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HomeMy WebLinkAbout07-6335 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 BUILDING PERMIT 6335 Permit Number: 6335 Permit Type: COMMERCIAL Class of Work: NEW CONST/COMM Proposed Use: MEDICAL Square Feet: Est. Value: Improv. Cost: 285,000.00 Date Issued: 1/02/2007 Total Fees: 42,632.10 Amount Paid: 15,933.60 Date Paid: 1/02/2007 Work Desc: MEDICAL BLDG #3 Address: 37914 DAUGHTERY RD ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 03-26-21-0010-00100-0030 Name: Address: DAUGHTERY ROAD PROFESSIONAL CN I 6719 GALL BLVD STE106 ZEPHYRHILLS, FL. 33542 813 973-2657 Phone: 1,118.76 ELECTRICAL FEE 155.70 MECHANICAL FEE 30.00 SEWER CONNECTION COMMERC 1,731.40 WATER METER RES 3/4" 120.00 FIRE INSPECTION FEES 489.00 FIRE IMPACT FEE '"1-4-05'. Z5 525.00 50.70 TRAFFIC IMPACT FEES 99% COM 17,821.91 TRAFFIC IMPACT FEES 99% COM 13,215.75 \' <( L Q. ~\o1 ~~\\\ 2ND ROUGH PL MB MISC INSULATION CEILING DUCTS INSULATED SEWER MISC. LINTEL MISC MISC. PRE-METER INSULATION WALL MISC. WATER MISC DRIVEWAY SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. 2RE1f4SREJ..'I;iI;ctN~fiEES:Reinspectionfeeswill comply with Florida Statute 553.80 (2)( c) when extra inspection tnpsarenecessary due to any/one of the following reasons: a) wrong address b) condemned work resulting fromcfaUltyconsb'uction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job sitef) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to recorda notice of commencement may result in your paying twice for improve ntstoyour property. If you. intend to obtain financing, consult with your lender or an attorney before rding your notice of commencement. n NO OCCUPANCY BEFORE C.O. ~ ~ ~. ~~ --a-ONTRACTOR SIGNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NonCE REQUIRED ... PROTECT CARD FROM WEATHER CITY OF ZEPHYRHILLS "NOTICE" OF ADDITION OR CORRECTION BUILDING DEPAR'fMENT DO NOT REMOVE [ ADDRESS ~ S7Q I q DATE "'). 1l , PERMIT ", rLj) .) - ...,- ~ ~ S3> THIS JOB HAS NOT BEEN COMPLETED. T~e follow 9 additio or corrections shall be rnade before the job will be accepted. '-)2'~ /( ~-e-~ l.. -L tl:::fou~ d N~<...d h __ (-C_Pr\ r-< cI .. It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the instaHation. OFFICE HOURS 7:30AM -4:30 PM MON.-FRI. AFTER CORRECTIONS ARE MADE CALL 780-0~RrNSPECTION INSPECTOR ~ /)~I_':I!~ 4f~ --m I _~~~~"S1~ ........_ ~. ,l!.h~MO.>t"5h.--h~ . /I.J;;I _ (~ q~'''' -2.~S7 ........_ IL 75 6...11 m;;d_ UrJl1'i~ ....._-1 . I Fee Simple T1tIehoIder Nlllll81 ~ {V" I Own<< Phon8 Number I I ,... h w ~?5 Z Ol';:)-'~U vllY UI Ll:'pIlYIIIII~ rtlllllll /"IfJ.,II....UUII BuIlding Deper1nI8IlI SUBDIVISION i>N - . J-{)r TV WORK PROPOSED NEW CONSTR ADOIAL T INSTALl REPAIR PROPOSED USE 0 SFR 0 COMM 1'YP!: OF CONSTRUCTION ~ BLOCK 0 FRAME DESCRlP110NOFWORK It'-' ~~ LO)J';}-(OL hu..J BUILDING SIZE [100 r 'f So I I sa FOOTAGE 13 oDl> o o OTHER I D ~ ~ onER~ I~~' r~~1 -'rJ I HBGHT . S Fee SIIlIpIe 'I1lIehOIder ~ JOB ADORESS~1\ I~ ~ I . VALUA110N OF roTAL CONSTRUC11ON IWP SERVICE d" PROGRESS ENERGY o W.RE-C. o BUIlDING t2kl1 '5 DD I, o ELECTRICAL 1$ t..f-D I 000 I o PLUMBING 1$ cr5 <) () I D'."""""" ~ t, 7 (}O I ."",no' DO' """"''''''- ....""'''''' cz( GAS ROOFING 0 SPECIALTY 0 OTHER FINISHED FLOOR ELEVA110NS U) , I FLOOO ZONE AREA DYES IZJNO BUIlDER ~ rl I COMPANY I J..~N '11 CFEELi~lJ c-h'N oor-"" ~ elf tL ~ ......_ I Mn- V..... . . - iETI -. ~ ::::: AdcII.s i.:t~ 110 5a.. 54.tb-JD(" Lu-tZ. 'Ft. LicenS8# I c..G=C 0541 'Yz..l 0';''-' \-I~ ~ z;; Q)-! ,V }'\". =="lc~~ I =~~~~ /~P4~':-~W ~= ll!~ ~~(:- I~",s:;~h~~$li$ SlGNAnJRE , ~ ~.. REGISTERED 1_ N I FEECURIlEHT ~ SlGNAMECHANJCALA~:-REi I=-~~_~~- f. 1.- . IIrl: Lic8r8e# leFe 14d$vOd .. ===~ _= ~ == I ~~~:::.. ~ I LicenS8# I ::1URE I I = I --I I Y I N I FEE CURIlEHT LicenS8# I U!!!-J RESIJ)ENl1Al AIIaCh (2) PIol PIln; (2) sets d BtJiIdqj PIln; (1) set d Energy Forms MinlmLlYl81 (10) worIcing days after Slbnilllll..... R~ onsil8. (;onsIrUCIion PlanS, SanlIary Faci1ilies & 1 dl.mpster COMMERCIAL AIIaCh (3) sets of Building PIlns; (1) 8lIl d Energy Forms. MlnimLlYl81 (10) working days aIIer Slbnllllll data ReqJired onatIe. (;onsIrUCIion Plans, ~ FacillIies & 1 dLIYlplllBr All .....IUII8I'Ci8II1lQI.IinImllnl must meet oornpliance. SIGN PERMIT AIIaCh (2) sets of ~ PlanS. --PROPERTY SURVEY I'lICIlftcI far aU NEW c:anstnJCIion. DlnIctI<InS: FBI out appIicBIiDn camplelely. Owner & ConI/1K:IOr 8ign beck of 8PPfic8Iion, I'llIl&ized If __ $2IiOO, . NolIce of c....._____1s raquirIId. CAlC.......... -- $lIlIOOI _ I4{zt!td. (lor the COf1Ir;IcICr) or Power of /'dtrInWJY (for the owner) wauld bl> scmeanewilh .-;zed -- fnlm own<< aJIhorizing same OVER 1HE COUNTER PERMI1TING (Front of AppIicaIion Only) Rerods s-s Service UpgrIldes AJC FlII10IIS (PklI/SUrY8Y/FooIaglI) ~ over CounIer if on public roacIw8y&.Meds ROW CITY OF ZEPHYRHILLS "NOTICE" OF ADDITION OR CORRECTIOr ~.::~~ BUILDING . DEPARTME ,~.. ~.. ~ DO NOT REMOVE [ ADDRESS DATE PERMIT ",. THIS JOB HAS NOT BEEN COMPLETED. ~e lIowing additions or corrections s all be made oe ore the job will be accepted. ./ -~= EJ4:r~ iM~(li J~ 5~ ~ O<LJ I-~ ~~ f:.h; W~/ ~/b (S~ =-fUwJ:i *~~ +./)~ ~-:Y 1WI :;~~ ~~~f~~ r ~ };;-;;-.h~>-r S ,16:// Lrvr/Uy It is unlawful for any Carpenter, Contractor, Builder, or other persons, to cover or cause to be covered, any part of the work with flooring, lath, earth or other material, unlilthe proper inspector has had ample time to approve the installation. OFFICE: HOURS 7:30AM -4:30 PM MON.-FRI. AFTER CORRECTIONS ARE MADE CALL 780-0020 FOR RE\SPECTION INSPECTOR /~ ~ c. ft G~NIKHL ~~KMll IlN~ Pt~S~;o COUNTY 'I FLmnDI~ CClNTFu~c'rOF~ t*:: NAMEn ENGINE~RING CONSTRUCTION .ADDR: 6844'DAIRY ROAD C/f:;,T:: Z.l:C:PHYF~HIL.LS "Fl... ;.~3:':=j42 FORn ZEPHYRHILLS PROFESSIONAL CEN1ER CHECK # 3609 DI~"1UGI-ITEF~Y ROlqD 1{~CCNT TOT l~L ~'ii'i(Jl.JNT:: CClMPNYf':iCCOUNT CEI'.ITEF~ BI02 - 329500 - 2 ~5() .. O() f.1MCHJNT :'50 .. 00 :L ::~::.!.; HECEII.)ED BY DI~d-E:: 08.......09./0c) TINE:: 09:: ~::.iH P,tlGE:: :L OF :1. U;SH.JE DFFICE:: N RECEIPT NUMBR:: 0096C)584 OFFICE:: NEW PORT RICHEY Dl:::snnPTH)N./PERMTD,f~T?) nR/CF~ RIT-D--i\.lf1Y USE Pfr'iT 60 jJ..' 'J ';;! ~ 'f' ~""" _,"J VARI Construction - 37914 Daughtery Rd - Bldg 3 SQ. FEET PRICE MAIN OR LIVING: 3,000 $ 95.00 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ 285,000.00 FEE SHEET $ 1 ,038.00 ADDRESS $ 30.00 DRIVEWAY $ 30.00 BUILDING: $ 1,118.76 ELECTRICAL: $ 233.55 PLUMBING: $ 155.70 MECHANICAL: $ 108.99 SUB.TOTAL $ 1,617.00 RADON: $ 30.00 TOTAL $ 1,647.00 ../ SEWER: $ 6,710.75 WATER: $ 1,731.40 IRRIGATION: $ - TOTAL: $ 8,442.15 WATER METER:I $ IRRIGATION METER $ 180~00 I FIRE DEPARTMENT FEES PLANS TOTAL: $ 120.00 INSPECTION TOTAL: $ 30.00 PERMIT TOTAL TOTAL: $ 150.00 PUBLIC SAFETY IMPACT FEES POLICE $ 489.00 FIRE $ 525.00 5% $ 50.70 TOTAL: $ 1,064.70 SUB-TOTAL $ 11,483.85l PARK IMPACT FEESI $ Not Applicable SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: $ - Not Applicable 1 1 1 TIF'S:T$ 99%1 $ 1%1 $ 17,799.00 17,621.01 177.99 TOTAL: $ 29,282.85 I ./ J Permit Application Review Comments , By: Bill Burgess ~LbG- ~ Date: iD/:ly loto IQ] No Comments 3'1q,t..\ .~Sh~~ ((cO (Y'~~O Q..C'G {C-6 F/m (1'V1 bl u~ - 10(:).'1/00 Address: Type: f)\ \J) ~('l S~vl ~~Ll LN\n1 Pyf'{)) 5~~ 5l~\JcT~~ ~~0\~T<, pJ<iL 2c,t:.'f fL~j)B 0wx, (;:'OiL 7;~'3,s-48 ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Bus (813) 780-0041 Fax (813) 780-0044 Fire Chief Robert Hartwig , FIRE SERVICE U_~~l:;Et6 ,I Billing Address: Oc;cupancy 0: Plan No.: Business Name: Business Address: Business Phone No.: Business Fax No.: Contact: PLAN REVIEW FEES ~.:~~:~:nplans ~ ;fj Revision .06 sf Billing Phone No.: Billing Faxto.: Contact: tH~ PERMIT FEE INSPECTION FEES Annual N/C 1 st Re-inspection $25 2nd Re-inspection $50 3rd Re-inspection $125 4th Re-inspection $250 5th Re-Inspection $500 Construction $15 Commercial $25 FALSE ALARM FEE 1 st Alarm N/C 2nd Alarm N/C 3rd Alarm N/C 4th Alarm $25 5th Alarm $50 6th Alarm $75 7th Alarm $100 8th Alarm $150 9th Alarm $200 10th Alarm $250 Non Compliance $150 "Affidavit of Service/Repair" ,jtf) STANDPIPE SYSTEM D Per Riser $25 SPRINKLER SYSTEMS D 0 - 25 Heads $30 D 26 plus Heads $60 SPRINKLER SYSTEMS Hydro Undergrounds $45 Hydrostatic System $45 Wet Acceptance $30 Dry Acceptance $45 Hydrant Flow $25 Hood / Booth $30 Grease Duct $15 SPRINKLER SYSTEMS D Automatic $15 FIRE PUMP D Per Pump $100 FIRE ALARM SYSTEM n 0 - 25 Devices $30 D 26 plus Devices $60 FIRE PUMP D Fire Pump $15 FIRE ALARM SYSTEM D Detection $15 FIRE ALARM SYSTEM n System Acceptance $50 D Recall Acceptance $50 SUPPRESSION SYSTEMS ~ Wet $35 Dry $35 C02 $35 Other $35 OTHER Fire Wall/Smoke Wall LP Gas Natural Gas Fuel Tanks Tent OTHER $15/"'2- [ LP Gas $25 Natural Gas $25 Fire Works $25 Fuel Tanks $15 $45 $45 $25 $45 GREASENENTILATION D Hood/Ducts $35 GREASENENTILATION D Hood/Ducts $15 D Kitchen Suppression $15 r77tli-- ~ FALSE ALARM PLANS TOTAL ~ INSPECTION TOTA~ PERMIT TOTAL! I TOTAL I I n/ ,..-- _ GRANO TOTAL L J~ ~ ,_ / /" . .A}- /?.tI1 ~~0-1 P?ye-f);&;r d55~~ a"T{ ~J Comments: $/;1;~ ~ ,/, '/ .4/~ r?1 / Date: Inspector: ~= Vf+f2J ~,J~ , ~ OOUbl1ffil-'f. 4:> jlytcfp9))~A-~ca:,srFfL Comm ~ Res _ j)l,,~~ :3 Fee Sheet Square Feet ?~ Dollar Amount L :J fi:> Q7l. Valuation ZiS/OOO (~Mfli.TJi (Use System for calculation of fees) <?J:'\ .::5P Radon ~ Connection Fees Sewer _(0,7 If) ;TS- Water ~. li'7L-+~ W. Meter (All Residentials - % ") % (180.00) 1 (250.00) 1.5 (650.00) _ 2 (875.00) 3 & 4 (Contact Louie) _ hr. Meter hr. Conn Impact Fees School ~ Park ~--h Transportation :3 .;) JC 'fl, 5" 'W~."-" J7) m, \)D 1}/Db'f~ Public Safety ",-. . tlttli.- t75,~~ -., ~ 52'5::>0 rl.{t-i- Jk2,l~"" t< 3 -:;:; q~. ,,'>J -:::= Ii V 11./ .;:. 'j j:.. J C> $'"" q;}, I d ,1:; I . Dc,. .. '~,A-L ::= J,~,,+, ~ c. City of Zephyrhllls Water and Sewer Impact Fee Calculation Land Use Type: Doctor or Dentist Office No. of Practitioners No. of Employees per 8hr Shift Water Distribution System Wastewater Collection System Wastewater Treatment Plant Capacity TOTAL Impact Fees Within City Limits $ 1,731.40 $ 4,301.65 $ 2,409.09 $ 8,442.15 Outside City Limits $ 2,165.29 $ 5,376.03 $ 3,008.26 $ 10,549.59 Ol';)-/~U ~IlY UI LtlptIY"1ll1:i ....ttllllll MJJVI",,"UUII BuIlding Depertment {)~,-'! I ~ ~ .:j:t- '3 --m ~__"~M?J ......._ ".., liJ,~M. rSh~h(\ . - i3 q71 -ZYS"7 .......- Il.fh e (,,.11 ijQ. U,*,,,J,, /It .....--1 I Fft SImple TllIehoIcIer IUme I ~ (V' , Owner Phone Number I I . ,.. ~ JOB ADDRESS SUBDIVISION WORK PROPOSED DEMOliSH PROPOSED USE TYPE OF CONSTRUCTION CJ o liLt- BUILDING SIZE Uo 0 r 'I So f I sa FOOTAGE 13 oDD t2k.11 '5 DD 1$ Lf-c> , 000 I$Q550 MECHANICAL ~J, 7 DO GAS ROOFING FINISHED FLOOR ELEVA1IOHS U I ' ="'- r~V..-. 1== ~ l.;t~ II D Sa.. 54. Jh.JD<.. Lvi%- 'Pt. ~a DESCRIPTION OF WORK o o o o ~ BUIlDING ELECTRICAL VALUAllON OF TOTAL CONSTRUCllON AMP SERVICE ~ PROGRESS ENERGY D W.RE.C. PLUMBING VALUATION OF MECHANICAL INSTALlATION CJ I SPECIALlY D FLOOD ZONE AREA OTHER DYES rzrr;; ELECTRICIAN SIGNATURE ;)'7(01;)- p~S~~r~. ..:Je..~I.E.i1 C::iCA~~~j f<j3~H PLUII8ER SIGNATURE ~ A~ /3B 744 CR. S'H ~I ~I =TURE/ Addras I COMPANY I Yt;j (~d:iJ~ ~e1siC~s Licensd I c.6:C 05 ~ 112..1 If' ~c...+Gfz-I~~C- ~~.. ~"'P""~~ 1A YI N FEE~ IN 1.il3IR. ~..........~ 1~<6 -I ri...c.U~X>I~b3 (\~ W.'ho. m<.> -nc.. N FEE~ N l-I-I.lI~ I~ I.il3IR . COMPANY REGISTERED L.rl.lL.I FEE CURRENT 1.il3IR. I U!!LJ COMPANY ~1t:ta:U I VIN I FEE~ Licens8 6\ I U!!LJ RESIDEN1IAl. AII8ch (2) Plot Pl8n8; (2) sets d Building Pl8n8; (1) set d Energy Forms MinImu'n \en (10) ~ d8ys 8fter 8Ubmillal d8t8. Reqund onsiIe, ConsIruclion Plans, SeniIery Feci1iti8s & 1 cUnpster COIIIIERaAL AIlach (3) sets d Building P*-; (1) ll8l d Energy Forms. Mlnillum \en (10) ~ d8ys ell8r submlIIaI dale. Required onsiI8. ConsIruclion PIens. SeniIery Fecilities & 1 dLmpBIer All COlllI'II8R:ilI ~ musl meet compIi8nce. SIGN PERMIT AII8ch (2) sets d Engineered PIIns. """"PROPERTY SURVEY reqund for ell NEW CllI'IIIlnldion. D1nlCt1ons: Fill out eppIiceIion camplelely. Owner & Conlrector lIign b8ck d appIicIItion, nol8riz8d If........ $2IlGO, . Nollce of c....-.tla noqu/nld. (Ale......... _ $IOCIOJ - Agent (for Ihe lllII'IIracIor) or Power d AtIomey (for Ihe owner) would bll somllOl'l8wilh nol8riz8d IelIBr frnm ......... 8UIhorizing ...... OVER ntE COUNTER PERIIIT11NG (Front d AppliceIion Only) Reroors s-s Service lJpgrlldes AIC FlIIlC8Il (PloIISurYeylFootage) ~ over CounI8r If an pWlUc roadweys..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County . TRANSPORTATION IMPACTIUTlLITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release. the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction lien law-Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads. WeUand Areas and Environmentally Sensitive lands, WaterlWastewater Treatment. Southwest Florida Water Management District-Wells. Cypress Bayheads, WeUand Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative ServiceslEnvironmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties. the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall 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 permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance. or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. Commission No. CONTRACTOR "'tir--.- c--' ~#~SWO~affKmed) before ~~ ~ -.by Q.?[.J1d ~ . ~ --<<--- r~ ~,;9~,- Commission No. Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped /~\li\~~", Bobble Swetland h~. :~ MY COMMISSION # 00268763 EXPIRES -"'i"..... ~ . February 24 2008 '.9F,,1"" JONDEDTHRUTROYFAlNINSURANCE,INC ~j':JJI..~'I' l~1J""j'" Bobble Swetland ~{ J1 MYCOMMISSION# 00268763 EXPIRES 7>;:., . ", February 24 2008 . 80NDED THRU TROYFAlN INSURANCE. INC ~. 1.~J"'IIII"I"I"II"IIIII11I""'IIII"" Rqtt: 881558 DS: 15.11II 84/24/1& Reo: 18.. IT: . .... e.ee Dpt.y CI.rk ~S92~~U'"ll:R:;o fOUHTY CI.ERK OR BK 6951 PG 641 .JLmSouth PREPARED BY AND RETURN TO: R Jessica Pinson AmSouth Bank - Consumer Loan Operations P. O. Box 1984 Birmingham, AL 35201 NOTICE OF COMMENCEMENT Notice if; hereby given that the undersigned will commence to improve the following described real property situated in Pasco County, Florida, to-wit: a) Description of property: (SEE A TT ACHED EXHIBIT "A") b) Said improvement shall consist of: Construction 3,000 square foot office building c) The name and address of the owner of said real property is: Daughtery Road Professional Center, LLC 6719 Gall Blvd., Suite 106 Zephyrhil1s, FL 33543 d) The name and address of the contractor is: Vari ConslIUction Services, Inc. 23110 State Road 54 #106 Lutz, FL 33549 e) The name and address of the surety on the payment bond under Section 713.32 FS 1967 is: None f) The name and address of the person upon wholl\. notices or other documenta may be served is: N/A '\, g) The name and address of the person(s) designated in addition to the undersigned, to receive a copy of the lienor's notice as provided in Section 713.06 (2b) FS 1967 is: AmSouth Bank Attn: Milca S. Burgos - Business Banking P. O. Box 179 CleaIWater, Florida 33757-0179 h) Commencement on said improvement shall be within thirty days from date of recording this notice. Dated this 10tb day of Allril ,2006. Owner: DAUGHTERY ROAD PROFESSIONAL CENTER., LLC By: ;~ A ~.e1f;JG Syed Safdar, Manager STATIiOF FLO~ COUNTY OF Sworn to and subscrihed before me this 10th day of Anril .2006 by Syed A. S% as.~eron behalf of DautdltcrY Road Fl'Ofcssional Center. LLC. who islare personally known to me or bas provided {( b as identification. ~rlt~ .' e:~~;~on expires: .,.~~~_ Tracy A. Hudson ~*:''''''iY':*~ Com!'llSsion f1DD169529 ;~" ~~-' ExpIres: Dec 21 2006 ~"~ffl~~\\' ~=.nvu' IDS co.. Inc. . .... . OR BK 6951 PG 648 2 or 2 Exhibit "A" PARCEL 1: The East 96.89 feet of the West 126.89 feet of Tract l,less the South 100.00 feet thereof, and less the North 15.00 feet thereof for Daugherty Road right-of-way, said Parcell, being suhj ect to casements for utilities over .and across the following: The South. 10.00 feet thereof; the West 10.00 feet, less the North 20.00 feet thereof; the West 20.00 feet of the North 20.00 feet thereof; said parcel also being subject to and together with an easement for drainage in common with others over and across the North 70.00 feet of the South 170.00 feet of the East 311.84 feet of the West 341.84 feet of said Tract 1. and said Parcell, beiug further subject to and together with an easement for parking and access iu cozmnon with others over and across the East 321.84 feet of the West 351.84 feet of said Tract I, less the South 225.00 feet thereof and less the North 15.00 feet thereof, said Tract 1, being of the map or plat of ZEPHYRHILLS COLONY caMP ANY LANDS, in Section 3, Township 26 South, Range 21 East. as recorded in Plat Book 2, Page 6, public records of Pasco County, Florida Property Address: Daughtery Road Zephyrhills, FL 33540 Initials: ~ STATE OF FLORIDA COUNTY OF PASCO THIS IS TOCERTfFY T TRUE AND CORRECT COPy' OF~~ET~~ FOREGOING IS A OR OF PUBLIC RECORD'IN THIS OFFlgUMENT ON FILE HAND~~EAL~~S~~~~~; JE P TTMAN "-R . 2 .CQ1.p BY ~ K OF. CHiC: liT COU!"lT ._' ~EPUTY CLERK Page 1 of 1 Karen Miller -' From: Todd Vandeberg Sent: Wednesday, October 25, 2006 9:17 AM To: Karen Miller Subject: RE: Daughtery Road Professional Center Infrastructure work / site work can proceed if Bill is Ok. Just no structural work until the Final plat is completed. Todd Vande Berg Director of Development City Of Zephyrhills 813-780-0006 813-780-0005 (FAX) tvandeberg@ci.zephyrhills.f1.us tJ. ~ ...~...~ I (:)1&:5./()~ @ I\~~q I~ From: Karen Miller Sent: Wednesday, October 25,20068:32 AM To: Billy Poe; Todd Vandeberg Subject: Daughtery Road Professional Center Wo have received the site work permit for the 4 medical offices off of Daughtery Road. Could you please respond back via email advising that we can proceed with site work that your department has everything it needs prior to this (Le., approved construction plans, letters). Thank you. Karen 10/25/2006 Florida EIIen!v Efl'aeieBcy Code For BaildiP2 Constramon Florida DeaartlBeat of Com.Baity Allain EaergyGa.ge FlaCo. v 2_1 FORM 480A-2004 Whole BaDdieg Performaaee Method for Co...ereial a.iMia. Not Effeetive Before .Ialy 1, 2005 J1I1'i8didioD: ZEPHYRHILLS. PASCO COUNTY. FL(611600) SlaQdDe8c; Offic:e Btp~ p.~ Doctors Off'a: ~ Zcphyrlrilh PrufcssionaI Offiec Center Address: ~ Rc.d - ?>r']q I Y. EnIcr Addras here City: ZephyrhiJIs Stale: Florida ZIp: 0 Type: Offia: aus: New FJOishcd -Idiot PermitNo: 0 S1Dft.,)1~ I -conditioned Area: 3060 *Cend... ~ Area: 3060 Max T~ 3.0 (if diIfi:not, WI'iIe in) · ......1iaMcd IIIllL DueI_ iDcIudl: ...~- eo.pliaBee s....ary eo.pe..t Gross Enagy Use Desip 2,321.76 Criteria 2,354.23 llcstdt PASSES UGHI1NG CONTROLS EXTERNAL UGHTING HVAC SYSTEM PLANT WATeR HEATING SYSTEMS PIPING SYSTEMS Met aU required compliance from Check List? PASSES PASSES PASSES NODe Entered PA.SSES @~- IMPORTANT NOTE: A.II Urplll report PriIIt-OIIt. frtIm EItergyGtutge Com of this desig11611i1i1btg IIfIISt be SIIbInitted IIItmg witIl flUs Comp/UIIIce Report 41J9I2G06 ~FIaCo. .. 4. COMPLIANCE :noN: I t&8bJ cerIiry that the pfaM and ~.CCMr8d by_ eakUaIion.. in ~ will the FIarida Energy I:IJit..j",,""'J'Code. PREPARED BV: Todd S. WIIIaIt PE OWNER AGENT- DATE: If required by FIcridB law, I ..." c:ertiI! """....k.6 wItllhe FIodda B1efgy Code. ARCHI'I'I:CI' = ItLBC11tlCALSYSTEMDESfGNER; LIGHTING SYSTEM DESIGNER: MECHANlCALSYSTBM DESIGNRR: n.l1MBING SYSTEM DI!:SlGNBR: R.- of the ptan& and 9P6'~1lto COVBr8d by this e.'clllalion incicaIe. compli.-lIe.. wiIh the AofIda Energy Code. BefoIe consIrucIIon is COIIlIl'81alt,. tis buHng will be ~ for comPliance in acc:aut8noe wiIh Sedion :::~~~' DATE: ~ RECISTIIA 1'ION No. ARl397S n SlgnabJreIS """"'1IIhiere AoItda l..aIIf requns de8Ign to be perfam.ed by '''''{J.". eel d8sfgn .................. Typed names and regi8Il.SIKl.. runben; msy be U88d 1IIheI9 alreIevant IIIbma1a.'l f$ conI8Ined Oft 9IgnedIseaIed pIens. 411912006 ~..~ 1114 v1.1 2 Ji"rojed: 0fIke "'if." Tille: Dedon otfiI:e 1'YI* 0Qice lWEA FIle: T: Whole Buildiaa CoIDpliaaee Design Reference Total 9&13 1." S2,J2l.76 S2,35U3 "".1"" -"._- ._~~ .....-. ._-~...._-.- ELECTRICITY(MBIuIkWhI$ 98.'73 J.... ) 4,S.'7tUO ~ $2,321.76 S2,3s.uJ _.~~ ~~.---- AREA LIGHTS 2S.9"1 22.29 12,82Ut JU-to 161462 $SU-" -~~.--,--- ,--~.-------- .sc B>>M'MT J4.S1 14.51 6.12S.8I 6,725.80 $341.63 $342.31 ., _ ____.___. ~.u~~.. .._~,_.~____~_.... . ~ --.-. - ~._-- - -..-.------ ..-.. PUWS&MISC U6 8.06 1S.II 26M 11.27 '1.32 .....'.. - .~- - -- --.-----~ SPACE COOL ~_U 17.99 11.5$.UO 12,964.ID 1637.69 16'.87 .._----------..--- . -,. ._- SPACE HEAT 8.76 LtJ ..eo 462.80 '11..59 W.52 _._--_.~-. .-- ....__ u.u. _u..~ _H , _ ...__..__ -~--~ --- -- VEN1' FANS 38.27 3U7 .....15.88 15. U'1.tO $71LJ6 11I2.54 -- -- -. _.. ..._. ._u -.. CndiU &: Penalties (if' allY) MGttified P_ts: ="'4 I PASSES I 4/1912006 EaergCnp n.c.... 21M 41 3 . Offiee B8IIIIIIag TIde: Dodors omee I'ype: Office Aiiv... Jilt: T.-- -.'> External Liglating eomplianee DaeripCi8a Category AUotnece Area or J.acdt ELPA CLP (WlUait) ... No. ofV.its (W) (W) (Sqft or It) En Light 4 Building E'aIraaa: with (or free 3.00 300.0 900 100 S18Rdiag) c.opy '- . ._(W) I PASSES I . "'" M(W) _.,_ om. ..11_ Tide: Dodon 0fIice Type: 0I'IIee (WEAFile:T ) Liglltine Controls eompliaaee AI:roIrym ~ Daa~ Area No. of DaigII Mm c-pJi- m c-..n) T'" CP CP 1UICe PrOZolSpJ )6 Office ~ Open Plan 3.Q60 I II 2 PASSES I rAsSEs i 4119J2006 ~1Ige n.c.. 1014 v2..1 4 omee~ r.rb: Doctors 0IIiI:e Type: 0fIk0e (W&\ 1'IIe: 'Ii :) System Report Compliance - -- 1 s,.te.. 1 Coutaat V.......e Air Cooled No. ofUafts -- Split s,.taI < ~ BtwIItr 1 o.poHIIt Clflll ry C.,.alJ Daip M Daip IPLV eo.,.. Eft" Crteerfa IPLV Criteria IDee Cooling System Air CooIaJ < 6SOOO Btoht 13.00 10.00 11.70 PASSES Cooling 0Ipdy Heating System BIedric f'IJnJIce 1.00 1.00 PASSU Air IJaJdIiD& Air...... (SuppIy)- OJlO 0.90 PASSES Sy*- -Supply eonsa.t Volume PrlISyZ Sy.-.l CoIIsCut V.... Air CeoIe4I No.. ofUaiCs SplIt S"... < 6S8II lbIItr . CoMpoecIIt 0.".14. y eap.dty DeIiip Elf Daip IPLV ea.p.. Elf Crlterfa IPLV Criarit Iiltace Coolmg SJstan Air-Cooled < 6SOOO BtuIb 12.00 10.00 J1.70 PASSI'B Cooling Cap8city Air" HaPdJing Air HIAdIcr (SuppIy)- 0.80 0.90 PASSES SysIan -Supply c.o -I. .1 Volume I PASSES Plot CoIapliaace u.-...~ IIIIIIIaIIaI Sbe Desip MiD Desip Mia CatccorY eo.p Ne 'Eft' U IPLV IPLV IIa8ee I NOM: 4I191lOO6 ~ fW:IHB ... dl s . . 0JRee ...... rn&: .., Dodor.s Oftice ~ 0fJ'1Ce InMl'I. hie: T.. - Water Beater CoIllpliaaee Dacriptioa Type Cahlgory Daip Mia DesIp Max Coap EIr Eft' Loa Loss Iiaa<< WMl:c Heater J EIa:tric ..... hcaIr:r <-= 12 [kWJ 0.90 0.88 PASSES I PASSES I PipiBg SysteID eo.pliaaee CaIepy Pipe Dia Is OptwalMt ,. COIId ... ... IllS 11MIle9) RuotItf Taap t~ 11ddt'le) nick (iIlI fFI S.Ft ~ NODe J 4/1912006 F.aat.YC-. FI8C'e.a 2884 v2.J 6 ProJect: Of'ftee ......, itle: Dodon Offitt : 0tI'iec (WEA. JiiIe: Tam.....,,) Other Required CompliaDee Catqory SediaII ~t (w.. N1A ill_x illtOt applicable) lnfilrrMion 406..1 IRfiIIration Oiteria line been met System 407.1 HV AC l.,Qad siziDg has beat perfQnncd VenlIlarJon 409.1 Ventilation crik:ria have been met ADS 410.1 Duct sizing and Design have been perfo.l-d T&.B 410.1 Testing and Babn:ing will be performed Motors 414.1 MOCOI' efIiciency c:rireria have been met Lighting 415.1 1.ighting criteria hne been met O&M 102.1 Opu*u/lDlIilltal8l~ 1DlIIIU81 will be provided f.O 0WI1Cf" RoofJCejJ 404.1 R-19 fix' Roof Deck wirh supply plenums bcI1eaIh it Report 101 I.- Rq10rt Print.Qut ftom ~ FIaCooa auadIed? 4/1912006 .~JrI.Coa 28N ~I ~ ii [ a 7 I ~ ~ N 0 ii" ~ S ~ as ~ -< ~~ ~ ~ ~S ~~ ...c = C ~ <<* a ... ~ = ..... ~ tU . e ~ tIC .5 ~ :a ..c ~ :5 II) f,T.. -e e ~ ~ OJ ..- 0 Z ~ 'D i ~ ;; 8 ~'D l~ ~ ~ i :g = bO Q :.a :a CQ ~ o e at~ ~ ~ ~ $E C ~ ~-i~ (S ~ _ is 0 tB Qi ~ Z 't G) I u fA ~ ~J 11 .... e Aoi o \D o - t"l i ~ f;l 1ft 'C 2 e t:) z ~ 'C o ii: 0 i1 .. .. 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VARI Construction Services, Inc. www.variconstruction.com 23110StateRoad54 #106 Lutz,Florida33549 (813)973-2657 Fax(813)991-5128 Quality, Integrity & Customer Satisfaction October 20, 2006 Mr. Bill Burgess Building Official Zephyrhills Building Department 5335 8th Street i Zephyrhills, Florida 33542 RE: Zephyrhills Professional Office Center Project (Daughtery Road west of US 301) Site Permit Mr. Burgess; Thank you for meeting earlier this week to review this project. Per my conversation on October 19, 2006 with Todd Vande Berg, we now have approval of the preliminary plat for this project. We are submitting the attached package for our site permit application. I understand we typically must provide an approved drawing from the DRC however per Mr. Vande Berg that will be issued at the time of the Final Plat approval. He indicated that we should be able to begin out site work clearing and infrastructure improvements while the Final Plat is being reviewed. When I asked if an interim approval document for the permit application process is needed, Mr. Vande Burg suggested you and he speak about this project when you review the Site Permit application. As I shared with you at our meeting, unfortunately due to the owner's decision to subdivide the property and several bumps along the process, it has put this project in a significant delay (nearly 10 months) so we are doing whatever we can to get the project started. The original site plan was approved some time back with four buildings just as we have it now. The subdivision for individual ownership became thus issue, thus requiring platting. Thank you so much for your assistance. We look forward to working with you and your team on this project. Sincerely, ~ President Vari Construction Services, Inc. ;~ MAIL TO: PASCOCOl1N'IY D WBSTPASCO.OO . 7$30L]~ROAD NBWPORTRlCHBY, 4 . 1727) 84'+8142 (352) 521-514\UG Noconatruction, unde.r . . ;o/.'~'beilecomplished on 8I1Y COIIDty Right of Way without,written. apPrODLfiomthe,~:. .' ............ .............pP,endionson:8I1yCOuntyownedAightsofWay shallfUmisha d~eddravring.ilh~the . ..' ....... . ....... .' .... ... . .oI:IC.iIl;quadDjjlli~:to;the Colmty.for rmew.andl!Pproval prior to the conuilencement of any Wade.. .A copy oftlilltpermttill1l8t1:iekllptrealdny'liVIiJI8bleat1heaiteof the work at an times. See. No>. 3 T26 . R 21 CountyRnad.DaughteryRoad Date 811106 Pj'nnit for Zephvrl1llls Professional Center , . . (ProjcctN'ame).' .... L()CATION(Legal.Description) 5.50' Westot US 301 on the South side ofDaughtery Road. RlGHT~OF-WAY USE PERMIT #3aolorr .QCQUNTY PERMrr - "Sunshine-:-One CalI" (800) 432-4770 - 48 hours prior to excavation _ -. P~iojJ. is hereby granted to ZephYJtlUlsiPrbfesslonal Center LLC (Namo(ifPermittee) of 11310 GrandvlewDrive..Dade cttvA.33525 for the COlI8tl;uCl;ionaudmaintenance of (AddressofPemiittee) .. . .. ConSlnJl::t\OnClfDriveway and a sldewalk.to a commercial project located in the-cltyllmltofZephyrhflls on the South. (1)esotjption ofW!'rlt) SIde of ZePhythllls. Subject to the :fOllOwing conditions: I. The CODSlroctionandmaintenanceof such utility shall not interfere with the property 8I1d rightsofa prior occup8l1t. . 2.AlIworlt shaI1tJe done. in keeping withthe stalId8nls of Pasco County and at the satisfaction of Pasco ColDlty, who will be11Otl.filld at leaSt~~day.priorto,COmmencement ofCOttS:tl:tl.ction. 3. All tI1atelialaiubquipmentshalIbeSubject'to ~bY Pasco ColDlty. 4. During CODsllW:tionallsafetrJ'll8UlationoftheEOtidaDepartntent of Iransportation ahall be observed; 8I1dPasc;o County shall be ~ .~~~~~~::::'''.i~~~of 5.A.11J1~'8Ddllll~ll8COCiounty~IhaI1~JUtored to its. original.conditioncas mraspractica1, in thll ophijon.ofPasQO County. "~~~~~;;~~~!'''--.'--- ,.~~~~~~~~~;~.", lIII.Y~~~ liY,prlOdIlSliilliitioDaBSil:tilSUltC)tjiis()petatitlns~. He~~;1Wl;~tyfotJiotifYi!ltt,auYlilld all U~'.ar'lDIderground;IIlIeD;-OfHis!]lmpOSed' 'OnS!iI1otiier'tluIt1tieyIJJll}';~itheitililere$tlJ. B.lt is expresslY stipulatelltlulttliliJ~llIa .., 'PlllIl1illsfveuse oiIIy.lUlilihlittht;PhiCingoffaC1Jities Updn p1,lbli,c property ~tto'thispennitSh8lll1otoperiltetbtb vllStanYPIQperty:rightinaaid hoIaer. 9. WhCileverPascoCoUll.4'~toiitt:tller . untyR.i~Q~Way,~or4l1.ofsiidpoles,wires,pipljs. qaJjlesor other facilitiesaud,ap~authori2.Cd bO~iemovetMi'oJll.sliilfRiglttsofWay. or reset orr\llocated there()ILas. . .. . Mi~ldil1:j~ltii8.p*,ll1it./ ...... ..' .. ..... . 10. . T!tehOIII1rcI1ri;anY'lIiidalllh\lnaPs;cWms'OriI\iurillSthlij :may occur. by reason dfthc c:ons1;nicti. . 11. 'Ihti,hOld.' IIiiIU .. iiilf~/30l6019011B()daysor~Permit, . '.. .beco:mll null and vtiid.lnthe,eventthe workrequ .. "' ".. . ....., - .... . . .Sh8llhavetherightto;COIbpleteSllch'IVorIc andtocharpt.he.ho . .. ,ror.iiIFiiiliture~inc:O.n1pllitiJ:!g.saidwoik. 12. The. ~shaI1:poBta:cIISh.ors~,' .. . ce guanmtee With the County Cln Based on a cost estinIate prepared by the per:miuee~seiigineer llIlilapjllovedbY,th~,Co '.. ." Die amount Ofthll ~ iKto be 811. ainollllteqllai to l2S~ of the cost to conSlmdtthe:JIlilDIilited~'ID;theevelitaaute!:Yll~iSposted,.theaaidsu.retybOnd.shaU be lIIlUb:.}lll:y:&bleto-l'asco Coum,yandShall~ligatll.the;8urety~ hdItttheCOUIlty~armlllSSiI1;theeventthe..h6Id&irOfttiis pcmUt;ahouId!fiilltllmeetany oHis oblillaficms.hertlul'l~' T1t~~~'~8ISo~l'asco'Countymr aJlcourt costsandreasonaIllll attomey foes in theevllIlt le&8lllCltio.nisrequirCld:to:c;o~ectonS8i~bonii. . ..' ... '. '. . '.. '. . 13. The ~ ihal1;IK>St'cUIJ.;orlillnl1iY!;lI1llillteiiaJl.l:e,gullrlUlmewifJ!.theColDl~Clerk.basedon acoetfl4lin1ate pl'eparedby the . ~'Senjin~~~1lYllhe"Co~';rhe..8!llouDtOfthe,g\IlInDrteeis,to~ian8ll'1OllllteqUalto'15%'9;ftho~st to construl1tthe~' ..1liond,isi~itShaJlllieet IiJI1becriterialitateiJinNo. 12abovt. 14. SPEQMLCOND". . . . PU/)1ie:'Wom: StormwllfetlDesign: Development ReView A.pprQved: Fee..$ ~~~)t~" Paid:. ,4' . I-L; t:I~ ,e# 9~~() 67y ------- Sllbmittedby: I LeonardZU/Jo. Pres./ECC.lnc. Pr.iJl-tNameanil Title 6844 Dal/}' Rd., Zephyrhll/s Fl. 33542 , .Mlilling Address (S1reet, Cily, State) 813-71&;1~1 : Telephone NUJlI.ber (Include Arep. Code) L~NIKHL ~~KMll 11NU F'(.~~;C() COUNTY,,' Fl...mUDp, CCJNTF~~.~c'rDF~ *~:: N{:li'iE:: ENC:j I NEEF< J: NG CClN~:nl<UCT ION ADDR= 6844 DAIRY ROAD C/ST= Z~PHYRHIl...LS, FL 33542 FC}l:~::: ZEPI..jYl;:HII..LS PF;:OFES~3ImN~/... CEf...JTER CHECt.:: it 3609 D,{ltUGI-fTEPY FWAD {lCCNT 'f Cj T l~L (..~ l'iOLH-n :: COMF'N"r' 1(~CCClUNT CEj'-.JTER Bl02 - 329500 - 2 ~:j() .. 00 {I ;'oi Cll.H...j T ~.'iO..OO :L ::.::~!.; F~ECEII..)ED BY DA1"E::: 08/09/06 "T"J:MI::: ()9::5f~~ P,f:1GE:: :i. OF :I. :U:;~:;UE OFFICE:: N RECEIPT NUi">H)F;::: 00960~jf.}.4 OFFICE= NEW PORT RICHEY DESCRIPTION/PERMT DATA DR/CR RIT-Cj-WAY USE PMT 60 PASCO COUNTY, FLORIDA INTER-OFFICE MEMORANDUM TO: patty Camp Development Review Tech I DATE: 9/14/06 FILE: TRQ6.:2nS FROM: SUBJECT: Daughtery Road Zephyrhllls Professional Center Manager REFERENCES: Right-Of-Way Use Permit #30068 The Tra Ie Operations Division has review$d the permit as requested; the permit is approved with the following conditions. 1. Florida State Statute 316.0745 requires that all traffic control signing and markings on private roads or property open to the general pUblic be in conformance with the Manual on Uniform Traffic Control Devices and Florida Department of Transportation standards. The permittee shall provide all traffic control devices in conformance with these standards. 2. The permittee shall provide traffic control per F.D.O.T. standards in all work areas. 3. The permittee shall not damage or remove any traffic control devices. If a traffic control sign needs to be removed or relocated, the permittee shall contact the Pasco County Public Works Department at 727-847-8143 or 352-521-4246. 4. The permittee shall repair or replace to F.D.O.T. standards any and all damaged traffic control devices at their exPense. 5. If the permittee proposes to close any lanes of a roadway, the following conditions apply. Lane closures on any collector or arterial roadway shall not be permitted during the hours of 6AM to 9AM and 4PM to 7PM. Lane closures within any school zone or within 500 feet of a School zone shall not be permitted from 1 hour before to 1 hour after the starting and ending times for the school. Proper maintenance of traffic SHALL be provided per Florida Department of Transportation Index 600. RWRlrc , cc: Right Of Way Pennits Database File RECFn''w:D SEP 1 5 Z006 PA~, . .., Pasco County f Fl.orida Inter-Office Memorandum Tel: Patty Camp DATE: 08/0~/06 Devel.opment Review Tech. I FILE: RBRWO 6-4 53 ~k :&"B.OM: ~ Rydzik Public Works Director .so:BJE<::T: .ROWPERMIT #30068 Daughtery Road No Jurisdiction REFE:RENCE: DRR06-431 Pl.ease be advised that the Pasco County Board of County Commissioners has never all.ocated Daughtery Road into the road maintenance program. Therefore, Publi.c Works has no juri.sdiction i.n this matter. TR/dt ReCEIVED Au {J 1 5 2006 Ji:J.r;,;"""F'JJ;. .... ,,-yj"" ..... .' -try &J.01;Ni!iVT D~" I<Q;;r1EW 1. aJ1. BI 2906 Ul: 21 9131154912 ENGINEERING CON5T I"~ 1;,1.. .:', {),6,-;l,~ .' ..' '. ,~ " 'S outhwest Flo~i4a" , '. . tl ~ter Ma!Y1fJ~t DiStrICt ,..,. ~ ~ wf:.~~,',~..- , H I!IIIIIl Dr 11M...... ClfIIOIl . l.tIlaD .....0. Ollltle , ~ ;J,j ,\M'I.u,IlW~,&/. illlXlWntl'WllrflWMf'Ill1 ~ ill !OWl FIOl1dll ~1TOO Sub 328 . (e S)....144 I>' ' , LtcIIllD. l'\OflCIiI ~.sIl'TO ". >>4~"TIG l1L OI\~' ~.as.a1 51 lOOM 57M2l>O EM1-8271 2379 BtOIId streL!lt. erQo~le, F\orld~ 34B~ ,(36i2j 1Q6...7:z1~ at ~~476 (F1. only) SUNOOM 628-4150. TOO onlY 1-8OO-~1r6103 (FL only) anp Jnt~ at. W!tlJJ'M12I:tel'5..;Irg , " ' i: ' " ..... MI'tIlAlO ~ ' 1ImflI ...... ~ '. S1st'J"fNl\'ol1le I\DIlIl 7601 H1~ 301 North S..... HIlM'~' J.l 'I'"I,\~. n..- J:lI1'187~ (1411 m-3722 /1/" 'l813l .'rC 1>" , iWlQO.s2WeOS (R. onll1 . :1.~'l6007lI7 tfI.. enly) $UNOOM elS1.(l$OO. Sl)tCJN 57802.Ot'0 .....10. ....11 cr..ri IlIl'e11es ..... .. ..... \/be 011tit.l4lI~ .... 0. ........ ~, Htrllftllo ......... ~."..'.,... . . "/leelUlel', "'" ....- II...... ~ _G........ , tIIIlmItI ...... N.......... ,.HI~ ....... .. ..... . . PlM\Uea ...... a........ i . , Pi?'k I ' .a.IM Do ....... " HallilO/alllfl ....-0. ___I ' Ddot; , . . , JlINIII ... ....... ~~. ... A........ , ....1ttilIIt~i:lI~ ',.-......, , ' ClIl~l'IIl ClluIIIIII '. ..-,. .j .Ii' \uOl:I1lt 2,2004 ~ ' RECElVED , ~Ub 0 3 2004 fl'ICln".. W. VlI'latar )1 81 Silver' OW Boulevarcl ~~ymlll', ,FL SSM1 ,.otictl elf PlfUll Agenev ADtiOl'l for ApprOvQI ERP General for Minor Systems.Modlficatlon Permit No. 48022597.001' Project ~eme: e.t Pasco ProfeflsirJnal, Flclrk County: , Pl!ISW secrrwplRgo:, 03I'26SI21 E pear Mr. van~: . ' ihlsletter constItUtes notlc~ of Finsl AgenfiY ~~on for BpfIroval of the PEirmIt referenped 1IbOv&. Final approval Is eQfttlngent upon no,obJecllan to the District's action beil''10 reoelw<fby'the Clstrtctwlthln tne'~me, frames described ,below. " vou or N'PJ persOn \Iltlose substant.i81 interfets ~ affe$Kt by the Dhnrlct's actIon regardll'lg a pI!lrmlt 'may reqL\081t an Ildmlnlltretlve heamg In aGCll:lf'danoe wtlh SeetloM$ 120.569 snd 120.57,. Florida 6tatl.lte (F.S,l, and CI",ap~r 28.106, 'Florida AdminietratiVtl eo. (FAC.). of tI"IO Uniform Rule; of PrCloedI.11'O.A *,~fOrMarin, muGt: (1) exp1Bin hOW the ,ubstantisl inftrMts of ach ptrson I'9qlJDtlng t/1. /'l9Q!1ng wll/ be .Hecttd by.the D/striQ't'$' aotfon, Qr propoucl sctlon; (2) &taM all m8ferill.1 facts d;spUted by the persQ/') req~ the htJarIng or ~tstB the.t ther;e ~ no rJlflPuIitJd faOta, and (S) ~ CJOmPfy wItfp Clt,pter is...1 06, F.A.C. Copies of SElctlons 2$-106.201 and 2S-1 06.301,. F .A.C. are enctoMd for your reference. ^ reQUest fOr l1Gartng must be filed with (receivtd. by} the AgIl'lOY.CIltrt< Of the DISl:l'l!:! lit the D\s~S BrooksVille tldcnI. within ~'1 days 01 racelpt of thJs notIee. Ft!Celpt ie deemed to'be, the 1Ifth day llfter the date on which tl'lltl "otiC9 i$ d.~1ttd In 1he Unfted States mill. ,FIl.Uure ,to file a I'8CJJ1I'l tor hea."i'tg wlthin this 11me period IhaII ocm8tnUW a' w.lVe~ ot any right you or 8IJCh peltOn may I\av& to request 8. . 1'I..rtiQ undflll' SectiOn*120.5S9 and 120.57, FS. Medlation pursuant to'Sdon'120.1i'7J. F .S:, 1C eeulrt IW' administrative dispUte regll'dlng tie DI8tl'lCt'1 aetlon, In this matter l. not aWlllsble prior to the ,~ling of a request for heal"lng. ' """ .': . , Encloled Is . ~NPtiOlng"Pdetn that P."~des ~atbn rtigardlng the Dl9trlot Rule . 400-' .'010, F.A.C.;,wnioh ar:Idre~ the notifIcatiOn of perscnswt'lO&e substentlal 'interlStt may bt afTeded by 1tle J;)i8tri::t'S lICtlon In this mEnter. The lJa;kIt ~ns ' glJidtllnSS or; how 10 p~d8 notice ~,.ttIe Dlstttot's action, and a r,otloe that)'OU may use. .' .. ., . . " " The Irlclosed app1'O'\lOd construction plen$ are pG\rl: 01' the f'~lt, and constrUOtion must be h~rd.hce with these pl811s. " .,.. ' . ' ':, 3\J)Ject:' . , ' i i', I, I, .' I . Le/lB/2aa5 le:21 8137154812 E~IGII'EEF!It-IG Cl:}IST PI*it. 1:1-' Permit No.:' 460E !697.001 , AugtJIt 2. 2004 page~,':... , , . " ':' . .' '. '.' '" " ' , If 'you have quill ona concernlng the J)8rmlt, 'please Contact Monti G, F.Iltter. P .Eo. at 1he erooksvlle ServICe ' 0fficIe.8$"II01' 4381. For e.eerstance Wfth,erwtrQ.l1fl'lental COl'I~9; please comact Leonal'd F. Bart06, P.W.S.; , extenlllon 4952. " " ' ~ ". .... .. SlncnlY,' '. , ' .....> r:;;~~...... '.. .... ,...,,~. ',,' "~" . '. . ". J. .' .,' ,,' , Henry Robert L:.L I. P .E.;:D1r.etor . '".. ",' , . e~~I..~' ~ql') Depar1rnerrt, "'",' \' HAL:MGP\~lkW ' .", '.' ::' .,' "" , .:' ,',:. " ~IoeUI'i'B: ',~ Permit wfOcri:1itiono AtIIcned " , ~~ ConDt'l'UCtlon Drawtogs , " . Jttd:ement of CMlpJetftJn ;'" " ~.. I ~.or AI,lthorIzatlon to Oomml!lnee OcnStructiOf'l' " , '!otlcllll P8ClC!l (42.??-009) .,'. " ~on8 2(1:.106.201 and 2a--1.QS.Sl'.n 1 F.A-.C. . ~enc:.PleOff ecorU~.OO1 '.," ' : , .... , , " ~obe:rt '. Green. F.E.;.Englne<</I'lg CorI8trI:IOtiOn consuttants, Ino. ' , L.lClMlI A. Zl,Ilio, e,gk1_ng Construetion Oonsultlurts, Inc. ' . ", ':: I. '," . . ,'.. ',I, . ,"' , . .' , " . ' ',' . . ' I". , I"';" , . " . ;,'. . .,' " ," , 'l " " ' , , " , ," . :", .. . "," " 10/1B/2ea6 10:21 S137154e12 EN{jI~ER!NG CONS" \,M\;:U:.. u" . '.1 .. SOUTHWEST PLOAIDA WAiER MANAGeMENT DISTRICT' " . ,ENVIAONMENTALRESOU~, " . ,," ~~=FlAL FOR MI,NOR $URFACE'!'IATErl ~f'GEMeN"!" SVS"TEMS ,,' , ' PERMIT NO. 4$)22597. .,' , ' ' ~e;cplndion~ ~,~Ust2', ~ \,Issue-~: ~L1guSt212004; :: . tt;~ ~rmlt i~'l. uocl under the pt'Q'IiSlon$ Of Chapter 379, IiloriQa StQ1Utes'(F.S.) arid. thG RUles ContBlned : , In,Chapters 40t 4 a,nd 4OD-40. Florida AdministratiVe Code (F.A.C.). ,The permf18U~ortzes the Permittee to pI"OCMd wItt1 orstn.lCltlon of a sLlT'face 'N'IfJ.1Jf management .system 1n ~rd~n~ with 1he lnfoOfla1lon outlInecll'lelrell'l t r'Ici ehOWl:l by the f!lppliQatiOn, ~roved drawings., plans, spooiflcedtonel. and other . . dOCIJmen1S, atte lhed 'hereto and kSPt on me et tl:te'SouthWest Ftorid8 Water ManegeT:I'lenl DIstrict (District), ll'Il. I otherwiSe .mated by pennlt speolfiC Condltlon. permit !8suatlC8 CClnatlutes ,certfficetlon at . tlOl'Ilpltanoe witt state water q~ity standards under Seot\O~ -K)1 Of ~ Clean Wal~r ACt. sa U.s.c. ,34', A11.qOl"l8tl'UctlOn qperatlon and mal"tenanoe 01 D surface water management syttem auttlortz:Bd by this 'permit shall OCt II' k'l oompliance wtlti Florida statutes end Admlnl8tratlV9 Code'and the COI'Jditionil Of this ,permit. , ' , . , ' " " " ,'.. , ' , ' , ' 'PROJecT NAJ S: ' " ea,et f'uco Pfofesslon~ parK : ',' ," GRANTED TO; Thomas W. Van.ater , 61.51 Silver Cleks SOUlewrd '. , ~phyrhIIIS"fl 33541', . Thcmu'w. Van.r : I '. . , , OP. tit MAlNl'.. irmrv, , ' COUNTY; . ~PIRGl : , 'TOTAL ACAril OMffil:>> OR UNDlr:t 0. NTROL;., Pasco . 03i28S121 E PROJI!!CT.8IZ l; .2.69 , '2.59 ACt.', LAND US!: ' '"comml!M'Olal' , ,~DATE APP~I~ ~T10N,FlU!D; , ~y~. ~~~ , '" ' ," ", . ,~' AMENDED D' rE."., , N'^ ' ., I' '.'t!ClFtC co pmoa ,,' ' ,; . ' , ." ' ,.' 1" " Ifttre ( vr\e~Ip~tne pfo,eci8.rea'~ered bYthe'sUbject'~it'i. dNl~:.~ti some,:n! ~ther ' " ':'" . ~an tt lpermtttee becoming 1he owner Of part g1,me project areiil, thls.,permiUl\aIl 1ermif\ate, . " , : PUI1Uf \t to.~ 400-1.6108. F.A.C, In I!luch sitUations, each land owner shall obtain a:perrnit. , , , .. . . (whtcf1 nay be a mPdIfiee,tl(l~ 1?f thiS p'ormlt) for the land owned by that person. This oondition 8haI(' '~.ap tv to the dM!llon and _ of 19f8 or Ul'l~ 11' residential Sl.\bdl~lelO~ or condom!nlUms. , 2. . Un'. ~ed d1ti~rW\se h~re~~ ~ '~j~' ~ all~tCrmat1~n 'and ,~ reqU~ ~ this permit $hIlt t t ,subm_ ,to:' . .. " ,,: ' ,', . , ' ,," , . 10/lB/2eae 1~:21 8137164812 ENGrltERING CONST r~ ..:.!'wI ! 'Permit NO.: ~ ~.OO1 AugUIt,2.!004 . . PlO82 ' ',:. ,; "l. . ,', . '.' , " ..,' , B~.' R/lgulatlon ~ent ': '. ' , . , " , 'S01Jt1W. &.t FIOl'lda Watel"Menager,nent O!Jlric1' 2379Bll8dStrMt,. " . "I, 'Bfr:l.ltEi,M...~:'" ,,".., ' ':",; .'\ . . . , . . .' ',:, " ' ~ " ' '.,' .: I . , .... " .' . Tn. pel nit nll'l\b6l', ttlI& of report or'lntormatlon 'N:l'awnt. (tor recUrring rePort or.I~OI'I'l1at1Cr'l " ,,' smltt n' .fvaI~ be ~ntlfied. on d1J Inlorm'!lion end ~ sUbmltt<<l... '.' , ,'., " ",'." . , :, !..' .' .' . " .' .' ...' '. .', " , .' s. ' Tho- Pf nltllMl &hall f8t8ln the dNlgn .ngfneBr, 'or'~er prof_anal engtneer reg_eo In " ,', flo- to conduCt on..lteJ ~IM!ltton8 of C()I'I8tIUCtlcI ~ ~,with the. BB-buit certIft:8tlon. ' , rtqUll'8l'" of thiB prcject. ",e permittee 8I'\aIl1r\fCll'/iI'Ilhe D~ Ft' wrttnq of the n~8l IddrISs , ' 'MCI ptlt ne nUl'l\ber ot-1i'Ie prdfeeeionel engll1"f 9Cl employed. ThelnfcrmstJen sttall be sUl)mttted . , p~to lOI\8'b'UCtIOfI. " " . . '.' "',' ". . . . ':. ' ,'. . . 4~' :w~in ~i '.. ~~ compertion Of ~~ o~ 'h ~it1ed' aGtlvlty; the_permm~ $h81t'8ubmit " to ttw'E 'ook.slA1le ServiCe' Office a ~~en stat.&fnent o.f c:lDfT\ptetlon and certHlclittion by a ~ , prof'" onellnCl1neer, or ather aPPropriate indV\ClUIII as atlthoti%ed. bY law, Utill%lng thl'l'8qlMAd : 'StBllm In! of.COmpletlOn 'anti RlqUBllt for T(erIlSfM l~ 0pe1AUOC'\ !!ntttv fmm identlfled'ln OIaPt&r . .cqD-1. 5&, F.A.C.. end signed, 'da1ed end.sealed u-buitt drwlngt.. .1'1ie u-bUllt ~ngSl s~1l1 .,Id~ any deIIIatIClM frOm ~~,~ CQI"IStI'I:IOt\Oli dtaWll:\gs.: .,' . .' .' . G. . 1'tIoi;H Ii'1ol ~ li..~ ."",,~~101Ilo P~~,lo -...- roo- to __ me pollUtant removal efflOlel'leY.Of the surface water m~ement syst<<T1. The Permittee , : "may bl ~ 'to cooperme, In th" riIgard ~ dQWing on-slt.8Cc!d8 by CI8trICt reprUentatlVee. \ .. by _10 rit'g t\'M'Ilnatalldol'l and Of*CIon of testIn; W monlklri~ ,qu~ent' end. by e.l~1I:lS " Qlherl ~mMSuresas~on$ile., ".' . . ','; '." "".' ,,' .'," . '. (IIi' ,', TI'1e 01 aritlon end mBlriten8J1C8 _ ehlllsuQi1'llt'lnapectlon I'fIPOt1IS In the torm requhil by~ .' '.' bIIm1c In. accon:lenOe wlth.~ toUawI.ng B,cI'ledule. ,', ' '" ' ... , ' ,;' .i .forllY ~_,;g,",""",,"';"';;'~, the ~ ..i.n bO ~ ...; (z,jo.... . .r e iti'I,tlon It ~ ancl every~, (2) years me_.. . . . " ' , , ',,'.','. ' .',' .. . ' , I . .: : ' .' ' 7, '.:' , Thls n xf1flc8tic:lrl; ~tnJCtlon. Pritt No. 4~ .0011 amendl the pl'9\li0USly lSsUed " ' . Oontt. permit No. ~97',Ooo, IIl'\d 8D conditions are I'8P*ed by the oondltlons herein. '. . :.'. . . ' .' " " ., " ',. ".' '. ~,8. . FOr in areas .~,cin tho,Con8tructiCn.dmmgs"~ futUre;Sp'emI!t modiflcatlori.,6hall be , ..". . _In Id for 8I'lV.con~ Iu 1h~ etd8'. At a requt...ment Of ~ ptfmlt modifiOllllon fOf .. ' ':'. ltll,slth _ a~. ~ ~J'!'T11ttM elW.ll submit a Statemenf~' ~pl8tICl(I and ..built drawings. ',' ", . .' .... ,.' ',. .'. '.:,: .'" . '9.' , .11 lime ilale ~rook III .encoui1terecl dUring ~nstNCuon of the Sl.l'!BCe water mat'\agement .. ',.'. sy$teIl, $ DlItr1ct m~t be no~fJ.d ~ CC)ftttructfon in !h,e a1I~ ~r~ .hall ouse, , ' " ' .10::,' lrheF t~~Sn8liOOutY'tri~otsirI~of~'sncf,cile'aeveIOpmel'fintM8UrJariewate;"" , . mtili tIIIT1ent tYsttm ~k'1 48 hours DfdisCOYel'Y' and muSt sObmlt a: detailed tlnkl'lOlQ eValuation ..' end ~ ~r plan f<< apprcwal by the DJetIlCt wlth~ ~ diayB ofdlecOvary.' ;' , ' \.' .' ,.', .. '. _,: '. .,' J., " ' " ~, , . , ~, .1,.,. :. . .. . ' ' I ',' ',,' . ' ." .: . , . , . .." I " ., .., H .. ,,',' \, . " ',' , ...., I' " " " " '," '" ., '. lf~/1S/1ee6 1'0: 21 81:311!5481? ENG1NEEl<1I'IG CoNS1 ,...- ,." --- -.. - --- . . Permtt No.; 4602 597.001 ':A~2t2004 ' page l3 . ,1 j; . .1llo D~ cl,~ prior n~ 10 ihO Pomii.... m~con..t; oM"lns~ lee_u.o . ~e en atih. erosion control barriers and o1her m:1:ures omployed w-pre\lOOt vlolet\Ol'l& of . state we .r .Quallty itandards 4\nd allt)ld,dOWnotreem impaotO. Such bsrrlers or. other' meBlUr8S " shouIC c mtrol dllCt1.~1 .rociprlj and aedil'nent tI'ar'lllPOrt dLlring conBtNctJ~ and thereafter.: The Oit' ~ Will_ detsnnlne ~y potential eovl~m~1 problems that may de'J81OP as 8 reSult of'lIavir l or rtmovlrlg tI'le bal'l'lers,and other moalul'e$ duri~ tXln&truCtlon or afte~ oonstrUction of the prolr ot hu been COI'IlpJet8d; TIie permittee rl'Iust provlCl.& 4J1tY t&mecllal mMSUI'GS tt\it are ' needed' ' " ,. ' '. , gENI!BAI.. CQI m110~ 1. . . Tho ~ ""'~ aIIaclled hero!O" E_ ~A' .re heIOIlY ln~ intO thil pem1l bY . .l'Cferen 0 and the, Perm~e ohair ocmply w1tt1 them, ' ' , , ' .~~.. ,'r 'Hi~~~ ft.tHf.~WtP'i(!TO'f~ ' St\oOl<SVll1.f.l e.GlltATION DEPARt'MENf " ~ . . .j. " .,' '.' ", ", . .I, FAX NO. :8139915128 Nov. 01 2006 12:51PM P2 FROM :UARI CONSTRUCTION SERUICES ~ I C9 I , :J~ '1 ( ~.t I 4l~ 1:.-....J I ~- N I t5~ I Iii !I \fl VI II' Q"" .l 0 II .uJO r- II ~ ~f- II \..n'" loP :- j;; I .. r '''-.- "2 ~ -t: c ~ 'e a c: CD - D .E 0.0 & J! J .::.:: .!!! .!:! .5 -in J!. ~1]1 -0 CD 06 Ii I t ~ 5-g c;;: ~ 0 C fE B ~ e- rn ""It 0 CL I 0 ~ V)t ~ J l ..c i:J.. - .,-- - II i I i .........__..-_.~' . r'r--f"l . . . . . .. .. - , . ----,..."'T......---..-~ ~.j....,..-_.... - l l i I ; I I : i .... , .: " I' (" . ; ~ i i ! i ~ i t-h~~' r-"r ~ I i ._1 , . , , . i : r,' t. '.= ...: ',: =.: I'" I ./--'''''. '-"1 1 I ill ' 1 i ! i i j j I I ! . . . . I . I . , I I . I . . . . :........~..-L.J.____.l_...L.....LLi-...l...._L~..L_L._LL.....j , -i ... , ! I'i ....r./ ! , , ; ; I.i; J ~ If i i i ii i i 1 "j 1 r j ; i -._~.'. : n ! f"ll i : '{ i ~ ; ,I ~ !J i ._2.. I::: ti f Ii f ! 11 i f ~ ~ i ~ i H I' - g i n i z ! Ii i Ii i D i = i l! i ~ ! i! i ~ i ~: I I I, I E ; !! H ___..___:...:._i_....!. 6U!~Dd 6Ll!15!X3 .- / , , ! ..#14_...,..... 6u!J)f!ng 0u!IS!X:I ;\ ;-r-r-l":' J ..T"T-~!""r..T]""-l. "\, fJ I ! ~Il~! I l ! I ! bll b-l ! 1.~_.; l! 6U!>fJDd 6u~ PASCO COUNTY DEV REV I EW 727 815 7000 P.01/01 " , , NDU-02-2006 09:01 .' t:. , ~ " :) i:-: ,! ~. .:- ~I ~ ..: t--":,..- " :'1 'I , , ~ ':' " " ,~ '~~' t ..' " '. ,;., , ),' : i ., !~ "K ~ ;;. . ~. '-, " " ", 18'c/ 1(:00 a& (18 , ':IS : 91 900C;- "'HiQhj >, -..-. - -- ' . ',il . i" '.'.' , :, I,.:' ~'~';f,' . . l' . '/"' TOTI=lL P. 01 -.---- -- --.- City of Zerihyrhills - Building Dept Phone;(813)-78~-0020 " FAX: (813)-780~P021 ... '-:'jao' ~'.;, ~i}:: ''';". "'" \',\ " \~, _ t::rw<<\ : ; ,...-ro . \t, ~-~-~--J~y~~-------_._-~----------~-______l~___-: : FAX#.; 7~7-815-7000 FAX#; 813-780-0021 : : DATE; li~l-06 #OFPAGES: ./'1 i , I ~ MESSAGE: H~No'Yc:mber. Wea:e-inneed 4 addresses for the below project. If you : , I : have any qDc.roo~, please contact.us. 1liimk you. I r ';'I I . ' I :, 1 I fetL, : I I , I I I I I I I I I I I , I , I ; Parcel ID: 0~~26-21-001:O-001.00~'lO -Unit 1. -.l31QOO 'J)~ O'26-~1-0010-00100-0O+a -Unit 2 _/,3 '1 q 0 i ~ O)i'2&-21-001.o-00100-00~ -Unit 3 ....J3'7l:114- O~~26-21"()Ol'Q-OOI00.0040 -Unit4 -J3 7 q ~~ CcbmerciBl- Medical Offices I' D~tay Road I : Type: I : Facing: I I I , I I I I I I . I I , I , I I I I I I I. I ' ' __________~_-~____-__-____---~-w-----~----------------___________~ .. ~ ! k.u eqz.J - \-k~~ 6.. -ttn i{l~ ~{1 ~w !, " f' I; " . " 1~ ',' ,~. ,,~. ' :. , . ," ',\.': " , ~.,' ,t( " . ~~; (. "( '" "/. ,'.\ , . ~i.' , " ,II.., .:' . {, '; :"1 .; ! , [ .: '! .r I '.' i '? :1 . ~:~" ';- " . '. ", ,~ / ." ,'v .. '\ " ~ , .. ':. ",: .' . , " ,i: ~ . ~:. . .;~. . ". '.,::f Page 1 ofl 'Karen Miller From: Todd Vandeberg Sent: Wednesday, October 25,20069:17 AM To: . Karen Miller Subject: RE: Daughtery Road Professional Center l ~b (tJl, - f-)*" 5 u..h f"\" · 'T'"t"'HQ ~ ~ I D/~ C&J .",," ......." --@:'li!~q7~ . . Infrastructure work / site work can proceed if Bill is Ok.Ju, ~t.n01~~cturah,^,or'k,unti. the,Finaltplat is completed, . ,- .. . ' ,., . .' . Todd Vande Berg Director of Development City Of ZephyrhiUs 8'13-780-0006 ; 8'13-780-0005 (FAX) tvandeberg@ci.zephyrhills.f1.us From: Karen Miller Sent: Wednesday, October 25,20068:32 AM To: Billy Poe; Todd Vandeberg Subject: Daughtery Road Professional Center We have received the site work permit for the 4 medical offic off of Daughtery Road. Could you please. respond back via email advising that we can proceed with site wor at your department has everything it needs prior to this (i.e., approved construction plans, letters): Thank u. (Jv p1 ~( fir::J uJOffJ co,\ h&1'I 6:+ flO C ~ 0 ~ TS51.ced V- tV/-;! .. Ke~Vl\ LIl+> c7!' C-e~~L i Pt1Lft-e( . 5Ucm. . {)it u)J)rkt pee 5~tf, /1. oJ. 07o;z Karen 10/25/2006 Page 1 of 1 Karen Miller From: Todd Vandeberg Sent: Wednesday, October 25, 2006 9:17 AM To: Karen Miller Subject: RE: Daughtery Road Professional Center l2-b(tJi, - to*"Su..h~ ~ Infrastructure work / site work can proceed if Bill is Ok. Justno'structuralworkuntilthe Final plat is completed. Todd Vande Berg Director of Development City Of Zephyrhills 813-780-0006 813-780-0005 (FAX) tvandeberg@ci.zephyrhills.f1,us From: Karen Miller Sent: Wednesday, October 25,20068:32 AM To: Billy Pee; Todd Vandeberg Subject: Daughtery Road Professional Center mC~.~..~......(t?1??19tp @.' 1I~.;l.q f~ We have received the site work permit for the 4 medical offices off of Daughtery Road. Could you please respond back via email advising that we can proceed with site work that your department has everything it needs prior to this (Le., approved construction plans, letters). Thank you, Karen 10/25/2006 12/b6/06 WED 17:54 FAX 727 867 9455 WillinghamCompanies ~001 December 6, 2006 Bill Burgess Building Official City of Zephyrhills 5335 8th Street Zephyrhills, FL 33542 Via fax 813 7800021 "ft/tAI Regarding: Daughtery Road Medical Offices (all 4) Bill, In response to your 10/24/06 comment about complying with FBC 106.3.5 #8, please find the following addendum: 1. We believe that the building plans submitted meet FBC H)6. 2, Please find the geotech' s soils report which may have bee.n inadvertently been omitted from the application). My suspicion is that this is the missing piece that your building comment is referencing. 3. Soils shall be treated for termites and compacted per Florida law. 4. Design loads for the roof are expected on the truss designer's drawings. The balance of the structure complies with the 110 mph FBC wind zone requirements. 5. We believe that the building envelope, foundation, wall and floor systems and stair design is documented on the plans. Truss layout is in process and is expected to be forwarded via the builder shortly. If you have any additional comments, please forward them to me via fax at 727 867 2011. ?'1 you, . ~~~. Willingham Architecture, P A Copy: Drs Khan, Safdar + Nensey, Frank Vari WILLINGHAM ARCHITECTURE, PA Design. Consulting and Project Management for HealthCare Professional. 1698 Manor Way South, St. Petenbu'll. F133712 727,867.2011 ARI3975 Page 1 of l/permit comment. addresoed.dOl: 12/()6/0S WED 17:54 FAX 727 867 9455 Wi 11 inghamCompanies ~002 GROUND DOWN ENGINEERING, INC. 9232 RHEA DRIVE ODESSA, FLORIDA 33556 Phone: 813-920-8089 Fax: 813-926-3480 GEOTECHNICAL EXPLORATION ZEPHYRHILLS PROFESSIONAL CENTER. PASCO COUNTY, FLORIDA Prepared For: Willingham Architecture, PA, St. Petersburg, Florida August 2005 12/06/06 WED 17:54 FAX 727 867 9455 WillinghamCompanies ~003 Troy Willingham Willingham Architecture, PA 1698 Manor Way South St. Petersburg. Florida 33712 RE: Report of Geotechnical Exploration Zephyrhllls Professional Center Site Pasco County, Florida GDE Job No. 05-432 August 24. 2005 IrtIIIIII /JIJ"" EntJin-rlnf, /nt;. Dear Mr. Willingham: Ground Down Engineering, Inc. (GDE) has completed a geotechni(:al exploration for the referenced project that you authorized, The purposes of this study were to explore general subsurface conditions within the proposed structures and roadways and to use the data obtained to develop recommendations related to earthwork procedures. foundation and roadway design. This report describes our exploration procedure, presents the data obtained, and presents our conclusions and recommendations regarding the geotechnical engineering aspects elf site design. In summary. based on the results of this subsurface exploration, it apl:>ears that the soils at the site are suitable for development of the proposed commercial site following the site preparation recommendations presented in this report, GDE appreciates the opportunity to participate in this project and we trust that the information included in this report is sufficient for your design, If you have any questions or comments concerning the contents of this report, please contact us. Sincerely. Ground Down Engineering, Inc. GDE Fl Certificate of Authorization No. 9599 ~ John C. Peak. P,E, Vice President FL Reg, No. 57018 tZIZ __ Drift . ........ FI.... 31&51 . ...... a1I-..... . ,. I1S-8ZI-I41D 12/06/06 WED 17:55 FAX 727 867 9455 Wi 11 inghamCompanies ~004 TABLE OF CONTENTS PROJECT INFORMATION . ...... .... ...... ........... ......... ............. ............ .". ................. ............ ....... ..... ..... 1 EXISTING SiTE.................. ............................................. .....,............."..................... ......................... 1 PROJECT ApPROACH .' ....., ................................. ....... ...., ...............,., .......' ............., .......... ..........,..... 1 SCOPE OF WORK......,. ....... ..........,.....,.............., ,...................... ......' ...................... ........., ..... ,..........1 SOIL SURVEY REVIEW... ....................,.............. ......' .......... ............., .......... ..,.. ....... ............;.......,..... 2 USGS TOPOGRAPHIC MAP REVIEW... ,............................................. ............., ......,..... ..... ,...... ,.......,.2 SUBS URF ACE EXPLORATION ............... .......... ................ ..............,.... ........... .......... ............. ..... .....2 FIELD EXPLORATION...,...............,......................,...............,...........,. .......... ...., ................ ......,..........2 Standard Penetration Test Borings.........., ..................,..,.... ,... .................................... ...........2 Soil Sample Handling and Classification .............................................................................,3 RESULTS.........,........................................,.............,........................,..... ............................... ...........3 Subsurface Conditions..................,.....,............................,..........................,...... .....................3 Soli Borings....... ........................"...............,...... ................ ....... .........,.. ....................................3 Groundwater.... .......................... ..........,......,............................. ,.............,............................, .... 3 LABORATORY TESTING...,..,.. .............,.....,..............,....., ...........,....,. ....,....,.....................,................3 SUBS U RF ACE ANAL YS IS..... ....... ...... ...... .... ............ ................ ....... ... ....... ............ ..... .... ........ .... ..... 4 FOUNDATION ANALYSIS .... ,..... ,..... ,............... ...........,.... ....... .... ,....... ,......... .................,...........,......., 4 F OUNDA TION RECOMMENDATIONS............ .........,...........,................. ,... .........,..................,.....,...,...",4 RECOMMENDATIONS AND CONCLU SIONS .......... ............ ........... ......... ................. ........ .... .......... 4 Site Stripping...... ............................. ................,.....,................. ................,.......... ..................... 4 Proofrolling ........................................................ .... .....,................................,........................... 4 Structural Fill.........................,........ ............ .................. ............ .......... ................................. ..... 4 Definition.,....... ....................,................,...............,.....,. .......... .....,..........................................4 Soil Suitability...................,..,.....,..........................,......................,....,..........,......,... ................ 5 Placement..... ......,...........,................... .................................... ..........................................,....5 PAVEMENT RECOMMENDATIONS...........,...,.........,.....................,............................. ..... .........,..........5 Section Description.................... .........,..........."......... ..................................,.....,.....,..... ........ 5 TESTING AND MONITORING.... ............... ...... ...... ........... ..... ..................... ............ ...... .................... 6 LIMITATIONS. ..... ............................. ...... .... ....... ..... ....... .... .... ........... ...... ........ ........... ..... ..... ..... ..... ....6 ATTACHMENTS Site Location Plan (Figure 1) Boring Location Plan (Figure 2) Soil Profiles (Figure 3 and Table 1) 12/06/06 WED 17:55 FAX 727 867 9455 Wi 11 inghamCompanies ~005 ..".r!'I' ., " II. . ~. . ~: Zephyrhillli Professional Center Site Pasco County, Florldll GDE Job No. 05-432 Page 1 PROJECT INFORMATION Existing Site Based on the project information provided for our review, we understa rid that the project is proposed to consist of a commercial office building with an associated pond and roadways located at the apex of Dale Mabry Highway and US 41 (Land 0' Lakes Boulevard) in Pasco County, Florida, Project information was provided by Willingham Architecture, PA We have assumed minor earthwork will be associated with the site development and anticipated cut and fill quantities less than 2 to 3 feet. Project Approach The objective of the geotechnical investigation for the proposed project was to obtain information concerning the general subsurface conditions over the site in order to make preliminary geotechnical engineering estimates and recommendations in each of the following areas: . Soil stratigraphy at the boring locations and the development of the approximate soil profile. . General location and description of potentially deleterious materials which may interfere with construction progress or new structure performance, including buried or surficial existing fills, organics, construction debris, etc. . Identification of some critical design or construction details, including present groundwater levels, estimated wet season levels, and seasonal fluctuations across the site. . Suitability and availability of materials found on-site, that might be excavated or moved during site grading, for use as structural fill in the building and pavement areas and as general backfill. . Engineering criteria and recommendations for the placement and compaction of approved fill materials (if necessary) in and around all proposed pavement areas. . Design and construction recommendations considering the water table conditions. Scope of Work In order to address the above objectives, our scope of work for this project included the following: . Reviewed available published information on the site, including the United States Department of Agriculture (USDA) Soil Censervation Service (SCS) soil survey data for Pasco County. Conducted a subsurface exploration program consh.ting of soil borings, subsurface sampling, and field-testing, Our exploration progmm for this project consisted of conducting 8 SPT borings to a depth of 25 feet for the structures and 5 auger borings to 8 feet for the roadway/parking locations (Figure 2 - Boring Locations). Our testing included the collection of representative soli samph!s and recording the SPT blow counts during the drilling of the borings. Measured the stabilized groundwater levels at the boring locations. . . 1210'6/06 WED 17: 56 FAX 727 867 9455 WillinghamCompanies ~006 $"I~I~- .:':. Il. .. '. . ~ Zephyrhills Professional Cenwr Site P.co County, Florida GDE Job No. 050432 Page 2 . Reviewed and visually classified the recovered soils irl the laboratory using the Unified Soils Classification System. Developed the general ~ioil stratigraphy over the site, Performed geotechnical engineering studies and analyses in order to develop geotechnical engineering recommendations for eac:h of the objectives previously discussed for the proposed project. Prepared a geotechnical report that summarizes the c:ourse of our study, the field and laboratory data generated. the subsurface conditions encountered, and our geotechnical engineering recommendations for the proposed project. Soil Survey Review . . According to the U.S.D.A. "Soil Survey of Pasco County", the soil types present on the subject site are: . Arredondo fine Sand (#43) - Consists of slightly silty to silty/clayey sands to a depth of 80 inches, Historical seasonal hiah aroundwater level of greater than 6 feet below natural grade, 12/06/06 WED 18:01 FAX 727 867 9455 WillinghamCompanies ~006 $;I"!'<lr,.. "", ,1'- . .~, ZephyrhiUa ProfnaiolUl' Center Site Pasco County, Florida GDE Job No. 05-432 Page 2 Reviewed and visually classified the recovered soils in the laboratory using the Unified Soils Classification System. Developed the general ~joil stratigraphy over the site, Performed geotechnical engineering studies and analyses in order to develop geotechnical engineering recommendations for eac:h of the objectives previously discussed for the proposed project. Prepared a geotechnical report that summarizes the c:ourse of our study, the field and laboratory data generated, the subsurface conditions encountered, and our geotechnical engineering recommendations for the proposed project. Soli Survey Review . . . According to the U.S.D.A. "Soil Survey of Pasco County", the soil types present on the subject site are: . Arredondo fine Sand (#43) - Consists of slightly silty to silty/clayey sands to a depth of 80 inches, Historical seasonal high groundwater level of greater than 6 feet below natural grade. Hydrologic Group = A. USGS Topographic Map Review The USGS topographic survey was reviewed for the site. The sitei:; found on the Quadrangle map entitled Dade City, Florida. From this review, the site is estimated to occur at an approximate elevation of +95 feet National Geodetic Vertical Datum (NGVO) of 1929. SUBSURFACE EXPLORATION Field Exploration The procedures used by Ground Down Engineering, Inc. for field sampling and testing are in general accordance with industry standards of care and established geotel:hnical engineering practice. A member of our staff performed a brief site reconnaissance, noting pertinent site and topographic features as well as surface indicators of the site's geology. Our staff located the borings by estimating distances from existing features on site, based on an aerial photograph downloaded from the Pasco County Property Appraiser's website and a site plan provided by. Willingham Architecture, PA. Because of the methods used, the boring locations shown on the attached Boring Location Plan (Figure 2) should be considered approximate. Standard Penetration Test Borings The SPT borings were advanced by means of a truck-mounted drill rig employing wet rotary drilling techniques. The SPT borings were performed continuously in the, upper ten feet and at five-foot intervals thereafter. The soil samples were obtained at the depths where the SPT borings were performed, The soil samples were then classified in the field, placed in sealed containers, and returned to our laboratory for further evaluation by our project engineer. The SPT borings were performed in general compliance with standard field penetration test procedures, After drilling to the sampling depth and flushing the borehole, the standard two-inch 0.0. split-barrel sampler was seated by driving It six inches into the undisturbed soli, Then the sampler was driven an additional 12 inches by a 140-pound hammer falling 30 inches. The .number of blows required to produce the 12 inches of penetration is recorded as the sumdarcl penetration test value (N). These values are plotted on the left side of the Soil Profiles that appElar in the Appendix of this report. Sampling performed in the upper ten feet utilized a 24 inch long splitspoon, The sampler was driven 24 inches and the blows required to drive the sampler the middle six-inch increments were recorded as 12/06/06 WED 18:02 FAX 727 867 9455 WillinghamCompanies ~007 4'''' . i' I' ~ , . I., .. '. . '1 Zephyrhllls Pro....ionlll Center Site Pasco County, Florida GDE Job No. 05-432 Page 3 the N-value, Through this technique, the upper ten feet of the soil was sampled continuously. Detailed descriptions of the soils encountered during the SPT borings are presented in the Soil Profiles (Fig:3). Soil Sample Handling and Classification The soil samples obtained during the SPT borings were placed in sealed containers to retain moisture and returned to our laboratory, The samples were then reviewed by our project staff to confirm 1:;lassifications, visually estimate the relative percentages of the soil's constituents (sand, clay, etc,), and identify pertinent structural features. The stratification lines shown on the boring records represent our interpretation of approximate boundaries between soil types. The transition between strata may be !~radual. Our classifications are based on a visual estimation of the soil properties and our engineering experience with the soils found in this geologic area. Results Subsurface Conditions Soil Borings The borings generally encountered clean, silty, slightly clayey to clayey sands to an approximate depth of 25 feet below existing grade. Please note that the SPT -N values are presented adjacent to the soil profiles on Figure 3. The correlation of the SPT-N values with relative density, unconfined compressive strength and consistency are provided in the following table: CoarseoGrained Solis Fine Grained Solis Penetration Resistance N Penetration Unconftned (bIowsIft) Relative Density of Send Resistance N CcHr'PIlISSive Strength Consistancy of IblowsJftl of Clav Itonslfl21 Clav 0-4 Very Loose <2 <0.25 Very Soft 4-10 Loose 2-4 0.25-0,50 Soft 10-30 Medium-Dense 4-8 0.50-1,00 Medium 30-50 Dense 8-15 1,00-2.00 Stiff >50 Very Dense 15-30 2.00-4.00 Very Stiff >30 >4,00 Hard c Groundwater Groundwater was encountered at approximate depths of 9 to 10 feet below ground surface in the soil test borings that were performed iO August of 2005. Based on our petst site experience, the results of our investigation and review of the SCS soil survey, it is our llpinion that the seasonal high groundwater table will be encountered approximately 7 feet below e):isting ground surface across the site. Surveyed elevations were not available at the time of this repclrt. Significant fluctuations in the groundwater levels should be expectl:td due to seasonal variations in rainfall, runoff, and other site-specific factors. Laboratory Testing Our field representative sealed and returned the soil samples to the GDE commercial where a geotechnical engineer further examined them. We visually classified the soils according to the Unified Soil Classification System (ASTM D 2487). The resulting soli descriptions are shown on the attached drafted Soil Profiles (Figure 3), 121'06/06 WED 18:03 FAX 727 867 9455 WillinghamCompanies ~008 ..-.. ., I' ; I . , "'"" ,II. .. . ~ Zephyrhllls professional Center Site Pasco County, Florida ODE Job No, 05-432 Page' SUBSURFACE ANALYSIS Foundation Analysis Based on all the borings performed at the site, the primary soil related factor affecting the performance l)f shallow foundations for the proposed structures is the potential totnl and differential settlement due to the relatively loose sands encountered at and near ground surface. Due to the sandy nature of the near-surface soils, these settlements should occur with the application of load (either fill or structural), Foundation Recommendations Provided estimated settlements are within the structural tolerance, (X)nventional shallow foundation systems consisting of perimeter wall footings and isolated pad footings should provide adequate support for the proposed structure, assuming the complete removal of all surface organic materials, proper subgrade preparation, and proper fill placement, as described later. Based on the SPT RN" values obtained from the soil borings, a net allowable soil bearing pressure of 2,000 psf (in excess of overburden) is estimated for the existing shallow soils found over the site and for structural fill as described in this report. This bearing pressure estimate is based on the complete removal of all surface organic materials, the removal of organic materials beneath footings, and the filling and recompacting described later in this report. Settlements for the proposed structures and the anticipated fill, based on a bearing capacity of 2,000 psf. are estimated to be about 1-inch total. As discussed previously. due to the sandy nature of the materials, these settlements should occur as the loads are applied, A minimum footing width of 24 inches and a minimum depth of embedment of 18 inches should be used for footing design for all structures. RECOMMENDATIONS AND CONCLUSIONS Site Stripping Prior to any construction, the site must be properly prepared. To prepare the site for construction, all existing topsoil, muck, debris, vegetation, and large roots down to finger-size should be removed including a 5-foot margin. The resulting excavations should be backfilled with soils as discussed in the structural fill section of this report. Proofrolling Following site stripping and any related excavation activity, and prior to any fill placement, proofrolling should be performed. We recommend using a vibratory roller having a static weight of at least ten tons. Compaction of the fill materials should continue until the roller has made at least ten passes over all areas of the site and the soils appear to be relatively firm and unyielding. Half of the roller passes should be perpendicular to the direction of travel of the other passes. Proofrolling should be closely monitored by our engineering technician to observe for unusual deflection of the soils beneath the compacting equipment. If unusual or excessive deflection is obsE:rved, then the areas should be undercut to firm soils and backfilled with structural fill placed In maximum one-foot thick lifts. Backfill soils should be of the same composition and be compacted to the same criteria as structural fill soils. Structural Fill Definition Soil used for structural fill can be defined as clean fine sand containing less than twelve percent material by weight that is finer than a number 200 sieve (fines) (matelial conforming to SP to SP-SM in 12t06/06 WED 18:04 FAX 727 867 9455 WillinghamCompanies ~009 .tilll~ .. . ZIlphyrhllls Profeuional C.n.... Site Puco County, Florida GDE Job No, 05-432 PIIg. 5 the Unified Soils Classification System) and less than 5 percent organics by weight. However, material containing up to 35 percent fines (materials conforming to SC or SM in the Unified Soil Classification System) may be utilized as structural fill, if their plasticity index is less than 30, and the working subgrade is at least 2 feet above water or groundwater level. If fill material with higher fines content is used (< 35 percent fines), thEl materials will require the use of compaction equipment designed for clayey soils. This includes a sheeps foot or vibratory pad foot roller. In addition, a disk could be required to assist with drying the clayey soils in order to place them at or near their optimum moisture content. These materials must be placed at a 6-inch thick maximum lift so that they can be effectively compacted with a vibratory pad foot roller, Soil Suitabilitv Based on our test boring results (Figure 3), in general, the soil materials encountered in the borings to approximate depths of 4 to 8 feet should be satisfactory as a source of structural fill (if necessary). Stratum 1 soils can be utilized as fill, excluding any organic (relet) or debris (trash) material. Note: Pasco County requires that ponds bottoms be excavated no closer than wlthin10-feet of the limestone layer. Placement Fill should be placed in lifts not to exceed one foot thick. The fill material should be compacted to at least 95 percent of its modified Proctor maximum dry density (ASTM 0-1557), Confined areas, such as utility trenches, should be compacted with manually operated vibratory compaction equipment. Pavement Recommendations We have not been provided with traffic distribution or frequency, nor have we performed Limerock Bearing Ratio (LBR) testing on the subgrade soils. We have assumed that a 20-year pavement life is desired, and that the coefficient of terminal serviceability is 2.5. Further assumptions are that the in- place solis, when compacted to at least 95 percent of their modified Proctor maximum dry density will exhibit a minimum LBR value of 15, and that the total number of equivalent 18-kip axle loads will be less than 100,000. Based on these assumptions, we recommend the following asphaltic concrete pavement section: 'Section .Descri tion Thickness in Surface Course Type 5-1 or 5-3 Asphaltic Concrete with minimum Marshall stability of HOD Ibs, 1.5 Com cted to at least 95 rcent of the maximum laborato Marshall dans' . Base Course Limerock having a minimum LBR of 1 DO and compacted to at least 98 per.::ent of its modified Proctor maximum dry density (A5TM 0-1557), If the bottom of the base! will be within 18 6 inches of the seasonal high groundwater level, then a moisture tolElrant base will be re ulred, such as shell crushed concrete or soli cemenL Subbase Stabilized~ to a minimum LBR of 40 and compacted to at least 95 percent of the modified 6 proctor maximum d densi ASTM 0-1557. .Requires blending either shell or limeRIck with in-place surficial sand, Typical composite samples of subbese al'8 comprised of 50% in-place sand and 50% imported material (Iimerock or shell). The previously recommended pavement section was developed using design guidelines published by the Florida Department of Transportation, Division of Road Operations. We recommend that methods and materials used for pavement construction conform to applicable sections of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 1999 Edition. We further recommend that LBR tests be performed on the on-site soils prior to bidding the project to confirm that an LBR of 15 is available and to determine the appropriate volume of shell or Iimerock that 12/-Q6/06 WED 18:05 FAX 727 867 9455 WillinghamCompanies ~010 $..t'I'~- '_. ,II- ... 41. ': Zephyrhllls profH81onal Center Site P..co County, Florida ODE Job No. O~ Page 6 must be added to the subgrade soils to produce an LBR of 40. DElpending on this test result, the previous recommendations may have to be modified. TESTING AND MONITORING Construction monitoring and testing are essential to proper site construction and performance. Gompliance with the recommended construction specification for compaction and soil types must be verified by our engineering technician familiar with the project construction. Observation of site I>reparation work is an integral part of the engineering recommenclations contained in this report, Density tests should be performed for each lift of structural fill placed and per Pasco County Specifications. LIMITATIONS This report has been prepared for the exclusive use of Willingham Architecture, PA for the specific application to the project previously discussed. Our conclusions and recommendations have been Irendered using generally accepted standards of geotechnical enginee.ring geology practice in the state iOf Florida. No other warranty is expressed or implied. Our conclusions and recommendations are based on the design information furnished to us, the data obtained from the previously described subsurface exploration, and our experience. They do not reflect variations in the subsurface conditions that are likely to exist in the region of our borings and in unexplored areas of the site. These variations are due to the inherent variability of the subsurface conditions in this geologic region. Should variations become appamnt during construction, it will be necessary to re-evaluate our conclusions and recommendations bas.~d upon our on-site observations of the conditions. The site is underlain by limestone bedrock that is susceptible to dissolution and the subsequent development of karst features such as voids and sinkholes in the natut"al soil overburden. Construction in a sinkhole prone area is therefore accompanied by some risk that internal soil erosion and ground subsidence could affect new structures in the future. It is not possible to investigate or design to completely eliminate the possibility of future sinkhole related problems. In any event, the Owner must understand and accept this risk. The scope of our services does not include any environmental assefisments or investigations for the possible presence of hazardous or toxic materials in the soil, groundwater or surface water within or in the general vicinity of the site studied. Any statements made in this mport or shown on the test boring logs regarding unusual subsurface conditions and/or composition. odor, staining. origin or other characteristics of the surface and/or subsurface materials are strictly for the information of our client and mayor may not be indicative of an environmental problem, If changes are made in the overall design or the location of the proposed facilities, or if the finish grades differ from those discussed herein, the recommendations presented in this report must not be considered valid unless the changes are reviewed by our firm and recommendations modified or verified in writing, We should be given the opportunity to review the fc)undation plan. grading plan and the applicable portions of the project specifications when the design is finalized. This review will allow us to check whether these documents are consistent with the intent of our recommendations. lU06/06 WED 18:06 FAX 727 867 9455 WillinghamCompanies ~01l .' .. 'I _-. 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J . ,-,Ze~lrhln$,j \CF~cc;';!'1", "..j(d . .... .' ..... .. .... .~. .<,,:~; .il}~,\~;.. . ... ";;/~!. ...~, ~.'f.~:;"'i;~, : .. .. :'., i . .;;-,...~.." "'.:' 1~'.5-;;4' ..: f ' "'-'" " ''''-'.-"'':' 'Q~ . .... j;i .j' (.'8." '.,.1" /',~r,",- '1. 54' , " . r \'T-"-'-~~ ".- .....,. PROJECT LOCA TION PLAN ZEPHYRHILLS l:n::)nC-=Q~lntdAI ~~NT~~ VARI Construction Services, Inc. www.variconstruction.com 23110 State Road 54 #106 Lutz, Florida 33549 (813) 973-2657 Fax (813) 991-5128 Quality, Integrity & Customer Satisfaction January 27,2007 uP' DO ~'QoV' ~, _ 1.:/~.br1 tf f"'- "I \i9' William Burgess City of Zephyrhills Building Department Re: Daughtery Road Professional Center Permit Numbers 6333, 6334, 6335 and 6336, Mr. Burgess: Vari Construction Services Inc. will be changing the Electrical Contractor on the above referenced project from Advanced Electrical of Pasco to C & C Electric. Thank you for your assistance with this matter. ~~ Francis J Vari President CG- C059192 STATE OF FLORIDA: COUNTY OF PASCO: THE FOREGOING was sworn before me this 27th day of January, 2007 by Francis J, Vari III, who is personally known to me. c5 ~ N tary Public I':J\. LaurI E. ",..,.. . ~ j My Commlaslon 00242811 ~...~ Expires AugU8t 21. 2007 'BO!UO OJ UJllleJ Y WJOI MOlla~ u6!s OJ 'Jda(] BO!^JBS Jlij&M 'Jdea BO!I\JaS JBJ8M OJ SWJOI MOti9^ Y )fU!d PtJllS 'SllW!J 1111 III BO!UO U! WJol 9l!4M u!llJ9l:J ... 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