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HomeMy WebLinkAbout96-5856 c2_5: 6-0 ~)~ . BUILDIN . BUILDING PERMIT 0 CITY OF ZEPHYRHILLS Permit N · (813) 788-6611 -~5856 13 ;2b < crv ~TR:~ Date -!J'--f}:J.. -9b PLUMBING MECHANICAL Sewer Conn Water Conn: P<aperty Owne, 1{fLt;~ . Job Address: l? 9--5- ~~ ~ Parcell.D. # Zoning: 7J.rgy Cqde: Description of Work A~ ~ (f.AI. Water Meter: T.I.F.'s: Radon Gas: NO OCCUPANCY BEFORE C.O. FINAL C.O. ~ Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector Permit Fee Signature Company Address Telephone# 9~'-. l77:J / ~~~~. 1-t.J:.."'<(" U..,....,?v.:J. Il L. :5~' ( ."'- ,~ Valuation or Contract Price ;L J -5 "-0. C/V J City License Registration # / 7 ~ ~ - State Certified License# ]~-d7 ~~_~ 7J~~ I') ?!:;,- BUILDING ELECTRICAL PLUMBING MECHANICAL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Ftr. Pre SLB Lintel FRM. Insul. CL WL SLB Tub Set Water Sewer Final Breakers Ducts Ins!. Compressor Final Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($15.00) shall be made for each trip for each trade: a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d. Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. APPLICATION FOR PERMIT CITY OF ZEPHYRHILLS BUILDING DEPARTMENT D..vJ- 9';; IJJS ~ I~ -- C?? OWNER'S NAKE (...I )lttEL. t3 <.:..,1157 /.r-J Go PHONE 7157!!1 OWNER'S ADDRESS '5C1 s \ 3~ S l COf€L..o.....J? 0 v C .. r...: <..O-olt? ()., BLOCK SUBDIVISION JOB ADDRESS LEGAL DESCRIPTION: LOT(S) PARCEL I.D.' ;)'f-~~;)/.... (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:_New Construction _Addition _Alteration _Repair _Install ~Sign _Move _Deaolish PROPOSED USE: _Single Faaily L-ec:-ercial _H/F _' of Units _H/H _Indust. _Swia. Pool _Other _Restaurant it Health Deparbaent Approval DESCRIPTION OF WORK: ~{"~i W-'\\\ Sl('"rJ 3""7'-2'1 7. ~ Feet, 2... Height BUILDING SIZE: X Square RESIDENTIAL: COMMERCIAL : ATTACH (2) PLOT PLANS it (2) SETS OF BUILDING PLANS it (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS it (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED ~BUILDING $ 2l SO u-U e "K I~+,""G c::.\'lt...C..n\ 3-.ELECTRICAL AMP Service Valuation of Total Construction Florida. Power Corp. W.R.E.C. _MEGllARIGAI. $ Valuation of Mechanical Installation _PLUKBING GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: _Block _Fraae _Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO **.**...........*......*.*.**.....***..*.. BUILDER CONTRACTOR SECTION I'nUDUnr 0~s7 C(f;/<JTk.1t.. 5 I C..; S ~ ~ ~:~ert. or Regist.' ~S" Oc::>006~ / ~/. /~/ City License Registration' .' '7 7 <;"" .................*......................*. Signature RT.RGTRICIAN 7~ ~~?// COMPANY ~E.::S7 c~.AJ7kj'1 SIc/\}-5 State Cert. or Regist. t tfiSooood:fl. 7 . City License Registration t .....*.**.....*....**.......****.***....*. SionJ!lture PLUKBER COMPANY State Cert. or Regist. , City License Registration t .................***......*....*....*.*... , . Signature MECHANICAL COMPANY State Cert. or Regist. t Signature City License Registration , *..*..*....~**..*...*..***..*.*.**..**.... OTRRR COMPANY State Cert. or Regist. , Signature City License Registration , *...*.*.*.*.*.*..***...*.*.**.********..*. APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRICTIONS . rile undersigned understands that this pertit lay be subject to 'deed restrictions" wbich lay be lOre restrictive tban City regulations. 'be undersigned assUles responsibility for COIpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner bas bired a contractor or contractors to undertake work, they lay be required to be licensed in accordance witb state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor lilY be cited for a lisd_anor violation under state law. If the owner or intended contractor are uncertain as to wbat licensing requirBlents lay apply for the intended work, they are advised to contact the City of Zepbyrbills Building Departlent, (813) 788-6611. FurtberlOre, if the owner bas bired a contractor or contractors, be is advised to bave the contractor(s) sign portions of the 'Contractor Sections. of this application for wbicb they will be responsible. If you, as the OlDer sign as the contractor, you are indicating that you, rather than tbe contractor, are responsible for the work. If the contractor wisbes you to sign as contractor that laY be an indication that be is not properly licensed and is not entitled to perlitting privileges in the City of Zepbyrbills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, bave been provided with a copy of "Plorida's Construction Lien Law - HOIeOWDer's Protection Guide" prepared by the Florida DepartJent of Agriculture and ConsUJer Affairs. If the applicant is lDeOJle other than the Downer", I certify that I bave obtained a copy of the above described docUll!Jlt and prOlise in good faith to deliver it to the "owner" prior to COIleDCBlent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developleDt. Application is berehy lade to obtain a perlit to do work and installation as indicated. I certify that no work or installation bas cOllenced prior to issuance of a pertit and that all work will be perfoCJed to leet standards of all laws regulating construction, City codes, zoning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that the regulations of other governJental agencies lilY apply to the intended work, and that it is Iy responsibility to identify wbat actions I lust take to be in colpliance. Such agencies include but are not liJited to: t DepartJent of EnviroDJental Regulation - Cypress Baybeads, Wetland Areas and EnvironJentally Sensitive Lands, Water/Wastewater 'reatJent t Southwest Florida Water HanageJent District - Wells, Cypress Baybeads, Wetland Areas, Altering Watercourses t AIIY Corps of Engineers - Seawalls, Docks, Navigable Waterways t Departtent of Health & Rehabilitative Services, EnvirODleDtal Health Unit - Wells, Wastewater 'reatJent, Septic ,ants t US EnviroDlental Protection Agency - Asbestos abateJent I also certify that, if fill laterial is to be used in Plood ZOne "A' or "A,etc.D, it is understood that a drainage plan addressing a "cOlpensating valUle" will be sublitted wbich is prepared by a professional engineer registered in the State of Florida prior to per.it issuance. A perlit issued sball be construed to be a license to proceed with the work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall issuance of a pertit prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Every pertit issued shall beCOle invalid unless the work autborized by such per.it is COlleDced within six IOnths of issuance, or if work authorized by the perJit is suspended or abandoned for a period of sillOntbs after the tile the work is cOlEDced. One 90 day eJtension of tile, lily be allowed for the pertjt with fee charge of $15.00. fbe extension shall be requested in writing to the Building Official. An approved inspection lUst be logged during each six IODtb period, or the project will be considered abandoned. WARlfING fO OIfNER: YOUR FAILURE fO RECORD A NOfICE OF COMHENCBHENf HAY RESULf IN YOUR PAYING 'fIIICE FOR IHPROVBMBNfS PROPERlY. IF YOU IIft'BHD TO OBt'AIN PIIWlCING, CONSULT WUH YOUR LODER OR AN AffOBNBY BEFORE RECORDING YOUR OF COMHENCBHBHT. JOBS UNDER $2,500 IN VALUE DO NOT NEED fO RECORD AND POSf A "NOTICE OF COHHBNCBHBHT". SIGNAtURE: OIfNER OR AGE1ft' ~~ ---- SfAfE OF FLORIDA COUlft'Y OF The foregoing instrument was acknowledged before me this , 19____ by Sf ATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this , 19_____ by who is personally known to me qr who has produced as identification and who did/did not take an oath. who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC Dear Customer. This letter is r~uired in order for West Central Signs to apply for permits to install signs at your location. It needs to be signed by an officer (or owner) or your company and has to be notarized. Thank you. Property Owner Authorization Form for Sign Permit Applications I, !fI1t'c,!c;ct, I 'i. LI^l~ U kf. ~J:""'l't(..,. do hereby give permission to West Central Signs to erect a sign at the above location. r property owner or agent of WI\( e , L J~.s + TN t..-. Property 6Wner (Please Type or P-rint) ~/4P7d. ~ Signatdrirof Property Owner or Agent .l1S-J CO Pi. ~ 1)r.~ J -l"t',JJ(,r4,'IIJ F L Mailing Address' / 8"$ - 71J':-- 7/ /7 Telephone Number r- , - 't l. bate Notary Public, State of Rorida WINIFRED McCALLISTER My Comm. Exp. June 16. 1997 Comm. No. CC 295285 SHEET NO J013 IAJ }1/:-: (c' L J:'.>L.li--:"T I :r..!\) c SILCOX ENGINEERING, INC. Post Office Box 8574 TAMPA, FLORIDA 33674-8574 (813) 238.9755 CALCULATED BY f --PJe _ OF DATE fJ"-lo-9(, CIII:CKLU BY DATE cS j(l.rvt Pfl SCALE , IND=- ....,45.3 PSF 100 MPH HEIGHT <= 30 SIGN DIMENSIONS = 3.00 x 24.00 FT . ..J~IGNAJt~A(SF)* P (I</SF) == P (K) 72.0 0.045 3.26 . . . 'l'=P/BOLTS= 0.233K1BOLT 3.00 FT At=TI20=. O.oJ/6SQIN ........qRAVITy;... est. 20 #/SQFT . p'==A*\V~ '== 1.440 KIPS . T=. 0.055 KIBOLT At='T/20= .., 0.003 SQIN 24.00 FT sliEAR: .....v= 0.103K1BOLT :. . . . :' . ".Av=viio= 0.010 SQIN /J.Qf..T.QPfIO. NS. TO S. UIT JfI;. ~LLS: . . ....,3/8'~,l/JALLTHREAD.THRU BOLTS '318".l/JTOGGLE BOLTS .w,318"\l/JTHUNDER BOLTS "318"'l/JLAGBOLTS WISHIELDS "318"'l/JEXPANSJON.ANCHORS . . . . . . . . . "2'ROWSAT... 7 BOLTSEACHAT (TOTAL 14 BOLTS) At = . o 78in^2 Av = .110in^2 4.0 '. WIND =, 100 MPH "1994 SBC-ASCE 7-93 TABLES 1,4,5,6,8,13." V=HOO 1= 1.05 EXP == C Kz = 0.98 .:Gg=).2~ ... Cf= 1.3 M/N = 8.0 P "" O.OO256*Kz*GH*Cf*(I*V)^2 45.3 PSF ~!~ :;.f} . .... h. ~ . _... . n.. ; PROOOCT204.1(SlngIo_1lO5'IIPaddedl/_I..Ioc..Gnlloo.Mass OWll.0"Ie,P1KJ1l{ lOlL fRIE I 1lJ02?56Jl1O ., 8 IN " 'f- ~ ti " I , t i I I. !' l: I' I i I ! ': r '1r~ .,.. I . U I ZE --,.... . U') T"" t--=~ V1t1. (:)1 ~ a::~ ~I N l', ....Jli in: ~. CO~ I I --,a , I \U~ \Us :Can --.l 3111 - I N~ ~,~~~ II~'=~ zl ,,0 Ie;. 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'~~~~'Ilf!:~1Cll~r.&~~~~.:Ji!lr'"",,;!'~~~ ;. ... , ,n en [J1 '.n , ,.~; m (\.J CD i.D (\.J :;) -) -0 ~ '.1..... 1- ~n ~-:l ...., In 01 ,..... 1:11 (D :-c o - o ~ U <1: - (j I DRAlI1'i LeN CHECKEO 12'" 'NAi"ER \oWN (6'( 011lf.RS)\- Ct- t.. \ \ \ \ R/W LINE ~ R/W UNE ZONING: L - 1 LAND USE: VACANT PARKING REQUIREMENTS OFFICE 1 SPACE/ 200 SQ. FT. OFFICE = 305/200 = 2 SPACES INDUSTRIAL (ALL PHASES) 1 SPACE/2 EMPLOYEES = 5/2 TOTAL = 3 SPACES TOTAL REQUIRED = 5 SPACES TOTAL PROVIDED = 6 SPACES - ZO_NIN~L=-1~~IGl-fT INQUST_RI.AlJ MIN l.OT SIZE 40,000 SQ. FT. MIN LOT WID rH 200 Fr. MIN LO r DEPTH - 200 FT. BUILDING SETBACKS F-r~ON r 50' -- 0" SID E-: -- 50 I - 0" BACK 50'-0" 9ENERbL NOTES TOTAL PROPERTY BOUNDARY AND TOTAL PROJECT AREA AHE 10.45 ACRES. SOiL TYPE ON SITE IS SPARR. SEWER DISPOSAL BY ON-SITE SEPTIC TANK. WATER SUPPLY BY CITY OF ZEPHYRHILLS. THIS IS NOT A SURVEY. LEGAL DESCRIPTION PROVIDED BY THE OWNER. THIS ENGINEERING FIRM ASSUMES NO RESPONSIBtLfTY FOR THE COMPLETENESS. COf~RECTNESS, OR THE ACCURACY OF THIS INFOR~-iATION. HANDICAPPED SPACES TO BE SIGNED AND MARKED PER CITY OF ZEPHYRHILLS STANDARDS. LEGAL DESCRiPTION PROVIDED BY THE CliENT. ENTIRE PROJECT IN FLOOD ZONE C PER FEMA PANEL NO. 120230-0460, DATED .3!..15-84. FIRE PROTECTION BY THE CllY OF ZEPHYRHILLS. THERE ARE NO EXIS1lNG STRUCTURES ON THE SI1E. SPRINKLING WILL BE USED TO CONTROL FUGITiVE DUST, IF NECESSARY. PROJECT TO BE CONSTRUCTED IN PHASES AS SHOWN. CONTRACTOR TO CONSULT PUBUC WORKS DEP,ARTMENT PRiOR TO INSTALLAT10N OF DUMPSTER PADS TO VERIFY SIZE. SQ. FT. OF PAVING TOTAL SQ. FT.~ 150.531 (.3.46 AC.) FUTURE SQ. FT.= 64,301 PROPOSED SQ. FT.::: 86.230 COPELAND DRIVE WILL BE OWNED & 1-I.AJNTA1NED BY COPElAND INDUSTRIAL PARK WITH AN EASEMENT GIVEN TO THE CITY OF ZEPHYRHILLS FOR MAlNTENANCE OF THE WATER LINE. 15. FIRE FLOW REQUIRED BY ISO MANUAL = 1,100 GPM 16. ALL P,ARKING SPACES ARE 10' IN N',;.{G1DTH & 20' IN LENGTH, EXCEPT HANDICAP PARKI ' . 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. . ..." .. ~ " . '\ ,.... '.' , , ' . . - , ... ~.. " . ~" r, ' ~ :'::::J~'" . ' ~.i>" ~ " ,:' ~ ~, " ,:- I ~ ~ :.J . , . I ..~? .~ ~~- .~~ ~~~~q-;.r.4JI~~~"lMrr'i\~~A,~tr.;:IH'8l~nTU~~~;jL'JU'I'2.~.~1i"tlI.~ \ \\ \\ \\- SITE DATA DRAINAGE BASIN "1" GRAPHIC SCALE ~~ N j~ ~ " I . ...~ ......- ,~:_t DRAINAGE AREA ,.. 1~~PERVlOUS AREA = RETENTION AREA = 7.80 3.27 1.06 ZONING: RES - 3 LAND USE: NURSERY DRAINAGE BASIN "2" .' '. .,- ( IN FEg!' ) 1 inch "'" eo ft.. ". 1.50 0.09 0.22 r t DRAINAGE AREA = iMPERVlOUS AREA = RETENllON AREA c ~ R/W UNE I, TUCKER ROAD " CONNECT TO EXIST. 12- WJJ.. wi 12.x12.xa- TEE ct I 19 11" WA"lT.R MNH (BY OTHf.R$) r --- -~- ~~~~~~. ~ N 4163.4621 ~ r 1 EROSION/CONTROl (TYP.)/ E 1045.8993 ,.J / /'.....- , " " ", ,/ 10 U nuTY EASEMENT I PROP. ~ A. ~ ;- I', " '-, 79 ----.'~---- eo --___~ 79 "- 1~ ~1Z- TE'f. ~ 1~. t!< 1.2"" F\.OO 0 \- ,- \ --~ 10\ UllL1ri EASEMENT 07 20' DOUBLE \~NG GATE (BY O'1JjER~ /~ \ / /~ R/W UNE ZONING: L - 1 LAND-USE: VACANT , \ " '-. '-. ct- .'LEGEND.' ',- ........ ........ / I I j I / " '-. \ "- RlGHT-OF-WAY UNE CENTER UNE DRAINAGE EA~ENT UNE CONTOURS EX-EOP ~- -... "- '-. '-. , , ''''"79 \ ECRESS EASEMENT ~ DtRECTIONAL FlO\V ARRO'tlt'S ..' . j ~j , 'CeO ~ Y11 \ ~ . -.S) " . . . , ~ I I I I / I / / / / / '-.-,/ \ BASIN UNE . srCTIOfiJJNE :or. , .. \ \ ~ ~. ~'\~ , v' U'~~ ~ PROPOSED WATER UNE-. WATER UNE BY omERS \}J "7- ?J ~ ~ o \~ (J ~ ~ ~ i~ ..---.....~~ I-~ .:' " : I L . .1 l::::::~::;:::;: ) RETENTION POND PAVED MEA )-, FUTURE PAVED MEA \ \ \ All stormwoter runoff from this site sholl be visually monitored during construction by the contractor to assure water quality and quantity are generally maintaIned to. the pr6-d~velopment 1<e'/.~lg. The fo!lcwln9 s~~lI be used to 'lccompli:~h mitigotion of advef'l3l3 quantity and quality impacts to offsita properties during construction: STEEL STORAGE "'i" '., if. "'0:"'"-.......,.. .' ' , , , .. I '1 , . 'I' ~ ,. I' . 1. ." RETENTION POND 1 lOB '"II Tl.~ ... 1.24 ~,CRES BOnO~.4 .'" 75.75 ""' 1.04 ACRES '/f8R EL = 76..30 CREST LENGTH => 220' / ~- -... .-- '-. " '\.. " \. -... ~-~ '-... I\Q;) / A Drainage swales and retention should be rough constructed first to avoid any increase in runoff due to the' construction. " \ \ \ \ \ \ \ \ \ " ,~ f " " " t ll- l 11' :, p , " , \ \ \ \ \ \ j \ ~ \, / ~O \ \ / /~ ~().C) \ \ I ~ \ \ \ ~ \ I \ I~~@i \ ~ ~,'{?:! 9-\ ~ \ \ i ~O\. \ ~ ~ \ \ (,0\\ ~ ~ j . \ S\o~. ,,\\\1" ~\ , \ \ 't,.?-O f},/~ ~' 't' I \~t~:j~' I ~Qbc \ \ @ S '\ \ />> \ \ -,;? \ \ __ , c (,~ .S. I # ~;..,~~~.'O . " ./ \ ~~~G't. ~ /' / \ ,..x\1>' ./ \ O\Sv / /" 4. / ~ '<5' ZONING: L /- 1 LAND USEr/VACANT / I / /' / ,/ ,/ " B. Temporary erosion and sediment control struc- tures shall be installed to protect existing drainage $}'Stems and water quality during construction. . . . "- /' ___OUTFALL CONTROL STRUCruRE 11 \ ____ (SEE SHEET 3 FOR DETAilS) \ ~ ~ \ ............. ~-', \ X' "- ,r -' '-... '" 25' DRAINAGE --.... --..~ . \ EASEMENT '\ '" \ c. Where work is performed in a water course or water body. silk curtains ond silt screens , shall be used. to control siltation and tur- bidity. ...~.. Disturbed <neos as 0' minimum requirement .,sholl be 5<3eded and mulched. . ". ,,,;' . ,,/, ....... ~.';-C""-_.,--- , _ ..:., /" If special cOl'fditions exlst.requirin9unof'lti~:"- cipoted. measures to control storrnwoter runoff, these. me'Qsures shall bo rmplemGnt~d as soon' 03 pos$ibfe., . I ,~ ~ 4 'j J ~ @ / / ./ INVESTlGA TE BEFO!<:E YOU EXCAVATE -......._~ O. --- -- ..- \ /....... / I -l <:)' E. "CALL SUNSHINE " 1 -800-282-8881 TOLL FREE FL. STATUTE 553 351WJ7S) R(OVIRf:S foIIN. IT 2 DAYS AND 11M Of" 5 DAYS NOllCE IlUOl<E: YOJ EXCAVATE. /' ( \ "- ....... --.... 2. The grOdin'\) of the last six (6) inches of the relon-- \It, lion are<lS shall be the last constructIon activity. '. Pipe lengths ere opproximate,"ond moy require ..r:n;~\~;; , adjustments in th~ field. ' , ;1{'~~ ~ '- ,,'-.,. ....; .,' :.. The contractor is to verify locations and e16votloD3 . ....\ . . :";':'; '. of 011 outfcHs before constructIon, and if ~ound to' ~.: \.:> . be inadequate, sholl notify thl3 en9Ine~r. . _ -.. >.. :.. ~i.- . , , - \ . " .~ ~'. ~ The contractor. sholl construd 011, drainage 'structures ".-::- . in accordance with F.O.O.T. standord sp~ifications - . for rood ond brid96 design. Aii reinfor~~d' c!oncrete pipe sholl be Class III with rubber gasket, joints. . . j \ I I / I / I / / /' \ \ -... 3. ,,'" ~ - .-- '- ............ -- , ~,~.....- ....... ....... -... ....... -... ---- " ""- .........~ --... ,/ \ -.... -... ,/ /' ", " ... -... -~ /' / / I ( \ ( \ -1 "- \ / / ,/ 6. -...~ DRtlNJ.CB CALCUL.trIONS-CITY OF ZllPHYRHlLLS CRITBRL4. BASIN .,. MEA '"" 7.80 /01:,. .E!.e-().cy C... 0.2 ~5 .. 3.0 In./Hr. for 25 '(ec.r Storm E'..ent -W '" ~~ .. 0.'41 /oF Post Dev - lmp-arviooa .. 3.27 Ac. Retention .. 1.06 M. 4.33 l,<;, (56%) C ... .44 (.20) + .56 (.90) ~ 0.59 l&t ... .59 ('1.00) (3.G) :AI 1.38 I-F 12 12 Storo-wo Requirod .. 1.38 -0.~7 AF - 0.91 /oF . Stor09" Provi.jf)oj .. ~_ N .3406.9722 E 1405.8040 is \\_ 7/\" \ '\ - --,/ " \ / / / ,.,...- -- -- -- -... 5. / \ / \ "- '-, "'I ...... <.,ENERAL NOTES " & \ 7. Operation and maintenance instructions: 1. All construction..shall conform to current CITY of ZEPHYRHILLS standards. . A. Th.e stormwater mQnogement system shall ladically inspectEXf during, <storms to determin6 that. it is operatlng properly. Inspections also be made when the system is dry. TYPICAL PARKING SPACE N.T.S. \ 2. All survey data is based on information provided by owner. The engineer is not responsible for the completeness, correctness, or accuracy of this information. . The contractor shall locate all utilities or 0;1) underground structures prior to construction. and notify al/ utilities 48 hours prior to con- struction commencement. 8"'Slr~ .:t MEA .. 1.50 AC. Pre-O",', C "" 0.2 ~ os ,HI n./Hr. for 25 Yeor Storm Event ~~ .. 2J.L~ ., 0.1)<) AF POll D~ - :rr~rvioot .. 0.0~7 AGo Rt't O<"itioo .. 0.220 ^c. o1r-;;;:z (21;0;) c .. .79 (.20) ... .21 (.90) .. 0.35 ,l.C1 .. 0..}5 (1.50) (3.6) .. 0.16 AF 12 12 StorQ90 ROo=lUirf)oj ... 0.16 -0.09 ,If" - 0.07 Stor(l~. Provi<lod .. Q~ \ 3. B.Any" broken pip~~ or da~cig~ inl~ts must be r6- " paired. or replaced.. Any debris cl~9in9 saf"!16 sholl be removed. 'os necessQry. . C. The. retention area shall be periooicalty cleaned of debris or siltation: .as neCl3"ory. . .... ' r' : '.~' - ~'" .. 1 . D. ,Swales and 'ditches. sholl.' be cleaned os - required to n101ntoln fl.ows and resodd~d wilen' necesSQry. . ;, ~ .... . E. .' 'ThI3 owner is responsible' for, maintenance of the. . . ...eg~tation in retention areas.' sw?les, and dilche3.' , 12' / 10' TYP. 6. "'- WAU<WAY LO.P................ BE.NCHMARK: INV. OF 2'1" x 4-0 R.C.P. ON mE NORTH SIDE CHANCEY ROAD AND mE WEST SIDE OF CSX RNLROAD. INY'. fL .. "4.70 4. 5. All disturbed areas to be grass & mulched as a min. Sewage disposal by septic tank CONCRETE CURB STOPS (TYPICAL) I DATE REY1S10~S RE'.'ISED PER CITY COMMENT 7.27.95 aHG I 7-07-95 DATE CAD DRA ll1:SC N Ay'g CAD SCAU E . / · ~ ~~ ~'"""'-"'.''"'''';>-''''''''''-''''''~'-'''_''''''''''''-~T'~-~~'''~'''- ~~.~'!'Wi!f(Io~,~M1f-S"'~'" '5.~!<!lt'~~rr:JIIJ':-,JC!J;~"'9'~:rdr~~nA.~~"O~~~~ ~~~ ~ ~~~~~.51~~~"3P.~~2i~r_~Y'9l~~""~'!':1;::;'~..'!:'""i'I'l't,.~An;,'r.:,,~, -; T . SITE PLAN WHEEL}3LAST, INC. " f . t , ,~.8&::.:l:*.tI:i.o."'" 115:t.!X"'~._~&.&~..A-...(r:-"';J'- ... , 'c ,'~~~'~~:.2;'~;~;.;.~~-=-.:~ ;;~~Uc~b-~~~" ~~i!::;J!.;"f:.~~t~oii~~::'~;~' ,;. '~::~ ~~~ ,:~~:::- ~'~.'::., .... ;, ~ " ~_ ':~': \ . '\t.'t to. ~ .;~ j~ '~..\/~. ,";\ :- " ..,-:-::.........t!I.~..._ _.__ _ .J-<1:'. ~1C~__.....JE..~=,~~r....~ ...l..,;~~ _~