<br />
<br />I
<br />
<br />DATE
<br />
<br />REY1S10~S RE'.'ISED PER CITY COMMENT 7.27.95 aHG
<br />
<br />I
<br />
<br />7-07-95
<br />
<br />DATE
<br />
<br />CAD DRA ll1:SC N Ay'g
<br />
<br />CAD SCAU E . /
<br />
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<br />
<br />SITE PLAN
<br />
<br />WHEEL}3LAST,
<br />
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