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HomeMy WebLinkAbout18-20474 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20474 BUILDING PERMIT i PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20474 t Address: 3905 CORREIA DR Permit Type: COMMERCIAL ZEPHYRHILLS, FL. Class of Work: NEW CONST/COMM Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: PARK PLACE CENTER Est.Value: Parcel Number: 19-26-22-0010-00000-0070 Improv. Cost: 49,000.00 OWNER'INFORMATION Date Issued: 11/20/2018 Name: CHANCEY PARTNERS LLC Total Fees: 15,773.72 Z Address: 34851 STATE ROAD 54 Amount Paid: ��7��e� Z ZEPHYRHILLS FL 33541-2129 Date Paid: 11/20/2018 Phone: 813-997-0636 Work Desc: CONSTRUCT BUILD OUT SOCCER FIELD METAL BUILDING 10,000 SQ FT CONTRACTORS APPLICATION FEES' SUNSTATE ALUMINUMN INC BUILDING FEE 607.50 FIRST CLASS ELECTRIC INC SEWER CONNECTION COMMERCIAL 2,941.73 HARRIS SERVICES UNLIMITED WATER CONNECTION COMMERCIAL 794.63 BAHR'S PROPANE GAS &A/C, INC. WATER METER RES 3/4" 473.78 FIRE PLAN REVIEW FEES 300.00 TRAFFIC IMPACT FEE 99% 10,543.50 TRAFFIC IMPACT FEE 1% 106.50 PUBLIC FEE 1% 6.08 I Ins ections Required F OTER 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit; there maybe 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. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED. INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM'WEATHER PASCO COUNTY, FLORIDA Permit No. ZO Date Permitted 11-2e— Builder Name/Owner Name ll t/y1rkCtA l Control# County Parcel No. i'.4 2b..22 -.b01 O..OOOW-OD 7a SubDiv: @'e Pi!42Ea4 Address/Location 3905 CD rrei 0. Zw- Classification/Type off Use 1A L �i`il0i ( vn ereia.L TRANSPORTATION;1IMPACT FEE Rate: Sq.Ft Unit: (0,60? Exempt Yes No How Determined Impact Fee Amount $.-��,(o,50 Zone No. TAZ: SCHOOL IMPACT FEE Account (056) Single-Family Detached House Amount $ (057) Mobile Home (058) Other Residential 123) Collection Fee Exempt Yes No How Determined PARKS AND RECREATION FEE Land Account Land Credit Land Total Recreation Account, Recreation Credit Recreation Total Zone TOTAL AMOUNT Exempt ❑Yes No How Determined i LIBRARY FEE Land Account I Land Credit Land Total Facility Account Facility Credit Facility Total i Exempt Yes No How Determined Total Amount I RESOURCE FEE 1 ERU TOTAL AMOUNT I Prepared By , Checked By NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED OR FINAL INSPECTION PERFORMED UNTIL THE TOTAL AMOUNTS LISTED HAVE BEEN PAID AND RECEIPTED FOR BY A CENTRAL PERMITTING.OFFICE OF PASCO COUNTY Acknowledgement below does not imply acceptance of concurrence,but simply receipt of a copy of this form,placing the building permit owner on notice of this assessment and the conditions of payment for same. DATE RECEIVED BY RECEIPT NO. DATE BY i I Sunstate Aluminumn-Shell 20,000 sq ft-Metal Building o umn Es SO. FEET PRICE MAIN OR LIVING: 20,000 $ 45.00 F2 VB OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - i VALUATION $ 900,000.00 FEE SHEET $ 4,640.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 4,705.80 ELECTRICAL: $ 1,021.50 PLUMBING: $ 681.00 MECHANICAL: SUB-TOTAL $ 6,408.30 PUBLIC FEE 1% $ 64.08 TOTAL $ 6,472.38 SEWER: at B/O WATER: at B/O IRRIGATION: $ - TOTAL: $ WATER METER: at B/O IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: at B/O INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE $ 3,260.b0 FIRE $ 3,500.00 5% $ 338.00 TOTAL: $ ! 7,098.00 SUB-TOTAL $ 13,570.38 PARK IMPACT FEES na SIF'S: n/a 100.0% $ - 1.0% $ - TOTAL: $ - T I F'S: at B/O 99% $ - 1% $ - TOTAL: $ ' 13,570.38 CITY OF / / BUILDING ZEPHYRHILLS DEPARTMENT ' OF ADDITION OR CORRECTION D • NOT REMOVE ADDRESS DATE PERMIT f 5, 6_ _t2_ l (illa Zc) 7 L THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job will be accepted. P& L It is unlawful for any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL cover or cause to be covered,any part of the work with flooring,lath,earth 780-0020 FOR RE-INSPECTION or other material,until the proper inspector has had ample time to approve the installation. OFFICE HOURS 7:30 AM-5 PM MON.-FRI. INSPECTOR Sunstate Aluminum-metal building shell 10,000 sq ft i Column Es SQ. FEET PRICE MAIN OR LIVING: 10,000 $ 65.44 type VB OTHER AREA UNDER ROOF: - $ 88.00 I OTHER: - $ - VALUATION $ ' 654,400.00 FEE SHEET $ 3,315.00 ADDRESS $ 30.00 DRIVEWAY $ 45.00 BUILDING: $ 3,456.30 ELECTRICAL: $ 745.88 PLUMBING: $ 497.25 MECHANICAL: $ 348.08 SUB-TOTAL $ 5,047.50 /��� TOTAL $ 5,047.50 SEWER: n/a WATER: n/a -col IRRIGATION: $ - �� TOTAL: $ - WATER METER: n/a IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: $ '500.00 J� INSPECTION TOTAL: D PERMIT TOTAL TOTAL: $ 000.00 PUBLIC SAFETY IMPACT FEES POLICE $ 1,650.00 FIRE $ , 1,730.00 5% $ 169.00 TOTAL: $ 3,549.00 SUB-TOTAL $ 8,896.50 PARK IMPACT FEES na SIF'S: na 100.0% $ - 1.0% $ - TOTAL: $ - '��`� T I F'S: at b/out 7 99% $ - e- CDC TOTAL: $ 8,896.50 Shell 7;oIumwB- SQ. FEET PRICE MAIN OR LIVING: 10,000 $ 65.44 Type VB OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ VALUATION $ 654,400.00 FEE SHEET $ 3,315.00 ADDRESS $ 40.00 DRIVEWAY $ 40.00 BUILDING: $ 3,461.30 ELECTRICAL: $ 745.88 PLUMBING: $ 497.25 MECHANICAL: $ 348.08 SUB-TOTAL $ 5,052.50 Public Fee 1% $ � 5. TOTAL $ 5,103.03 SEWER: $ 2,4491ffi3- WATER: $ 4!63t IRRIGATION: $ - TOTAL: $ %W, 613631 1 WATER METER: $ 73.7 IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: $ 0u01 INSPECTION TOTAL: $ VO.00 PERMIT TOTAL $ _001 TOTAL: $ #00T00' y PUBLIC SAFETY IMPACT FEES POLI $ 1,660.00 FIRE $ ,ram 1,730.00 5% $ 169.00 TOTAL $ 49.00 SUB-TOTAL $ 12,812.17 PARK IMPACT FEES SIF'S: 100.0% $ - 1.0% $ - TOTAL: $ - T I F'S: $ O�f5A,00 99% $ 1% $ 1g6.50- TOTAL: $ 23,462.17 Build out o umn SQ. FEET PRICE MAIN OR LIVING: 10,000 Type VB OTHER AREA UNDER ROOF: - OTHER: - $ - VALUATION FEE SHEET ADDRESS DRIVEWAY BUILDING: $ C142T50'>r ELECTRICAL: $ 120900- - PLUMBING: $ FOb:00 MECHANICAL: $ 2,0600n SUB-TOTAL $ 60�7:50y'' Public Fee 1% - TOTAL $ 607.50 SEWER: WATER: IRRIGATION: $ - TOTAL: $ - WATER METER: IRRIGATION METER $ - FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ - PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: $ - SUB-TOTAL $ 607.50 PARK IMPACT FEES SIF'S: 100.0% $ - 1.0% $ - TOTAL: $ - TIF'S: 99% $ - 1% $ - TOTAL: $ 607.50 ZEPHYRHILLS FIRE -®EP�iRTIi�ENT 38410 6th'Ave Zephyrhills,- FL 33542 FIRE SERVICE USER FEES increase 1/1/2018 Occupancy,N®::. . Plan No:: _ Contractor.; : . . . . . Business Name:: Billing Address: Business Address:. : : . Business Phone No.: Billing Phone No.: Business Fax=No;: Billing Fax,No'; :Contact: . Contact:: PLAN REVIEW.FEES INSPECTION,FEES PERMIT FEE Annual-. Education,healthcare;De. teritioh&Correctional ' Public Assembly,Business, : ' schools; . . . . Storage,Mercantile and Churches N/C ustrial: no'charge Sprinkler, $50. Multi-Family/Commercial: : ;03 sf up o 800 sq,ft $ .24,.00 Standpipes $50 Min' 801.;1,500 sq ft $ 34.52 Fire Pump $50: Plan Revisions DBL. T,501-2,500 sq ft. $: '60.02 2,501-3;500 sq ft $ 90.02 Fire' arm�50 SPRINKLER SYSTEMS: 3,501: 000 sq ft $ 127;52 LP Gas 0-25 Heads $50 5,501-7 50 .s 187.52 Natural Gas . ° $50: 26 plus Heads $ 7;501,10;000 sq ft' y ' 62.52:�. Fuel Tanks; per.tank $50 ff STANDPIPE.SYSTEM. 15-000 s ft Sparklers $1.00 Per.Riset' $50 15,001-20,000 sq ft $•' 525:02' Fire-Works $500 . :FIRE PUMP 20,001'-36,000 sq'ftr. $ -7%02 Camp,Fire(eecreation'. $25, Per Pump $100 30;001-40,000 sq ft . $ 1,050;02 Controlled Bum(15da;-$100 40,001=66,000 sq ft $ 1,500.02 . . Hood/Duct.' $50 (:::60 -25-Devices $50 0,001-80,000 sq ft $ 2;100:02 Place of Assembly $50 Annual, 80,00:1=($2,1.00.02)per . 26 plus Devices" $100 ea add 1',000sq ft $ 0.06 Fire Protection $25 SUPPRESSION SYSTEMS (Business,closed Until, Flammable Application $50 annual Wet $50 violations corrected) Waste Tire.Storage. $50 '.Annusl Dry. $50 SPRINKLER'SYSTEMS Generator<:KW• $100 CO2 $50 Hydro undergrounds $45 . . Generator:30b kw. $100 Other $50. ' Hydrostatic Test $65. Per system Bio-Hazard Waste $100 Annual KITCHEN.EXHAUST Acceptance Test. $45 per system Funtigation:Tenting ,$50 E] Hood/Ducts $50 Hydrant Flow $75 Torch Pot/Applied '$50 OTHER Haz.Materials $50 annual BLP Installation:per tank $5, : FIRE ALARM SYSTEM .Fuel Tank Installation $ System°Acceptance . (P&Tank) $50' nce : $50.. .. .❑Natura'Gas Installation $50_ 'OTHER (Per SyStern) Fire Wall/Smoke Wall $15 per wall Spray Booth : $50 LP Gas $25 , per tank Natural Gas $25 per system. Tent 10'x10'or.greater '$15 •per tent, Fire Pump . . $45: Fire,Suppression $30, System --Acceptance Exhaust Hood/Duct $30, Re-inspection DBL (otherthamannual); . Inspection scheduled. . . DBL: .•. and cancelled,less than - 24.hours H'Cofistructi.on:Insp. N/C Emergency Vehicle Acce• . $50 PLANS TOTAL- "I Ob, INSPECTION TOTAL PERMIT.TOTAL ' GRAND.TO Comments: Date/ ,- .- Inspector:.. see back. mn. . . . . . .FALSE'ALARM'FEE 1st Alarm N/C is 2nd Alarm' N/C . 3rd Alarm. N/C- I 4th Alarm $100 " l 5th Alarm $150 6th'Alarm. $200 NON COMPLIANCE $150 Cont.-Annual Inspection Fees 3-11.Units price per unit $ " " :5.36 �. 12-25 Units.price"per unit $ 4.82_ 26-50 Units price per unit. $. 4.29 . . 51-100 Units price per unit $ 3.75 100 or more•Units price per unit" .$ 2.68 Fire Safety.re-inspection types First Re-inspection" N/C' Second reinspect $75 Third re-ihspectior:$, 125.00 " Inspection scheduled but cancelled 24.hrs_ $. 50.00 I I . I I i ".TOTAL. . " i . i nm 813-780-0020 City Of ZephyrhiiiS Permit Application Fax-813-780-0021 Building Department 4 Date Received Phone Contact for Permitting — Owner's Name �►7 Owner Phone Number. Owner's Address Owner Phone Number F � Fee Simple Titleholder Name Owner Phone Number Fee Simple'Titleholder Address JOB ADDRESS LOT#. SUBDIVISION .PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT SIGN Q:_ 0 DEMOLISH e !t�lSTALL 8 REPAIR PROPOSED USE Q SFR 0 COMM OTHER TYPE OF CONSTRUCTION BLOCK 0 FRAME STEEL Q DESCRIPTION OF WORKtc.J1 -^ V BUILDINGISIZE L7 SO FOOTAGE I--L�`�+_J' HEIGHT BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ � � AMP SERVICE PROGRESS ENERGY 0 W.R.E.C. OPLUMBING $ wO szl =MECHANICAL $ O � VALUATION OF MECHANICAL INSTALLATION =GAS Q ROOFING 0 SPECIALTY OTHER FINISHEDIFLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER?. COMPANY SIGNAT REGISTERED Y/ N FEE CURREE Address License# d t ELECTRICIAN ( COMPANY 1 �S SIGNATURE REGISTERED Y/ N -.: FEE CURREN Y/N. Address License PLUMBER r COMPANY SIGNATURE REGISTERED Y/ N. FEE CURRE YIN" AddrT®ss - License#''�� MECHANICAL COMPANY ' SIGNATURE:f. REGISTERED Y/ N FEE CURREA'' t f ^� .Address License OTHER, d COMPANY. SIGNATURE -REGISTERED Y/ N FEE CURREN. 'Y/;N Address License# ' RESIDENTIAL` Attactr:{2);Plot'Plaris;{2)'Sets of•Building'Plans;(1)'set of'EneIrgy Forms;'R=0-W'Permit for new construction, Minimum.ten'(10)working days after submittal date:=Required onsite;Construction Plans,Stormwate_r Plans.w/Silt Fence installed, Sanitary Facilities&.1 dumpster;Site Work Permit for subdivisions/large projects _ COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-0-W Permit for new construction. Minimum ten(10)-working,days.after-submittal.date;',Requlred'onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,- Sanitary Facilities'&1 dumpster.-Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. - ***'PROPERTY SURVEY required,for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign..back of application,notarized If over$2500,a Notice of Commencement Is required. (A!C upgrades over$7500) Agent(for the contractor)or.Power of Attorney(for the owner)would-be someone with notarized letter from owner authorizing same 'OVER-THE COUNTER PERM17 T_ING (copy of contract required) Reroofs if shingles Sewers Service-Upgrpd@s;A/,C Fences(Plot/Survey/Footage) Driveways-Not over Counter If on public roadways..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 reg6�,lations. The undersigned assumes responsibility for compliance with any ., applicable deed-restrictaris: UNLICENSED .CONTRACTOR_S:,AND:.CONTRACTOR RESPONSIBILITIES: If,the..owner.has..hired a contractor or contractors to uridertake work; they may be required to-be licensed•in accordance with.state and.local;regulations:'"If contractor is not licensed as required.:by-_iaw;,,both,.the owner and contractor-may..be cited for -local violation under state law. If,the owner or,Intended contractor are uncertain.as to,whaf.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 al contractor or'contractors,,he is advised to--have-the contractors) 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 permittingt privileges-.in Pasco County. TRANSPORTATION'iMPACTIUTiLITiES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands—_ that Transportation Impacf Pe'es'and Recoursef Recovery Fees may apply to the construction of neWbuildings, change.taf use in existing buildings, or expansion of existing,buildings,'asspecified 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 tirrie,of permitting. It-'Is further understood that.Transportation Impact Fees and Resource Recovery Fees must be paid prior to s receiving,a "certificate of occupancy" or final power release. If the project does not,invalye a certificate of occupancy or, final.power release,.,the fees must be paid:prior to.permit,issuance. .Furthermore, if Pasco County Water/Sewer]m,pact i fees are due;they must be paid prior to:permit'issuance in accordance with applicable.Pasco County ordinances. CONSTRUCTION-LIEN LAW(Chapter 713, Fi!orida.Statutes,as amended): If valuation of work is$2;500 00 or?More; I; certify that 1, the applicant, have been provided with a copy,of the."Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida'DepI rtment of Agriculture and Consumer•Affaies. if the applicant,is someone . other than the"owner", I certify that I have obtained a copy.of.the:above described document and prorhise: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 Taws 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 installationl has commenced prior to-issuance of 44 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,( understand that the regulations ofii,other government agencies may apply tothe•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, Wetland.Areas and Environmentally Sensitive Lands,Water/WastewaterTreatment. ! Southwest Florida Water Management District-Wells, Cypress -Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic-Tanks: US Environmental Protection Agency-Asbestos abatement. F Federal Aviation.Authority-Runways. I understand that.the:following�resthdons apply to the use of fill: Use of fill•is not'allowed in Flood Zone W" 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 yolume"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.fif1 material,is to be.'used in any area, 1 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 maybe 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.,corikructio . 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:penod 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' WARNING TO OWNER: YOUR~FAILURE TO RECORD A NOTICE.,OF COMMENCEMENT.MAY RESULT IN YOUR '{ PAYING TWICE FOR,IMPROVEMENTS TO YOUR PROPERTY. IF-YOU INTEND•TO.OBTAIWFINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY,4EFORE RECORDINGYOUR.NOTiCE:OF COMMENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and swom to(or affirmed)before me'this Subscribed and sworn to.(oraffirmed)before me this by by Who islare personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. I as identification. Notary Public Notary Public Commission No. Commission No: P Name of Notary typed,printed or stamped Name of Notary typed,printed'or stamped err . o ICOfliUfl City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: c�f l,l� , AWYA Date Received: . Site: (�J'1 cAf r-ej R Permit Type: & L\�� � Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. NOV 0 61010 Ge a Fire Safety Officer Date Contractor and/or Homeowner ,� = (Required when comments are present) . �LV I.Loialun City of Zephyrhills ` BUILDING PLAN REVIEW COMMENTS Contractor e ���A-54010&rn 1� 1 /Hom owner: � Date Received: D ( �- Up Site: Permit Type: Approved Who comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. �I Nov KalviV Switzer!Pl s Examiner Date Contractor and/or Homeowner (Required when comments are present) IIIIIIIITII II II111�1111� 2018169876 Permit No. Parcel ID No\ ` 6 Oa+ 0o l J mooa v NOTICE OF COMMENCEMENT State of nr 1 County of PC6 U-1 THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following Information Is provided In this Notice of Commencement: 1. Description of Property:Parcel Identification No. 19 -2,(�—=- CAIO Q3TaC,'rhL'% 00 Street Address: ?RINS C r-% A max ng-Tm gay,Ack, ►T.�,�� 2. General Description of Improvement ,*XmaAL-!K\-_o \I 3. Owner Information or Lessee Information if the Lessee contracted for the Improvement: '� `� dress City State Interest in Property: Name of Fee Simple Titleholder. Of different from Owner listed above) Address City State 4. Contraclo ame -2�-city' �`� S in- Address g State Contractor's Telephone No.: S. Surety. Name I�.• � � C T *{ Wo c Address City Stale q Amount of Bond:S Telephone No.: ,® °' co, 6. Lender. ® o Name ► Address City State '� • A� Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by * {� Section 713.13(1)(a)(7),Florida Statutes: Name < C -11 fCfl to D r' Du� In Address City 3Wle (/1 fll Z -i 0 O0O --n Telephone Number of Designated Person: ;17 (7 n "1`d 8. In addition to himself,the owner designates of_ 0 0 r" to receive a copy of the Uenor s Notice as provided In Section 713.13(1)(b),Florida da Statutes. z -nTelephone Number of Person or Entity Designated by Owner. - n p W 0 G C) r_ --A _> 9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the 0 0 D t contractor,but will be one year from the date of recording unless a different date Is specified): Q -� 0 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT O m `( ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN 0RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR p fy7l RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.PROPERTY.IF YOU INTEND TO OBTAIN FINANCING.EMENT MUST BE _ANC NG.CONSULT n X T -Tt WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 0 =O Under penalty of pedury,I declare that 1 have read the foregoing notice of commencet nnd that The fads stated therein are true to the best Z rn Rl -n of my knowledge and beget in -1 p O -V STATE OF FLORIDA C ; N D O _ > COUNTY OF PASCO O -{ O C Z C7 SI n essee,or Owner's or Lessee's Authorized r�/= -n9 cn '� 0 /¢i(ector/P er/Manager r fn .-_(/) -11 fT1 Signatory's lltle/Offloe The foregoing Instrument was admowied�ore me s day of&7' .20)j,by as f�A7A E aA (type of authority,e.g.,officer,trustee,attorney In fad)for (nam of party on behaff of whom lnstrumenL,was executed). Personally KnownWo Produced Identification[I Notary Si . Type of Identification Produced Name(Print) 2 E d St"FlDEN K OEL.COTTO �YV P NIWYFF 1do ' -J P n x1uN reuaURl tltlmOxltpeD!I� A�ti;'. M CodAitmry b/ion jYn8 69 i{au tger r fn1pg wldrE'WWo9"�116- rl� N +l ?a_ E wpdata/bcs/noticecommencement`c053048 apt:1995�8� eC: PRULf7 S•e NEIt'Ph—p.PiiSZ�ELER1�B�dF1�TRLLCE1t DS: 0.00 IT: 0.00 �10/05/201�79Q m PG 3424 10/05/2018-E. M., Dpty Clerk I OR BK vv D.W. Smith, M.S.P.E. #53608 Projects Consulting Engineer 9909 Wallaston Drive Dade City,Florida 33525 Phone/Text: (813)469-2289 Email: dwsflae(i0arthlink.net June 5, 2019 To: Whom it may Concern City of Zephyrhills Building Department 5335 8th Street Zephyrhills,Florida 33542 REF: Permit#: 80' x 125' x24' eve 10,000 sq ft Steel Building Shell only Address: 3905 Correia Drive Zephyrhills,Florida 33540 This letter is to certify that all structural steel framing components, connections and fasteners of the all steel building related to permit # 2-0 4`1 �p have been inspected and found to be installed in agreement with my approved sealed plans and specifications. I further state that all field welding was, to the best of my knowledge— based on the quality of the welds, performed by certified welders and the welded connections are in compliance with AWS Standards. Tightening torques for bolts used in this structure were found to be in agreement with following specifications. A307 grade bolts used @ purlins, laps & girts tightening torque=45 ft lbs 1/Z" A325 grade bolts used @columns tightening torque=100 ft lbs 5/8"A325 grade bolts used @end wall rafters tightening torque= 145 ft lbs %" anchor bolt nuts (Tyson or Simpson tightening torque =105 ft lbs f C t If you have an questi �` Uii9 ',ct me at any of the above numbers. espectfu11VI % �` W �. 608 s = '. STATE OF, David W. Smith p.e. - : ,c 3905 Coreia Dr-Build,Out-10,000 sq ft Column SQ.FEET PRICE MAIN OR LIVING: 10,000 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ - FEE SHEET ADDRESS DRIVEWAY BUILDING: $ 172.50 ELECTRICAL: $ 120.00 PLUMBING: $ 105.00 MECHANICAL: $ 210.00 SUB-TOTAL $ ! 607.50 1%Public Fee $ 6.08 TOTAL $ 613.58 _ SEWER: $ 2,941.73 WATER: $ 794.63 IRRIGATION: $ - TOTAL: $ 3,736.36 WATER METER: $ 1 473.78 IRRIGATION METER $ - FIRE DEPARTMENT FEES. PLANS TOTAL: $ 300.00 INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ 300.00 PUBLIC SAFETY IMPACT FEES POLICE FIRE 5% $ - TOTAL: $ - SUB-TOTAL $ 5,123.72 2,2-, 0-6 PARK IMPACT FEES `2 �/J�~ SIF'S: 100.0% $ 1.0% $ - TOTAL: $ 1 - 2-1 , T 1 F'S: $ 10,650.00 ..5, 99% $ 10,543.50 a 1% $ 106.50 TOTAL: $ 15,773.72 l �I 3905 Correia dr bp#20474—City of Zephyrhills Support Page I of 1 Your request was successfully submitted. x TM FATH0M , Requests City of Zephyrhills Support > My activities 3905 Correia dr bp#20474 Ticket details Jacqueline Boges a few seconds ago service for 3905 correia dr bp#20474 Add to conversation Mark as solved City of Zephyrhills Support 2E Powered by Zendesk https://zephyrhillsfl.zendesk.com/hc/en-us/requests/251643 11/20/2018 ALL WORK SMALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DW9�2018 CITY OF ZEPHYRHI PLAN EXAMINER 'r'-�6w u� I'D C-�' Ln 0 - To (N CJ1 W ' V Z rr rr C A ^ _U 0 GO F7 r— M D �m 0 O �� D m r— G-) cn r �nF7 O C� �7 O m Z ;;c U) r— O L -0 ;13O _' _U � (n K —I N 0 \ -u-0MOZ 0 — (3) m m rT7 Z r .. \ r K00 r N W OX \ ;vND_ O N0Z ' •- .. 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II II II II II II � II a� n� no =C 50rn o o z o M rri V) a Co LO � ZZ rnz �o C) o r a �C) Lo �r _rn m a Z 0c��n ° �`� _ Cc)=o M r Z Z a'i Z � y x z n 0 oc0 0 0o CT 0m En 14 Q V) p M �T V N N I'1 9 P.O. BOX 4444 In FRONTIER N C___4 PH: (813) 251-0169 M 8 TAMPA, FL 33677 7 FAX: (813) 251 0179 I MENGINEERING, 6 COMMERCIAL • MUNICIPAL• RESIDENTIAL S T. P E TE R S B U R G TAMPA frontierengineering@yohoo.com OD 5 4 TIMOTI . II CD PARK PLACE CENTER LOT 7 DESIGN: 113 � ��_ � �� �Qigitallysigned byTimothy J.Healey, P.E. 53661 3 Timothy J' ea I eY, �N: cn=TimothyJ. Healey, P.E. 53661, o=Frontier C SITE PLAN DRAWN: IB e ailefrongieren Ineer'i�Je@yahoo ct Engineer, c=US P E 6 ETA 1.� g g W 1 3/19/18 CITY OF ZEPHYRHILLS-COMMENTS DATED 3/15/18 TJH Date: zols.o4.10 13:55:52-04�00� REV.Iy DATE REVISION BY CITY OF ZEPHYRHILLS, FLORIDA CHECKED: TJHk{ FLORIDEtt�y'n,l N0. 53661 V) m r 0 C7 D N mD � :C7 2 � Zll � D F_ n Lf)M �n �M Z W --- C '4 M cP N C� -P 4- W P P W ICJ O 00 W M C4 W W < 0 F11 F_ 00 W (.0 � CACo C00fTl � Z J 4- W (.C) J 4-- W c0 C) J N J O -P W W= _`j4 J � 41 D J O c0 W J O cfl (,W D W 00 W U W Co W Cn — N W W O N W W O C n J N N O J N N O f/') C = C z (n (A Z Z C/) Ln z O FT I -PP -P -r, Co -4, P P 00 ;p CP (Ti (.iJ el CJe CP W J � —I N O� N W O P N cf 00 U W W 00 co D CC4 Co --C N) lc C� L' (�r� TD rn� ^z V J cl 00 (�1 00 n CALD O LA (_0 OCT1 _ v W cfl J C"' cO � O �� Jrnw�oo Z7 F0 1 — M O CO N L; 0� N C� Co — 0 J Co — N J Oo — -P r- NO O Co 0M cO M QDD — D �Nm *Co 0 I 1 ��4 <<mz C Z -0 Z = 0 rn rn (f) z-V rn o O� x 0 rT7 O - K _ _ � -a D m O in m c) 0 _ � C (n Cr)i i%) M M co Z = = m M m r 0 Z Oi - O X m � W Z II rrl O� M C-) z D rT1 W D < O m 0 0 0 r O m0� > O r z ym-M0m < m D T' m D m X C n �om< M A X Z rrl _U O I D r z (7 Z 0 D D K C) co > O > 0 r x cncrr^Z r OXO D D O�DO m O O _ OCR O m x n O z0MLn O�Z -I 0 O 0 m 0 D 0c)i I (n z z M �10 c� N > z cow I rn M Ln co co 3 =0M n r_, M = m N Z] :0 N i Cn U) P CA N j 2 0- 6 0- 0 0 0 0 0 0 m f— rr p z m G) (n —I 0 0 0 0 0 0� D O N D m r D D D U) (1) to to r- U) m f� C7 n � (n Z Z � O OOD D DD �OC7 zzzr°MM0 (A D Z Z z n 2 r D z Z ?7 O (A > z p oZ z Z a O Ln c Z 0 II II II II II II I! II II II II II II � II a� n� no =C 50rn o o z o M rri V) a Co LO � ZZ rnz �o C) o r a �C) Lo �r _rn m a Z 0c��n ° �`� _ Cc)=o M r Z Z a'i Z � y x z n 0 oc0 0 0o CT 0m En 14 Q V) p M �T V N N I'1 9 P.O. BOX 4444 In FRONTIER N C___4 PH: (813) 251-0169 M 8 TAMPA, FL 33677 7 FAX: (813) 251 0179 I MENGINEERING, 6 COMMERCIAL • MUNICIPAL• RESIDENTIAL S T. P E TE R S B U R G TAMPA frontierengineering@yohoo.com OD 5 4 TIMOTI . II CD PARK PLACE CENTER LOT 7 DESIGN: 113 � ��_ � �� �Qigitallysigned byTimothy J.Healey, P.E. 53661 3 Timothy J' ea I eY, �N: cn=TimothyJ. Healey, P.E. 53661, o=Frontier C SITE PLAN DRAWN: IB e ailefrongieren Ineer'i�Je@yahoo ct Engineer, c=US P E 6 ETA 1.� g g W 1 3/19/18 CITY OF ZEPHYRHILLS-COMMENTS DATED 3/15/18 TJH Date: zols.o4.10 13:55:52-04�00� REV.Iy DATE REVISION BY CITY OF ZEPHYRHILLS, FLORIDA CHECKED: TJHk{ FLORIDEtt�y'n,l N0. 53661 �Nm *Co 0 I 1 ��4 <<mz C Z -0 Z = 0 rn rn (f) z-V rn o O� x 0 rT7 O - K _ _ � -a D m O in m c) 0 _ � C (n Cr)i i%) M M co Z = = m M m r 0 Z Oi - O X m � W Z II rrl O� M C-) z D rT1 W D < O m 0 0 0 r O m0� > O r z ym-M0m < m D T' m D m X C n �om< M A X Z rrl _U O I D r z (7 Z 0 D D K C) co > O > 0 r x cncrr^Z r OXO D D O�DO m O O _ OCR O m x n O z0MLn O�Z -I 0 O 0 m 0 D 0c)i I (n z z M �10 c� N > z cow I rn M Ln co co 3 =0M n r_, M = m N Z] :0 N i Cn U) P CA N j 2 0- 6 0- 0 0 0 0 0 0 m f— rr p z m G) (n —I 0 0 0 0 0 0� D O N D m r D D D U) (1) to to r- U) m f� C7 n � (n Z Z � O OOD D DD �OC7 zzzr°MM0 (A D Z Z z n 2 r D z Z ?7 O (A > z p oZ z Z a O Ln c Z 0 II II II II II II I! II II II II II II � II a� n� no =C 50rn o o z o M rri V) a Co LO � ZZ rnz �o C) o r a �C) Lo �r _rn m a Z 0c��n ° �`� _ Cc)=o M r Z Z a'i Z � y x z n 0 oc0 0 0o CT 0m En 14 Q V) p M �T V N N I'1 9 P.O. BOX 4444 In FRONTIER N C___4 PH: (813) 251-0169 M 8 TAMPA, FL 33677 7 FAX: (813) 251 0179 I MENGINEERING, 6 COMMERCIAL • MUNICIPAL• RESIDENTIAL S T. P E TE R S B U R G TAMPA frontierengineering@yohoo.com OD 5 4 TIMOTI . II CD PARK PLACE CENTER LOT 7 DESIGN: 113 � ��_ � �� �Qigitallysigned byTimothy J.Healey, P.E. 53661 3 Timothy J' ea I eY, �N: cn=TimothyJ. Healey, P.E. 53661, o=Frontier C SITE PLAN DRAWN: IB e ailefrongieren Ineer'i�Je@yahoo ct Engineer, c=US P E 6 ETA 1.� g g W 1 3/19/18 CITY OF ZEPHYRHILLS-COMMENTS DATED 3/15/18 TJH Date: zols.o4.10 13:55:52-04�00� REV.Iy DATE REVISION BY CITY OF ZEPHYRHILLS, FLORIDA CHECKED: TJHk{ FLORIDEtt�y'n,l N0. 53661 N Z] :0 N i Cn U) P CA N j 2 0- 6 0- 0 0 0 0 0 0 m f— rr p z m G) (n —I 0 0 0 0 0 0� D O N D m r D D D U) (1) to to r- U) m f� C7 n � (n Z Z � O OOD D DD �OC7 zzzr°MM0 (A D Z Z z n 2 r D z Z ?7 O (A > z p oZ z Z a O Ln c Z 0 II II II II II II I! II II II II II II � II a� n� no =C 50rn o o z o M rri V) a Co LO � ZZ rnz �o C) o r a �C) Lo �r _rn m a Z 0c��n ° �`� _ Cc)=o M r Z Z a'i Z � y x z n 0 oc0 0 0o CT 0m En 14 Q V) p M �T V N N I'1 9 P.O. BOX 4444 In FRONTIER N C___4 PH: (813) 251-0169 M 8 TAMPA, FL 33677 7 FAX: (813) 251 0179 I MENGINEERING, 6 COMMERCIAL • MUNICIPAL• RESIDENTIAL S T. P E TE R S B U R G TAMPA frontierengineering@yohoo.com OD 5 4 TIMOTI . II CD PARK PLACE CENTER LOT 7 DESIGN: 113 � ��_ � �� �Qigitallysigned byTimothy J.Healey, P.E. 53661 3 Timothy J' ea I eY, �N: cn=TimothyJ. Healey, P.E. 53661, o=Frontier C SITE PLAN DRAWN: IB e ailefrongieren Ineer'i�Je@yahoo ct Engineer, c=US P E 6 ETA 1.� g g W 1 3/19/18 CITY OF ZEPHYRHILLS-COMMENTS DATED 3/15/18 TJH Date: zols.o4.10 13:55:52-04�00� REV.Iy DATE REVISION BY CITY OF ZEPHYRHILLS, FLORIDA CHECKED: TJHk{ FLORIDEtt�y'n,l N0. 53661 V) p M �T V N N I'1 9 P.O. BOX 4444 In FRONTIER N C___4 PH: (813) 251-0169 M 8 TAMPA, FL 33677 7 FAX: (813) 251 0179 I MENGINEERING, 6 COMMERCIAL • MUNICIPAL• RESIDENTIAL S T. P E TE R S B U R G TAMPA frontierengineering@yohoo.com OD 5 4 TIMOTI . II CD PARK PLACE CENTER LOT 7 DESIGN: 113 � ��_ � �� �Qigitallysigned byTimothy J.Healey, P.E. 53661 3 Timothy J' ea I eY, �N: cn=TimothyJ. Healey, P.E. 53661, o=Frontier C SITE PLAN DRAWN: IB e ailefrongieren Ineer'i�Je@yahoo ct Engineer, c=US P E 6 ETA 1.� g g W 1 3/19/18 CITY OF ZEPHYRHILLS-COMMENTS DATED 3/15/18 TJH Date: zols.o4.10 13:55:52-04�00� REV.Iy DATE REVISION BY CITY OF ZEPHYRHILLS, FLORIDA CHECKED: TJHk{ FLORIDEtt�y'n,l N0. 53661 \ / P/L lw 8? x S ,c� / / 3 / 15 11' 2' 12' 0 15' 10' 2 12' o 74.44 x - , O ASPHALT I ' EX. ASPHALT PVMT DRIVEALT ' EX. ASPHALT PVMT. (3)15"X24" REINFORCED \ \ / / 5 9 .82 \ �� �%O� L j���c�` �'F x /10 CRIVELJ CONCRETE PE5 S �p I :� 6 0 76.35 4. 4 �`\g�i a ig 0�� p S�� v'O tios��9 / / / EL.77.10 I DROP CURB 0 EL.77,10 0.5 1DROP CURB 0 x O 9 '1 �_ 5.09; I EL.75.8 FDOT INDEX#300 I U r- 507. I EL.75.8 FDOT INDEX#300 I U /J/ \ 7 \ ` 74.25 JS s -Y x re ' / .,�5 _::::..,., // \ \� x �0�. �p .00 4.98 / / / / ��� _ _ III-� _ - :.:...::..:....� . ---� EL.75.7 1�0, -i - _ _ .., III. :.._ - - _ _ .1'-� EL.75.7 �o w- - - _ Ih - - INVERT=72 62' ///' \ \ \ �`, sip "YO ' 5. 7Lr - F�P - EXIST. 10' INVERT-7 .66' 10' S 76- GROUNDGROUND �y F, UTILITY UTILITY INVEE-72.49' ���\ F�iF �xj� 9a` ` x 74.38 / / / /yY I EASEMENT-1 I I EASEMENT 0. /76.6 z 1 NOTES: NOTES: ILI �Q / 75.94 1. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY ARE TO BE SODDED. \ \� ,/� 1 .40 / 1. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY ARE TO BE SODDED. 2. DRIVEWAY IS TO BE CONSTRUCTED PER PASCO COUNTY CODE REQUIREMENT. \ �! �' 7 /� / 2. DRIVEWAY IS TO BE CONSTRUCTED PER PASCO COUNTY CODE REQUIREMENT, \ 76.54x /F�xC� �� / 3. M.O.T. PER FDOT IND#613 REQUIRMENTS(LATEST EDITION). 3. M.O.T. PER FDOT IND#613 REQUIRMENTS(LATEST EDITION). 5 \ 6.6 0 \ \ • x / / G��o� 7 6 . 76.15 6.41o7, �\ 6--,�� G DRIVEWAY CL PROFILE -SECTION B-B DRIVEWAY CL PROFILE -SECTION C-C �6.21 N.T.S. N.T.S. P/L \7 \ \ 6 \ C 6 6.79 LIMITS OF SURFACE OUTFALL CONTROL 10' I WATER IMPACT STRUCTURE TOP EL.=75.25 \ 7 4 76.8 ��6.93 7 _ /' (TOP OF BANK) (SEE DETAIL) UTILITY \ / LIMITS OF SURFACE 75.75 75.75 EASEMENT 1 7 89 6.7 \ 76. / / WATER IMPACT 7 \ \ x 74.14 TOP OF BANK \ TOP OF BANK \ \ 71.42 73.43 71.01 73.95 x 73.69 �74.45 p� + 74.32\ x 7 4.3 4 0' 30' 60' / r = TRAFFIC SIGN(AS NOTED) 7 4.1 9 CEMENT BAG RIP -RAP PROTECTION - 30 2 St ,• x 74.78 x 76.15 / / � F ` =CONCRETE LIGHT POLE El HAYBALE BARRICADE /' / �, SILT FENCE,(1,520LF) x 76.38 WIT ELECTRIC HAND HOLE AT BASE. / 71.22 / % 4 J 9\ (TYP) / ONUMBER OF PROPOSED PARKING SPACES f / / 9 x 77.07 (12"x18"EI 0 = UND 4 "X4 " CONCRETE MONUMENT �P� / • Sv " I N V. = 73.11 j -� A STORM 76.54 76. 1 S AMPED LB 6816 PRM ��■� PROTECTIVE TREE BARRICADE Oe o� j4 5► INLET 7 4 ® = FUND 1 2" IRON ROD / `O 71.3z / +/ \ x 75.70 i S MPED BROWN PLS 3555 " %< REMOVE EXISTING TREE / / �� G� / / ° 7 9 74.00 / �O� �00 / / sA: \ / / 76.45 o = F UND NAIL AND DISC / °�1 ���►°// + '°75.69 / S MPED " PCP PLS 3555 " / �,`� d� 75 57 h sJ os • , a = F E HYDRANT PAVING LEGEND // 71.12 �,`• G �,^ `'0 4�,0 76.83 �� THROAT=75.S PROPOSED CONCRETE / / \�1 / / -1- 5.22 / / / �6.67 76 / /- EXIST.FHA 0 0 >/ yY L GAL DESCRIPTION /' / / /' ' �i 7 . 8 LOT 7, PAR PLACE CENTER, AS RECORDED IN PROPOSED LD ASPHALT o, j / 71.30 / // / 75.01 74/2 x oo ,S ' / / 4g S 74.6- / x / 74 0 x PLAT BOOK 5, PAGES 77 THROUGH 80 OF THE 9F°�y / 4D + p �� LOT 6 x 74.89 x 75.40 SEC. 19, TWP. 26S., RNG. 22E. \ 71.29 73.82 \ N` BOTTOM OF DITCH 73.65 70.81 \ EXISTING LEGEND PROPOSED LEGEND (M) = Fl LD MEASUREMENT' DIRECTION OF FLOW (P) = P R PLAT �!` EXISTING ELEVATION + = A PHALT PAVEMENT 18.87 PROPOSED ELEVATION NOTE!: PROPOSED ELEVATIONS AT CURBLINE ARE = CONCRETE AT BOTTOM OF CURB FACE. ADD 0.5' TO THESE ELEVATIONS FOR TOP OF CURB HEIGHT. ® = S 0RM/DRAINAGE MAN HOLE (MEG = MATCH EXISTING GRADE) -F = SOT ELEVATION -X- SILT FENCE TBM = T MPORARY BENCH MARK � 6'HIGH BLOCK WALL NAVD = NO RTH AMERICAN VERTICAL DATUM -o--o-a- 6'FDOT VINYL CLF. (GREEN OR BLACK) CENTERLINE PUBLIC REC RDS OF PASCO COUNTY, FLORIDA. �iF�iti9 ' / ' ti,,,h 1 �� / ,� / ���\ / ss v PROPOSED ASPHALT T c/ ���'O'��O �` c1 �P / ,(.- / O tiv / c ��q�•//'�4 ,/04 �'�75.28 2" 2" _ JI //71.0/1 G{Q//i.��' Q w1 / / �2 1/2 / OQ Via. o oQ / / • . 4. • `� 0 / / i �����'' / / ��``� : �' • tix ec' / / / �O �O NOTES: / CURVE TABLE CURVE LE GTH RADIUS CHORD BEARING CHORD DELTA C 16 P 149.53' 35.00' N87.29'45"W 45.50' 81 °04'31 " C33 P 13.51' 2493.32' S43`48'03"W 809.90' 18.41'39" C48 P 94.73' 2468.32' S45.03'51 "W 593.24' 13.48' 18" C49 P 37.64' 773.27' N45'33'49"W 37.63' 02.47' 19" C 16 M 49.60' 35.00' N87.25'32"W 45.56' 81.12' 1 6" C33 M 1 3.37' 2493.32' S43°48'1 1 "W 809.77' 18.41'28" C48 M 94.72' 2468.32' S45°04'00"W 593.29' 1 13*48' 18" C49 M 137.57' 773.27' N45.29'44"W 37.57' 1 02.47'01 " 73,50 BOTTOM 5 e;. O', a ate, •; ' " / / / �o� ^ , 1 7 5 / 3/4» O o 1. SKIMMER TO BE FABRICATED FROM / -� �• ..�G, . ALUMINUM OR STAINLESS STEEL PLATE / Q� '� e, rQ.. a.rt ` �F, ?Zj •74.6 X• • / / 74.54 x O O AND FASTENED SECURELY TO STRUCTURE ' ��� ��. a ..'. . ��. �>(i0� �1•.. ,. / / ��h / / �4j / 4'-4" O 0 4'-4" WITH STAINLESS STEEL ANCHOR BOLTS. 0 71.48 . ' ri . �' e ; ,.� a ..: TO BE PROVIDED + / O� / �0 6•X7 2. TOP OF CONTROL STRUCTURE pop ro. oo / • ' :c$;�e �, .r�: / G0 �1 / 2 ,/$» J �o / O UPON COMPLETION (0�% F90•o / /. e . •�i''`V',w a.. •'4. ``~ /x 74.57 roQ Q-0' / �',jLO / O O 74.94 / SF 7/. ��. 4 e✓.,. , / SKIMMER WIDTH: 1.50' 'li ry / � • ' • � •� • r� ,L �. A .53 ,�,, / SKIMMER DEPTH: 0.67' , t.. •• � C� �' ' � �OG - / /�C.i TOTAL SKIMMER AREA: 1.00sF. /4.8G e 'Z 7�1: F / xl�F' / / �� 2 3' _ 4" 2 1 /2" / ro F / 71.60 �� / ;1r1. • . d S� '° ��O �00 / /�� Q WEIR WIDTH: 0.55' �O ! ° • a . '. ...,• d . / /�} WEIR HEIGHT: 1.75' / e TOTAL WEIR AREA: 0.96sf. _I I- / / e ' '�.•: a.'•,�1 .�1�a; • �p`Oo,O / / /6.40 G..� i 1 „ I 'I f'-2" I I 1 1 / �!_ 4• ; ;.; �.• ' ; /Zt� -�1 tom- /2" SKIMMER AREA TO EQUAL OR EXCEED P� / `V' / / �� d. • ..' e.. ` a a.' pF . .. WEIR AREA TYPE E - CAST IRON GRATE 71.53 :'4' yh :: .' ..�' QO / O 6/300 �O / pc ►�1 eS;...... ••�• a' «�F QPy� Q` ... F .O / APPROX. WEIGHT 235 CBS. NOTE: CONTRA TOR TO FIELD VERIFY DEPTH, LOCATION / D� p� O� / o' r ,A '� _ :'� ``?� . O �O' o / /STORM MH N.T.S. J �• o & ELEVATION F EXISTING EATER/SEWER SERVICE / rQ / / .iQ'�y•' .:' . ' .:•.-: �. 75. 2 / TOP=76.52' LINES PRIOR TO CONSTRUCTION44 74.07 413sJ�,.4 ' ..a,,:•'.•a'�' ':a /// OUTFACE CONTROL STRUCTURE / 71.03 e' ° ��°` / r �. l6.4 / SCALE: N.T.S. TYPE NOTE: PRIOR CONSTRUCTION CONTRACTOR TO / ��aep ii c, / a / / �. / ' 74.+ • ..9. a / / (LOF PAVING COORDINATE UTILITY COMPANIES TO DETERMINE STATUSb'• 6.13 OF ALL ON SI E ABOVE/BELOW GROUND UTILITIES. / / + , • �1 ' * a •:« P/L > x 73.76 .: •' '.,e.: a .,� _:e• / 7 / 74.76 / �O / / cd ..a• �. O�� / 15' 10' 2' 12' 71 2 O� + /' \�� •f e -4• �,,. DRIVE I ' EXIST. ASPHALT PAVEMENT w -+- 71. / a O 6.01ASP- / / e,® r� Iw / ax / / 0 0 tiv F / s.- •» soh 6+ti , / / / c, F / / EL.77.15 DROP CURB p 74.29/ "Qff \` / / , :BO O ��i,1�' `�k�`'r+6 / 0.5% EL.76.35 E # 00 / 4 �� ISO p1 / / .�' `� + /-..,....:., 3.Oq FDOT IND v b� .4r 5 O• / / n If = =- - - ''EL.76.25 °. 75.00 /' ! /' 74.4711 s OF / 71.24 / // / .QyG o .�.��� o/// 75.9/ // GROUND I UTIOLITY ' I tOe / N / Q / N, .+t-�5.0 P / 0 0 / I EASEMENT 1i is tic / Q. / 0 4 s� Teti �F / try / / O x 74.45 / L G / JG / �, O� / / O. / /Q 5.B'1 4' -1 F Y. 0�+� h� � y%4 /OQ��;�G / r���0� �+. Q / +1` Q / V g� i. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY ARE TO BE SODDED. 4' /�, J x� F� 74.94 / / , JQ� ~ 00� �Ge G�' 71 •43 / 84�0� ALA, 6S �Q��OC' 75, / �'O / / QQQ�JQ P 3. M.OVT.WAY PERIS TO FDOT BE CONSTRUCTED PER IND#613 REQUIRMENTS LATEST EDASCO IITION NTY CODE REQUIREMENT. 75.72 ti , 72.27 �y �� / 4.66 rQ-b01 7.7 DRIVEWAY CENTERLINE PROFILE -SECTION D-D y\ 75.63 74.87 88 ` 1 9.. LG x 7 5 /' N.T.S. x'/a/ sr. / 75.73 74.47 /'/ , �JQk' ; x 74.8' �:/� / 5.69 75.60 7 5.5 7 \� �\ \/G�' + �`�ryy �/ O J��� 2/c�Q 7 / 72. x �/ 7 9 �►•: 2.92 4 + 4�iyP e� Op2 ��A` G�/ c'®7 fQ� ,oy �75.72_rHBOAT =75.0 76.46� 74. / + �� �, O `�?'fso Og`y�/ P/L � e 6'7,5 SILT FENCE (TOE OF SLOPE) SWFWMD(25YR--------/24� _ / �I' - - - - - - - -- ------HR)---PRE/POST HWL- = 75.20-4 --------- --------- -- INV.EL.=72.9 - J N S OPT / CONTROL ELEVATION =73 50, TREATMENT VOL_= 4,199 CIF .7 !k'.00 S�- / 12"x18"FRCP \ EXISTING DRAINAGE DITCH INV.EL.=73,10 SRO S S�OA 73.0 73•0 \ CEMENT BAG (pp F SEED POND BOTTOM \ \ n RIP -RAP PROTECTION Fsi _NV7 - SHWT=71.50' 5 .85 11' 6• \ 13' 14' 11' 105't 15'\ 76.29 POND CROSS-SECTION A -A N.T.S. rn Q1 E ^ 0 O O L d qwM 1 0 v X -j N m o L` .-.,h m W) � L a v o v�v0 to t0 D a � L v m C =� w � o w ? 7 in 13 E- =Q a� N .0 o to '2- M F 2 lal c aY�v Ow Z �o vm o o� �v Z 0 a `- uj J. O W 2 0 m m 2 J Q z o Y Z I'-' Z:W � � v Q V) Q Wa Q 2 •Q ~ o Q O U_U :4k J Z Dm �� } w J F- (� Q W Ll- O �a W F2 V) �t-4 0) 0 48 V Q, q In } m 00 a M o w LLJ o J V (n � it Z w w a U) O N w 5 = w EL N w N O aZ ao rn to ~ Q � o 00 f� to er M N a� I? DATE: 3/19/18 JOB #:16-31 SCALE: 1" = 30' SHEET ,#: 2 OF 5 SEC 19, TWP. 26S., RNG. 22E. SURVEYORS NOTES 1. THE SURVEY SHOWN HEREON WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. 2. FOR THE USE OF THIS SURVEY A PLATTED BEARING OF NORTH 46'57'29" WEST WAS USED ALONG THE CENTER LINE OF TRUMP PLACE. (PERMANENT CONTROL POINTS) 3. THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE GROUND APPURTENANCES ONLY. THE SURVEYOR WAS NOT PROVIDED WITH UNDERGROUND PLANS TO DETERMINE THE LOCATION OF ANY SUBTERRANEAN USES. SOME UTILITIES MAY HAVE BEEN OBSTRUCTED FROM VIEW (E.G.. DEBRIS OR VEHICLES ON TOP OF) 4. THIS SURVEY WAS CONDUCTED FOR THE PURPOSE OF A BOUNDARY AND TOPOGRAPHIC SURVEY ONLY, AND IS NOT INTENDED TO DELINEATE THE REGULATORY JURISDICTION OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, COMMISSION OR OTHER SIMILAR ENTITY. 5. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED. 6. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, SETBACKS, RESTRICTIONS, RIGHTS OF WAY, AND OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. 7. FENCES SHOWN HEREON WERE ONLY LOCATED AT STARTING AND ENDING POINTS AND MAY MEANDER BETWEEN POINTS LOCATED. (OWNERSHIP NOT DETERMINED BY THIS SURVEY) 8. ALL OFFICIAL RECORD BOOK AND PAGE NUMBERS PERTAIN TO THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. 9. THE DESCRIPTION FOR THIS SURVEY WAS WRITTEN BY THIS SURVEYOR. 10. NO EVIDENCE WAS OBSERVED OR PROVIDED TO THIS SURVEYOR OF ANY CEMETERIES OR BURIAL GROUNDS EXISTING ON THIS SITE. 11. THERE WERE NO OBSERVABLE EVIDENCE THAT THIS SITE WAS USED A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL. 12. SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION "X", "A" & "AE BY THE FLOOD INSURANCE RATE MAP NO. 12101 CO459F, WITH A DATE OF IDENTIFICATION OF SEPTEMBER 26, 2014, WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IS WHICH SAID PROPERTY IS SITUATED. 13. THERE WAS NO OBSERVABLE EVIDENCE OR INFORMATION PROVIDED TO THIS SURVEYOR OF ANY PROPOSED CHANGES IN STREET RIGHT OF WAY LINES AND THERE WAS NO OBSERVED EVIDENCE OF ANY RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 14. ELEVATIONS SHOWN HEREON WERE BASED ON NATIONAL GEODETIC SURVEY SURVEY BENCH MARK S 682, PID DK5507, SAID BENCH MARK HAVING A PUBLISHED ELEVATION OF 75.20' NORTH AMERICAN VERTICAL DATUM OF 1988. ALL ELEVATIONS SHOWN HEREON ARE RELATED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988. CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING CHORD DELTA C16 P 49.53' 35.00' N87°29'45"W 45.50' 81°04'31" C33 P 813.51' 2493.32' S43`48'03"W 809.90' 18°41'39" C48 P 594.73' 2468.32' S45°03'51 "W 593.24' 13*48'18" C49 P 37.64' 773.27' N45'33'49"W 37.63' 02'47' 19" C 1 6 M 49.60' 35.00' N87°25'32"W 45.56' 81 ° 12' 16" C33 M 813.37' 2493.32' S43'48'1 1 "W 809.77' 18'41'28" C48 M 594.72' 2468.32' S45°04'00"W 593.29' 13*48'18" C49 M 37.57' 773.27' N45°29'44"W 37.57' 02°47'01 " APPROXIMATE FLOOD ZONE LINE 61 7 0�\\ 0/1/ y� \\ 75.63 74.87 75.73 \ / 7 (3)15"X24" REINFORCED 5 9 CONCRETE PIPES � \ 7 / INVERT=72.62' \ 7 INVERT=72.66' \ \} INVERT=72.49' F TBM#1 FOUND NAIL & DISC STAMPED PCP BROWN 3555 ELEVATION=76.19'(NAVD 1988) 76.15 \ \ E \ \ 7 6 \ EXISTING LEGEND (M) = FIELD MEASUREMENT (P) = PER PLAT = ASPHALT PAVEMENT = CONCRETE = STORM/DRAINAGE MAN HOLE + = SPOT ELEVATION TBM = TEMPORARY BENCH MARK NAVD = NORTH AMERICAN VERTICAL DATUM = TRAFFIC SIGN(AS NOTED) = CONCRETE LIGHT POLE WITH ELECTRIC HAND HOLE AT BASE. = FOUND 4"X4" CONCRETE MONUMENT STAMPED LB 6816 PRM ® = FOUND 1/2"IRON ROD STAMPED "BROWN PLS 3555" 0 = FOUND NAIL AND DISC STAMPED " PCP PLS 3555" = FIRE HYDRANT 7// / 71.03 , j-i- / / /4!3 71 .2k' / / =F.'19 v 74.44 / 71.19 APPROXIMATE ° 73.57 7420 x FLOOD ZONE LINE � 8 � � 74.20 ZONE 'Y' x 74.45 ZONE 'AE" (EL 74.2) 75.94 ��6.40 / 5 / / 76.5C,x / aG / 76.21 / / / / / / / / / CLEAR SITE TRIANGLE PER PLAT FOR ALL CORNER LOTS (SEE PLAT FOR RESTRICTIONS) 73.35 TOP OF BANK DITCH 71.02 �\ CONTINUES \ \\ 71.29 �N, 73.82 73.65 70.81\\ \�\\(73.85 /71.32 x 01 / / r x 7 /+ � 75.22 / x 75.02 x 74.05 BOTTOM OF DITCH x 74.14 TOP OF BANK 73.95 LOT 6 x 73.69 / 74.45 „ ZONE AE 74.2) x 74.89 74.32 \ x 74.34 +/ \ x 75.40 71. / APPROXIMATE 74.98 S'S,FLOOD ZONE LINE x 74.66 � x 74.78 x 76.15 / A2,, \ ' + F / / + SILT FENCE,(1,520LF) a +x 4.33 .7 �\ (TYP) STORM x 74.68 INLET 'Call 48 hours before you dig! I 7 i" / / / \ x 75.70 / / 1 „ 7 9 / ZONE X \ , ,/ 76.45 75.69 \ // THROAT=75.90' / 76.83, � � , 75.09 f / / 16.67 /- EXIST.FHA x 76. / 75.01 74.52 x x 7 .15 /' i 6.49 74.86 74.40 x / x 7 i ZONE ';4E" /' 6.78/ (EL 74.2) /' 6.61 7 .45 74.54 x APPROXIMATE ,' �.� / �,� 6.b7 FLOOD ZONE LINE x 74.57 74.86 /6.5 /Gw' x 74.58 // � 1A, / 44 b / / /+76.40 6 5 6.30 STORM MH ZONE ,4E" x 75.02/,� TOP=76.52' (EL 74,2) /' / / ' LOT 7 76.4 2.80 ACRES x 74.43 / 6.13 tk xx' (VACANT) / /76.' 5 74.84 4119 / �x_�6.01/ 0 xx 75.97 /P 'f ix / , 75.03x x 74 75A5 7_�.72 TBM#2 7 7 ,' SET MAC NAIL 7 5 , ELEVATION=75.74' / (NAVD 1988) 75.60 �¢ 7 / / i 5 THROAT=75.05' 75.5- / IT'S THE LAW! 1-800-432-4770 N 0' 30' 60' SCALE: 1 " = 30' C1 ^ o to U � v^p0 0to 0 I M U.) JNN 0, �LL O MM 0 v�v ..^^ W tD X. a: CC T XL. m o v s�o L. L6 0 0 _ m 0. 6 L N -o E2 z 0 L o o Iv y E; AM -i v, 0 E= LLjIx 0 ILL. w m m 2 J Q z z o w 0 W ?� Y Ld Z W � � 2 v Q Wd o Q JCL 0 �00 ILL. �y (d Z j E-4 _J � V) J � W N UILL 0 aw th V, U Cw w l­ 0 0 W O ti �C q W } m O i) 5 W w e 0) w r- w to v I") N r ak W DATE: 7/24/17 JOB #:16-31 SCALE: 1 " = 30' SHEET #: 3 OF 5 SECT 19, TWP. 2 65., RNG. 22 E. GENERAL CONSTRUCTION NOTES ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. ELEVATIONS REFER TO THE NAVD 88. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION, 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE, FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE -SODDED IN ACCORDANCE TO THE PLANS. 12, CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. STORM SEWER NOTES SANITARY SEWER NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE COVER. OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIALIS BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER, 2. ALL SANITARY SEWER MAINS &SERVICE LATERALS SHALL BE CONSTRUCTED OF E EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND POLYVINYL CHLORIDE PIPE, SDR 26 OR AS OTHERWISE INDICATED ON THE COMPACTED AS SHOWN ON THESE PLANS. CONSTRUCTION DRAWINGS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS COLLAPSE AND WILL PROVIDE BRACING. SHEETING, OR SHORING, AS NECESSARY. AND SPECIFICATIONS. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF 3. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE ANY CONFLICTS OR DISCREPANCIES. TRAFFIC RATED FOR H-20 LOADINGS. 4I . THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION THE POND. D-3034-77C, MA SDR 26. INSTALLATION OF SDR 26 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. 5. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 6. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. PAVING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FDOT STANDARD SPECIFICATIONS 971-12 OR 971-13. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". PAVING. GRADING do DRAINAGE TESTING AND INSPECTION REOUIREMENTS 1, THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET, WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104. 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 6, WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER PVC SCH40. 7. ALL FITTINGS 2" AND SMALLER SHALL BE PVC SDR26 WITH PUSH ON JOINTS. 8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 9. ALL FIRE HYDRANTS (IF NEEDED) SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS, 12. THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2, CONTRACTOR TO PERFORM CHLORINATION, BACTERIOLOGICAL SAMPLING SHALL BE BY THE LOCAL PUBLIC HEALTH UNIT AND/OR LOCAL UTILITY. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR SEWER FORCE MAINS AND RECLAIMED WATER PIPELINES (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER. (C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY -TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. (D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C. VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER PIPELINES (A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. (C) AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS (A) AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. MAXIMUM ALLOWABLE LEAKAGE RATE: 200 GPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. NOTICE TO ALL CONTRACTORS AND DEVELOPERS THE STORM, DOMESTIC WATER SYSTEM AND SANITARY SYSTEM FOR THIS PROJECT MUST BE INSPECTED BY OUR OFFICE IN ORDER THAT THEY BE CERTIFIED TO THE APPROPIATE GOVERNMENTAL AGENCY. IT IS, THEREFORE, IMPERATIVE THAT OUR OFFICE BE NOTIFIED AT LEAST 24 HOURS PRIOR TO BACKFILLING OVER THESE FACILITIES. FAILURE TO DO SO WILL RESULT IN THESE FACILITIES HAVING TO BE UNCOVERED AND INSPECTED BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. YOUR CERTIFICATE OF OCCUPANCY WILL BE WITHHELD UNTIL THE MATTER IS RESOLVED. POST (OPTIONS: 2" x 4" OR 2 1/2 MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.) 0 0 0: 15"-18" o 8 6' MAX. _ FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FOOT SPEC.) I 12" MIN _T ELEVATION TYPE III SILT FENCE POST (OPTIONS: 4" x 4" OR 3" MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.) \ 8• PLUG POULTRY MESH (20 GA. MIN.) OR TYPE A FENCE FABRIC (INDEX NO. 452 & SEC. 966 FDOT SPEC. 10' MAX. FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FOOT SPEC.) ELEVATION SWFWMD MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORMWATER DISCHARGE FACILITY GENERAL MAINTENANCE: 1. ALL STORMWATER PIPES, INLETS, CATCH BASINS, MANHOLES, FLUMES, POND INFLOW AND OUTFALL STRUCTURES (INCLUDING OIL SKIMMERS), AND DISCHARGE PIPES SHOULD BE INSPECTED ON A REGULAR BASIS (MONTHLY OR QUARTERLY) AND AFTER MAJOR RAINFALLS. THEY SHOULD BE MAINTAINED BY REMOVING BUILT-UP DEBRIS AND VEGETATION AND REPAIRING DETERIORATING STRUCTURES. 2. CHEMICALS, OILS, GREASES OR SIMILAR WASTES ARE NOT TO BE DISPOSED OF DIRECTLY TO THE STORMWATER FACILITY OR THROUGH STORM SEWERS. TREATMENT PONDS ARE DESIGNED TO TREAT NORMAL ROAD, PARKING LOT, ROOF AND YARD RUNOFF ONLY. SOME CHEMICALS MAY INTERFERE WITH A TREATMENT POND'S FUNCTIONS OR KILL VEGETATION AND WILDLIFE. DISPOSE OF THESE POTENTIALLY DANGEROUS MATERIALS PROPERLY BY TAKING THEM TO RECYCLING FACILITIES OR TO COLLECTION LOCATIONS SPONSORED BY MANY LOCAL GOVERNMENTS. DO NOT DISPOSE OF GRASS CLIPPINGS IN THE SURFACE WATER MANAGEMENT SYSTEM (SWMS). GRASS CLIPPINGS POSE PROBLEMS BY SMOTHERING DESIRABLE VEGETATION, CLOGGING OUTFALL STRUCTURES AND, WHEN THEY DECOMPOSE, MAY CAUSE UNSIGHTLY ALGAE BLOOMS THAT CAN KILL FISH. 3. ACCUMULATED POND SEDIMENTS MAY CONTAIN HEAVY METALS SUCH AS LEAD, CADMIUM AND MERCURY, AS WELL AS OTHER POTENTIALLY HAZARDOUS MATERIALS. THEREFORE, SEDIMENTS REMOVED FROM STORM SEWERS, INLETS, PIPES, AND PONDS SHOULD BE DISPOSED OF AT AN APPROVED FACILITY (CHECK WITH YOUR COUNTY SOLID WASTE DEPARTMENT OR THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FOR DISPOSAL FACILITIES APPROVED TO ACCEPT TREATMENT POND SEDIMENT). 4. DURING ANY REPAIR OR MAINTENANCE ACTIVITY, USE CARE TO AVOID CAUSING EROSION OR SILTATION TO ADJACENT OR OFF -SITE AREAS. 5. REMEMBER, ALTERATIONS (FILLING, ENLARGING, ETC.) OF ANY PART OF THE STORMWATER FACILITY IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM ALL APPLICABLE GOVERNING AGENCIES. 6. IT IS USUALLY MORE COST-EFFECTIVE TO MONITOR AND PERFORM ROUTINE MAINTENANCE ON THE SWMS, RATHER THAN LET IT FAIL AND HAVE TO RECONSTRUCT THE ENTIRE SYSTEM. 7. MOSQUITO GROWTH CAN BE MINIMIZED IN THE SWMS BY THE FOLLOWING MEASURES: O. DO NOT DUMP GRASS CLIPPINGS OR OTHER ORGANIC DEBRIS INTO THE SWMS. DECAYING GRASS CLIPPINGS AND OTHER DECOMPOSING VEGETATION CREATE IDEAL CONDITIONS FOR BREEDING MOSQUITOES. b. CLEAN OUT ANY OBSTRUCTIONS THAT GET INTO THE SYSTEM. DEBRIS CAN OBSTRUCT FLOW AND HARBOR MOSQUITO EGGS AND LARVAE. c. REMOVE WATER LETTUCE AND WATER HYACINTH, WHICH NOURISH AND SHELTER MOSQUITO LARVAE. d. STOCK PONDS WITH PREDATORY "MOSQUITO FISH" - GAMBUSIA MINNOWS, WHICH MAY BE COLLECTED FROM OTHER PONDS AND DITCHES AND INTRODUCED INTO YOUR SWMS. REMEMBER, THE INTRODUCTION OF GRASS CARP INTO YOUR SWMS WILL REQUIRE SWFWMD APPROVAL. 8. DITCHES AND SWALES SHOULD BE PERIODICALLY MOVED AND CLEANED OF ACCUMULATED REFUSE. DURING THE MOWING OPERATIONS, DITCHES AND SWALES SHOULD BE INSPECTED FOR BARE SPOTS, DAMAGE OR EROSION. BARE AREAS SHOULD BE SODDED OR SEEDED TO REPLACE THE GRASS COVER. IN THE CASE OF EROSION, REPLACE THE MISSING SOILS AND BRING THE AREA BACK TO GRADE. DRY RETENTION PONDS: 1. ON A MONTHLY OR QUARTERLY BASIS, AND FOLLOWING A STORM EVENT, YOU SHOULD MAKE AN INSPECTION OF THE POND AND ITS OUTFALL STRUCTURE TO ENSURE THAT THE SYSTEM IS OPERATING PROPERLY. IF STANDING WATER PERSISTS LONGER THAN 72 HOURS AFTER A NORMAL SUMMER RAIN EVENT, OR IF WETLAND VEGETATION SUCH AS CATTAILS GROW IN THE POND, THE STORMWATER FACILITY MAY BE IN NEED OF REPAIR, REPAIRS MAY BE AS SIMPLE AS SCARIFYING OR RAKING THE POND BOTTOM, OR MAY CONSIST OF REMOVING THE BOTTOM SEDIMENT (APPROXIMATELY THE TOP FOOT OF SOIL) AND REPLACING THE SOIL WITH CLEAN SAND. FOR MORE INFORMATION, CONTACT YOUR LOCAL SWFWMD SERVICE OFFICE. 2. MOW FREQUENTLY ENOUGH TO PREVENT THATCH BUILDUP. PICK UP GRASS CLIPPINGS AFTER CUTTING. LIMIT FERTILIZER USE AROUND THE POND, AND DO NOT FERTILIZE GRASS IN THE POND AREA. 3. RESOD ANY AREAS (SIDES OR BOTTOM) WHERE GRASS OR SOD HAS BEEN REMOVED OR ERODED. 4. KEEP THE OUTFALL STRUCTURE CLEAR OF DEBRIS AND VEGETATION. OPTIONAL POST POSITION PRINCIPLE POST PATTERN (CANT- ED 20 DEGREES TOWARDS FLOW) ' FILTER FABRIC SILT FLOW SECTION OPTIONAL POST POSITION }/ PRINCIPLE POST PATTERN (CANT- ED 20 DEGREES TOWARDS FLOW) POULTRY MESH OR TYPE A FENCE FABRIC /FILTER FABRIC r� SILT FLOW SECTION 18"MIN -j TYPE IV SILT FENCE SILT SCREEN BARRIER DETAILS F.D.O.T. INDEX NO. 102 N.T.S. TYPE III OR TYPE IV SILT FENCE SILT FLOW TYPE III OR TYPE V SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS SILT FENCE APPLICATIONS DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS & TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. LT FL01 TYPE IV SILT FENCE TYPE III SILT FENCE SILT SCREEN BARRIER DETAI raAT. MM NM 102 N.T.L NOTE: SILT BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER FLOATING, FENCE, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPE(S) WILL BE AT THE CONTRACTOR'S OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS; HOWEVER, PAYMENT WILL BE UNDER THE PAY ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING SILT FENCES AND STAKED SILT BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHER- WISE DIRECTED BY ENGINEER. Qs ^ 0 4 U v 0 °o X _ C4 N s°' O ..15 maMM c0 to c O a `I c � wo vM�o M In a`Q = a X m woo �O LL. 0 ov -a o 0 �6 O W C L ��cj Z � c Z TE 0 ge!"� 1 oo. Lu i ` • � Y S a"Lp ... Ec _ E Lei a O ~ n'ce O J !4%5 m m � J Q z z 0 -3: o w Y Z W W a Ld 2 U V Q wa ' Q < Q ~ O J Z D C V) _J a • � VLi CL Q fV Lj- Ud `C�f I 7 � tY 0 U wW V V �EL; O } m 5 W w B t7 CA 00 I- t0 to V M N - w m DATE: 7/24/17 JOB #:16-31 SCALE: N.T.S. CUCET R w nc c SEC. 19, TWP. 2 6S., RNG. 22 E. 6" STEEL POST I-•S' FILLED W/MINIMUM �I 1/2" R 2.000 PSI (CONC) I I 1.5" ASPHALT CONCRETE 0 OPTIONAL POST POSITION ° 6" TYPE S-1 OR EQUIVALENT I 0 20d +/- `� CD POST OPTIONS: 2" x 4" OR PRINCIPLE POST 2 1/2 MIN. DIA. WOOD; 6' MAX, PATTERN (CANT- _ _ _ 6" LIMEROCK OR D.O.T. SHELL t�'-" STEEL 1.33 LBS/FT. MIN.) ED 20 DECREES 16" 8 _ _ _ BASE COMPACTED TO 98% OF 00 Tie boom with TOWARDS FLOW) MAX. DENSITY PER AASHTO T-180. -- -- - - 1- rebur conLinuous CON R CON PSI I �12"— 7 1'' o: FILTER FABRIC TYPE III OR TYPE IV CONCRETE FOOTING fr T I I �Ytil7r� fat 1t} -) o T SILT FENCE 0 O o c I " I Clear-rtnGe !1'ilrk. � FILTER FABRIC (IN 6" 6 1/2" ( 9" COMPACTED SUBGRADE PAVEMENT I � dig 5#ial �91�4F�� I � 15'-18" CONFORMANCE WITH SILT FLOW TYPE III OR TYPE IV SILT FENCE ^ to v w lil r� i (, 0 SEC. 985 FOOT SPEC.) SILT FLOW - PROTECTION AROUND DITCH v ^ C O 0 EXISTING MATERIAL OR SELECT 2" SAND CUSHION Y } iii �-- BOTTOM INLETS c>D : 6" ` FILL, STABILIZATION AS NEEDED 0 I 17 0 * ( "' M i 0 1 " I #_ @� SILT FENCE APPLICATIONS IM to MIN C f f ) ` FOR LBR 40 I jQ - I ( I F T I N I �r"� pin J r ELEVATION SECTION PERMANENT FLOWING Do NOT DEPLOY IN AWATERCOURSES.MANNER THAT SI SILTLT EFENCES NCES TARE TO BE USED AT ULL ACT AS A DAM PLAND O 4" �� w LL ? 10 �Q CL ' ( (tYP•) 8" 12" MIN. J LOCATIONS & TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. m W) In y a ° a o to 2'-6" " TYPE III SILT FENCE C -- oo C T7, v o M 6 "VERTICAL CURB & Max 1 12' 1 Gr de OPTIONAL POST POSITION O °..° y v M O 0 - REGULAR DUTY ASPHALT NOTE: �i artince r11 I It a a L •• �' COMPSUBGACTTEDDE STOLL BE 00 111U. 95% I ( ( ) ~ d Q z E PAVEMENT DETAIL OF THE STANDARD 6, POST OPTIONS: 4" x 4" OR POULTRY MESH 20 GA, MIN. 20d +/- 0 ° °1 o c PROCTOR DENSITY. ( 91MIf1t� fi ate t • 3" MIN. 33DIAWOOD; OR TYPE A FENCE FABRIC PRINCIPLE POST 0 N = x c STEEL 1.33 LBS/Fi, MIN.) (INDEX N0. 452 &SEC. 966 D ° Z 4` I Z3000 P.S, concrete slab with FDOT SPEC. 8 PATTERN (CANT- SILT FLOW SILT o Y c 2 N Aber rnelh rein#ar1n 10' MAX. ED 20 DEGREES -�^�� c TRUCK DOCK BOLLARD DETAILih, I _ __ I �',• concrete footing rnvrlolihic.,,-1iGiT�>Ip TOWARDS FLOW) o4q j >w/ 2- , 5 rebor ( P) 6 kx6*' 1'OxIO W.W.F. POULTRY MESH ;j 4caj y 2" ASPHALT CONCRETE N.T.S. /� TYPE S-1 OR EQUIVALENT OR TYPE A z. w FENCE FABRIC TYPE IV SILT FENCE TYPE III SILT FENCE �J S?' `�" _ - - 6" LIMEROCK OR D.O.T. SHELL drop hs�t$ SILT SCREEN BARRIER DETAIL, xg PLA o FILTER FABRIC (IN � FILTER FABRIC � j . - .. - .. _ BASE COMPACTED TO 98% OF N. S. ELEV>�► ON it 2'-10" CONFORMANCE WITH MAX. DENSITY PER AASHTO T-180. _ _ _ 6" THICK CONCRETE (3,500 PSI (YP•) • J �� - - _ W F THICK 6 6x6 CONCRETE ( FLAT SH ET 0 SEC. 985 FDOT SPEC.) SILT FLOW FaAT, OM tq, 102 10i L - • • - - MAX. DENSITY PER AASHTO T-180. NOTE: SILT BARRIERS FOR FLOWING STREAMS AND - - TIDAL CREEKS MAY BE EITHER FLOATING, FENCE, OR STAKED TYPES OR ANY COMBINATIONS OF TYPES THAT ELEVATION SECTION WILL SUIT SITE CONDITIONS AND MEET EROSION 9" COMPACTED SUBGRADE l B CONTROL AND WATER QUALITY REQUIREMENTS. THE 1 r 9" COMPACTED SUBGRADE PLUG 18"MIN BARRIER TYPE(S) WILL BE AT THE CONTRACTOR'S 73 EXISTING MATERIAL OR SELECT CITY OF ZEPHYR (ILLS. FL�.1I UDA OPTION UNLESS OTHERWISE SPECIFIED IN THE E ' ry#N , EXISTING MATERIAL OR SELECT TYPE IV SILT FENCE FILL, STABILIZATION AS NEEDED FILL, STABILIZATION AS NEEDED FUI11.1€; W9RK5 PPP4IN15TItA4TI$N PLANS; HOWEVER, PAYMENT WILL BE UNDER THE PAY y l> FOR LBR 40 WITH FOR LBR 40 ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING * a; 1 1 SILT FENCES AND STAKED SILT BARRIERS TO BE _ � L11 Q 1 a� SILT SCREEN BARRIER DETAILS INSTALLED IN VERTICAL POSITION UNLESS OTHER- F. 0 SIN ME F. .O.T. INDEX NO. 102 N.T.S. WISE DIRECTED BY ENGINEER. 0 x A DUTY ASPHALT CONCRETE PAVEMENT DETAIL ' `� `"`J o HEAVY TRUCKCOURT ~ ~ � PAVEMENT DETAIL ( ) �► (TRUCKCOURT) M m J d I2. . . ED _ _ Q 0 w - Y W I W <9> kn O C x z W 0 V / «. N N M m rl O �tl tn to N F. Sd w • �l uj j 6 W w X m t a a n I_LI LL 4044 0t ho004 a� , o 'C" �b wrj w 1" DIA. HOLE 1 E - N w �, O F- w q F' a fl PROVIDE 2 NO. 6 b b a w¢ v w e b b b$ O b a g o J Q +C�;a N N N N m ty .. Uwe o c Q °c a tiv F- (} I- m U o 0 o n o - �r REBARS 18" LONG " a a a o a w w m z FOR INSTALLATION ° (TYP) / o m v1 b b b b b b AiN ZWfi b ° a -�. ^ v C~- O vfl1 ro o, E: t c v c 'r i'+ro c 5 fi c a o s a i„ nN N N N '1 Ky ci k. eC NG> w, O s -a w m Li �° ck "s ❑ ca m� W `i 2 W Q •-. o q .. o q m ..ti N Q w 4u w + wu ri k U:U)PRECAST (3,000 P.S.I.) v Q ry N © ua, `z w q naa; °" m r N bo ani o C Nz E 41 tr5" CONC. WHEEL STOP WITH ; �. ` a c, Ct a v e a y- w W °, b W D ro W a w o o © b LU - E -I 3 NO. 3 REBARS CONT. E p U th 3 0- L t 4 ' b' w a s a w q 5� LL t m d o -e Q N Y w n I H = o z x ws .. a y a ; a �- ,s >. ' a q, } . ; u i a_ m R ti � V �' � W h. O vc c � r~ mV �U � 4 dW ni m vm,2 F" of F`0.z' �" oe w� w m aN W Q' D;� m s u ¢w ka w t) b a Q is Lu v sa m `^ cn °''" ° ° � u U W w m CC V/ } 6 /r\ I F. cam c ro w ui h h h .. y v o m E o v z, c z a` �_ N ' iic z m h a � W L = tt1 m>m ti © y a f w� ooa„ ' Nery n ti� v) �� `ZN f1 I art q r, uj ?; ;a q ro 5 ai +� \ b t -.i T o �Y w o °c "J W N CONCRETE WHEEL STOP DETAIL zD P _ V E av �� a �� c i �+ vae y �. ' w :cam " v(ry 4- 4 c x n u ; I rN N N IN b to t� t� b a7 41 a c a x aL a� Y _ v y c� I1 � O 1a -.' c ro N N N N N N N N N N I, 3 L. �, I. z, T ?. ��� �� o4 I - a WD ���b 4� �4 z U a N.T.S. _ �n W �a Q 4 q� �ro Q .L a ti� N ri v ui m w a a ti �. Ld Q4 k C� U) Lu ~O C O CONTINUE WWF 4 w a o �' h �' %1 CONSTRUCTION THROUGH JOINTS TOOLED EDGES 4 x JOINT a u° T F E /0� 0 o I ¢ k`o� �Q/bbbb�bb bbb a U • o ASPHALT SURFACE OF _ ; w �'q N to - • . s fi C O ' m 3 N N N N �`+ N N N N _Q « �I —III—III III —III —III III —III —III —III —III —III( v ' �•. ! I La y N M M c a h b b ^O `r o �% m N 44 a 4 a w v a o _� o r, c 0- w V NOTE: ALL WALKWAYS &EXTERIOR SLABS - -III- - _ Or ARE CONSTRUCTED SIMILARLY - ((-III I -III -III i � � a ti w °' E � � � � �-• b :: BUT WITHOUT THE HAUNCHED EDGE. 6" �- u W o c t�1 U £ � �j0, � COMPACTED BASE I v ,` e f�" 3 S w �' " a o a-n �' °[ m Z`.� ton ` b m 2 >~ ; `� N N v, '° mcc w 3� �" �•, Q NOTE: SIX INCH THICK CONCRETE SLAB WITH W6X6-2.9X2.9 ` v vt " ° ( ° v 4 "� W �'� „'° z v Q. e z v �= in v m e (+ cc v >' W E D ti h w _7Oo � cap J� WWF. MESH SHALL BE FURNISHED IN FLAT SHEETS c y o o i 1t o w N n c o U AND SHALL BE CHAIRED WITH METAL CHAIRS OR z� m y W a c roc av -04 � f�`[y Lu CONCRETE BRICKS. MESH SHALL BE LOCATED 3 1/2" ABOVE BOTTOM OF SLAB. ` LLn a; u °' _ w m m e " ` ca a` W m W S ) o ti ro c o E m R m W o 1`d t F '^ Al r; i^ q'° '.? q:K o c ash 5C u-0 o oq crC h� H 3a o a r oba° Qd i aroro .�LLL fi �F° a �� ac n a10 ° ac <D v mm� $ �Zr� +r a w L F....7 �' °• E •� O 4 y0 y u m 'v o c a i ` V E 1.... , _.. -O ,EN CURBWALK INTEGRAL CURB DETAIL wc2l: ��lu It o _ _ _ (� w B W F ~ C a, ° tu To b, AN V1 ro C #1 3 N W 4 rcl ] c 7 h. .� Q .fi L i.. ht C O O N o h h >T p , r*] N Z N.T.S. mw �fi v v ra W .� _ ° 3ti �ma 3w o Ewa �� W 4" tp woo Lni m„ v`r`a Z He :S H w i Q W L ;�va ° 1 tT u C E r m +-; C •". ry l' fic 3s a" ac Nwm �� W > C3 F c° ve m m cx aL a SL> w v i`d to 4._ oc my c_a S F+ Width Sti ulated for each Lo uffi to Sidewalk Width 6' Max. I a c ° ° ° a w v N Q ry �' v - ° N Ln P ( ) (� a ''-, O V .{.. C y � y u� t 4 (•,1 J7 C! `+ �., � W C] a C] V li 3� C L ` • °� ° • •. • °• • �� • •. • •. i . U I♦ Cc C « � � m v W a P• ti t� :n •-- v N ' ,. • ., • . • .. • ,. • `.f ,, C v C a) 'i u 4 b o � L" t' ~ i ° 4. e, C Lr w � Z C'•I LLI +, O D- 6n • . .N>` LEE Qc wvti y,�L.: L 'N Q _ • �� , ' ,' • a N7 a Q, ro 4.L h W 3 J1 a °.fi ° a D LAD • . LV ca,-` wish 2 D Ca �c :t• rpICII O N fo a X 1ZI [•'1 fit° ~ 6 C 7 Ry O.0 a �,v�. ...H W W a, •,r NO ip 48 (tYP) 50 max. D r m W 3 ti m H? [] b a Z STRUCK JOINT } a v m m c` -EXPANSION JOINT zti�a moo- 3nMm>°�_"� m "b € sv 3''3 E e, a. TYPICAL SIDEWALK PLAN QLL a fi II "S In b M1 SU °1 fi N.T.S. CIC PROPERTY LINE rs a s" t o S a CS fi 4y v) tic ati'c w 31fNNt Z = 1'-0" MIN. �. w �; a� acrHM z b � 4 BROOM FINISH 1 /5 SLAB THICKNESS CONCRETE WALK a w 21 a a o ` o ? I '' a m' w "' h M � u It c SLOPE: 1 /4"/FT. MIN. v h a a a L w a a o o c °,_ 3R7B D v o a L aq "�__IN 10" OR AS DIRECTED - k m = ro a a a v - a 4a zs {~ 1/2 /FT. MAX. 4" ° H q3 ° a c v a ro n c °� • FIELD a D cm� a w c > ■ u tis 30 °� o w E 3 4uj •. ° _ h 0. ` �' ? w c ° t a € 3 a .o W 1 N .Y n"si L� n cc ° • °°aoo" tiR tia a I M �.ty _3=78� 4 v ra /CSC Z to ty• t _ t �„ l .0 U ,. a .��. _ C S O C 4 D `+" 1��--,,.'& : C U '6 `,�' (] LINE kND GRADE STAKE ri 98% DENSITY ! 3 m a 'ro o v = `c `o a W ` H o c a c - `s ">d I z z v n a c^ o �" ui S ra STRUCK JOINT DETAILtj 4 $ 4 "�;� �'�" �ya�� — 4"�` 4� "' oQ COMPACTION c y a m v a qQ ,`a,�'nw�' �ir`�ti�. t •� � �'+ bd " � c � v6 h �C b, w a v 61 Q GENERAL NOTES: I ro - y w g v v a.z Pd r m BROOM FINISH D M ° v' L o rn c q a E ... 3.,,9 w L c N N O� .O `« ti q C °.O CT n C o D C. / 1. SIDEWALKS SHALL HAVE TOOLED EDGES. � c ° •� o C w ce w a � � m I-• � m v c, R U o c 3 0, u, 2. CONSTRUCTION JOINTS SHALL BE LOCATES 0 9 w c ° W b " ° = C m ro `c Lu o ry 3�Te I» °�' c yw o u a o °_ _tijz w a T L N .4 a- u€ i W tU AT STRUCK JOINTS OR EXPANSION JOINTS ONLY. w tr o y "a c 5 n' ; s u I Z b a a, a c a uj • °, 3. EXPANSION JOINTS SHALL BE INSTALLED q a U M o v t L: " a v o w N a. o - 3 0 • °° ul AS SHOWN AND ALONG ABUTTING CURB. ti c c D, re c y a �a v '� Q S_ c °� w N W a 'F' W "a C J �' ,o v C .. — a a, ,,,- 4 v fi fl w •C �. i to .� • • °° 4. EXPANSION JOINTS SHALL CONSIST OF ti w o g m b d `ti 4 N Z s H �•° a c y 0 p I ( N 3i^7S 4� "b" `d p° CONTINUOUS 1/2" X 4" BITUMINOUS W c fry ro a 6 fi o°-a'c�`Lb a y� ° 4 oU u'� [, I^ry 6N E` a a y o 4 EXPANSION STRIP. a u 1 c ti a o m a ; x L x u ra c. fi a o ° m a, d a, 'n H v e o i a c. I D 'n a ° H so c E L 'aL` - a si . .. Or .B a I o 0. 9 0 C'3 a cs u. W v� Fcc - 1/2" x 4" BITUMINOUS STRIP 5. SIDEWALKS TO BE 4' WIDE EXCEPT AS = I fi a "v- S L W = v ° v ° ° a D� > rom��cv$° w ca D 3a�,,.-i c y z w cnb 3iIHM yy W 'C t Q �3 D.L a ati{fix a� n !` O �R7O q3° !{C lU 5L Wb Lys W OTHERWISE NOTED. L D v s a q- m c ri v � R B+ €*1 >4 cr $D u�a�aa av,h��,oca m �c '^,c cam, c�W`u,a aH q EXPANSION JOINT DETAIL 6. SIDEWALK ABUTTING CURB: 6' MINIMUM WIDTH, r - u mc . c '� Q fiyti D}. N Vi 1 t°a ° o v c c r w ac a ` a 4 a >" � AfiJISllt3tJ 3 w NOISIA�3br G 3 c=i LL of ia� `� v�i�'m`c�°u�c��'c o aW3vupca� om.4om c� �� F W 2 m `camC., n H h.tw v.� i aw ^• btr k OtE} TYPICAL SIDEWALK DETAIL ® �_ a� �4-0� �����"���®a� £ .� ■ u W cn m d e ti d aq li ei q d'4 u ci E C) "' w d 01 00 r, to U-) It W) N °- LiN.T.S. - — C7 " "' a ^ h'> DATE: 7/24/17 JOB #:16-31 P2�bE�9 9iDZI77JU1 I SCALE: N.T.S. SHEET #: 5 OF 5 "2- 1 99 TWP. 2 6S., RNG. 22 E. GENERAL NOTES FURNISH AND INSTALL EBARA SUBMERSIBLE GRINDER PUMPS: DESIGN CONDITION: MODEL 32 DGFU 2 HP HP GPM 30 29.25 FT/TDH VOLTAGE 240 SINGLE PHASE DISCHARGE 2" 123mm (4-13/16") IMPELLER SEWAGE GRINDER PUMP: RATED FOR TWENTY (20) STARTS PER HOUR. 2. AIR FILLED MOTOR DESIGNED FOR SEWAGE APPLICATION WITH CLASS F INSULATION. 3. DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE / SILICON CARBIDE) LOCATED OUT OF THE PUMPAGE, IN A SEPARATE OIL FILLED CHAMBER. 4. HIGH TEMPERATURE BALL BEARINGS B-10 RATING OF 60,000 HOURS, UPPER BEARING - SINGLE ROW AND LOWER BEARINGS - DOUBLE ROW TYPE. 5. PUMP SHAFT HORSEPOWER (BHP) SHALL NOT EXCEED MOTOR RATED HORSEPOWER THROUGHOUT THE ENTIRE OPERATING RANGE OF THE PUMP PERFORMANCE CURVE. 6. SINGLE PHASE MOTORS SHALL BE DUAL WOUND, CAPACITOR START -RUN AND CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE (190 TO 260). THREE PHASE MOTORS SHALL BE DUAL WOUND AND CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE (190 TO 260) OR OPERATE ON 460 VOLT BY CHANGING THE MOTOR LEADS INSIDE THE PUMP. FIBERGLASS WET WELL: SHALL BE A ONE PIECE UNIT WITH INTEGRAL BOTTOM, WALL AND UPPER FLANGE. THE ENTIRE FIBERGLASS WET WELL SHALL HAVE A DYNAMIC LOAD RATING OF 16,000 FT/LBS. EACH UNIT MUST BE SERIAL NUMBERED TO IDENTIFY THE TEST PROCEDURE. ASTM D 3753 & H-20 SPECIFICATI❑NS SHALL BE REQUIRED AS MINIMUM. ALUMINUM HATCH: TSC MODEL-54R (54") ROUND WITH 24" X 36" LOCKABLE HATCH, REINFORCED FOR LOAD RATING OF 300 LBS/FT WITH HOLD OPEN SAFETY ARM, LOCKING DEVICE FOR HASP TYPE PADLOCK AND STAINLESS STEEL HARDWARE. VALVE BOX: FIBERGLASS COMPOSITE (H-10 TRAFFIC RATED) WITH INTEGRAL BOTTOM. (FOR 1 1 /4" AND 2" DISCHARGE PIPING SXS HEADER SYSTEM) SHALL BE 26" X 38" X 18" WITH 17" X 30" LIMITED ACCESS LID ACCESSORIES: #304 S/S - GUIDE RAILS, UPPER GUIDE RAIL BRACKETS, CABLE HOLDER, ANCHOR BOLTS AND PUMP LIFTING CHAINS. VALVES : SHALL BE SEWAGE SERVICE DESIGN BRASS SWING CHECK VALVES WITH TOP ENTRY CLEAN -OUT PORT AND BRASS WEDGE GATE VALVES OPEN 100%. PIPING: 2•0" SCHEDULE 80 PVC. FLOAT SWITCHES: UL LISTED SJ ELECTRO MODEL (SJ 30 SWENO). PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, SLIDE RAIL ASSEMBLIES, CONTROL PANEL, JUNCTION BOX, FLOAT SWITCHES, ALUMINUM HATCH AND ACCESSORIES TO INSURE PROPER OPERATION AND WARRANTY. THE COMPLETE PACKAGE PUMPING STATION SHALL HAVE PUMP BASES, SLIDE RAIL ASSEMBLIES AND DISCHARGE PIPING ASSEMBLED BY TECHNICAL SALES CORPORATION READY TO SHIP FOR FIELD INSTALLATION. THE MANUFACTURER OF PRE-FAB PUMP SOLUTIONS®: TECHNICAL SALES CORPORATION, 4621 N. HALE AVE TAMPA, FL 33614 (813)876-9256 ELECTRICAL EQUIPMENT PUMP PUMP NO. OF SF FULL MOTOR SERVICE DATA MTR, SERVICE SWITCH CABLE N0. OF CONDUIT MAIN BRKR MAIN BRKR TYPE VOLTS H.P. PUMPS AMPS AMPS SIZE CABLES SIZE FRAME TRIP [=32DCFU 2 2 240 12.8 WET WELL EQUIPMENT MANUFACTURER MODEL RPM IMPELLER DIAMETER G.P.M. T.D.H. EBARA 32 DGFU 3,600 4-13/16" 30 29.25 FEBCO MODEL 825Y Reduced Pressure Assembly Outside Installation INSTALL 3/4" FEBCO MODEL#825Y REDUCED PRESSURE ZONE ASSEMBLY Ebara Submersible Pumps • • • :•-mom mmmmmmmmmmo • .• • • mmmmmmmmmmmmmo • • • • PUMP PERFORMANCE CURVE MOUNT CONTROL PANEL ON HINGE SIDE OF ACCESS COVER FOR OPERATOR SAFETY MOUNTING POST AND SERVICE DISCONNECT W/ LIGHTNING ° ARRESTOR PER LOCAL CODE —(BY ELECTRICAL CONTRACTOR) 054" ROUND 6000# LOAD RATED ALUMINUM TOP HOSE BIB W/ BACK FLOW PER LOCAL CODE (NOT SUPPLIED BY TSC) r Q \ ;•.�': ❑ INLET PIPE (2) 2" FLEXIBLE RUBBER GROMMETS FOR PIPES THRU VALVE BOX ° (2) 02.0" PVC COUPLINGS (2) 2V WEDGE GATE VALVES OPENS 100% 2" PVC SCH 80 UNION IL -1 IIH o 2" FLEXIBLE RUBBER SEAL FOR DISCHARGE PIPE THRU VALVE BOX (2) 2" WEDGE GATE ° VALVES OPENS 100% (2) 2.0" PVC SCH 80 UNIONS \_2" SCH 80 PLANPVC CROSS 2.0" FULL OPEN SWING CHECK VALVES H-10 TRAFFIC RATED TOP ENTRY CLEAN -OUT PORT DESIGN 2.0" SCH 80 26" X 38" X 18" DEEP BRASS NIPPLES COMPOSITE VALVE BOX & 90' ELBOWS W/ INTEGRAL BOTTOM & RESTRICTED ACCESS 17" X 30" LID FL DEP-LOCKABLE CONTROL PANEL 2. GROUT FILLET (1 TO 1 SLOPE TO "HOPPER" BOTTOM) GENERATOR RECEPTACLE 1. HOSE BIBB WITH REDUCED PRESSURE BACK FLOW PREVENTER (2) GAS -TIGHT SEAL OFFS 24" X 36" LOCKABLE (2) 02" CONDUITS (2) 6" X 6" X 9' L-INTEGRAL BOTTOM SLOPES TO WET WELL CONCRETE POSTS 2" X 2" RUBBER COUPLING (2) 2" FLEXIBLE RUBBER GROMMETS FOR DISCHARGE PIPES (2) SS LIFT CHAINS (2) 02" SCH 80 PVC DISCHARGE PIPES WET WELL - H-20 TRAFFIC RATED FIBERGLASS REINFORCED POLYESTER MONOLITHIC DESIGN ASTM D3753 (2) EBARA GRINDER PUMPS EBARA LM50 QDC GUIDE RAIL SYSTEM -FOR PUMP REMOVAL WITHOUT ENTERING WETWELL (OSHA & 10 STATES STANDARDS EQUIPMENT) (2) 50 X 50 FLANGE ELBOWS 6" X 6" FILLET (FACTORY INSTALLED FIBERGLASS) CONCRETE BALLAST AS REQUIRED (FIELD INSTALLED) (5.50' x 5.50' x 8.0") 1 F/G JUNCTION BOX HATCH SS HINGES AND () HARDWARE 300 PSF LOADING (6) HOOK SS BYPASS CONFORMS TO 02 VENT CABLE HOLDER 64-604.4(2)(A)F.A.C. FIELD INSTALL (2) �1" SS GUIDE RAIL BRACKETS DUCT SEAL LOCKING HASP am FIELD LOCATED to EL. 68.70 r INLET EL. 67.70 HIGH LEVEL ALARM EL. 67.20 LAG PUMP ON EL. 66.20 LEAD PUMP ON EL. 64.60 PUMP OFF EL. 63.10 BOTTOM 48"I.D. SECTI❑N ISOLATION VALVE AND UNIONS ALLOW FUTURE REPLACEMENT OF VALVES AND FITTINGS DISCHARGE 02" r SCH 80 PVC PIPE 11 13/32" 17 3/321 a _f EBARA SEWAGE GRINDER PUMP 48" DUPLEX GRINDER STATION - 2.00" PIPING W/SLIDE RAIL SYSTEM, V.B. & F.D.E.P. PANEL CONTROL PANEL -SHALL CONFORM TO FL DEP 64-604.42(A) SINGLE PHASE WIRING DIAGRAM CONTROL PANEL SHALL BE TSC MODEL 38-D IN NEMA 4X U-RED V-WHITE Y-BLACK ro Of FIBERGLASS ENCLOSURE. THE PANEL SHALL MEET STATE OF FLORIDA �•' DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP), ENVIRONMENTAL L" PROTECTION COMMISSION (EPC) AND LOCAL CODE REQUIREMENTS :�-W-Y ,1 ,�' °L.� �"' O GOVERNING PRIVATE LIFT STATIONS. P°Ip 1 C6 FLOAT AND � SWITCHES CONTROL SYSTEM SHALL BE UL LISTED CAPACITORS AND AND INTRINSICALLY SAFE. ALL COMPONENTS SHALL BE UL LISTED. RELAYS ARE I A JUNCTION BOX 15 REQUIRED, WITH SHOP POURED SEALS O PANEL MOUNTED (V W BETWEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS E`B Yw US 2 as � ENTRY INTO CONTROL PANEL. U OR PUMP z ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT ,,,, � WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODES. O a J THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT CONNECTION POINT "A" W SETTLING OR TIPPING. THREE PHASE WIRING DIAGRAM Q KCONTROL U-RED V-WHITE W-BLACK CL PANEL LAYOUT O�_u YI YBi 39 AL A PF SIL ,T us 1 a's � PIIYP, W EC8 YB7 MS 2 OL$ Q G R O OR PtIYPz Z N Q CONNECTION POINT "A" _ F 1 CCB ORB DR O INTERLOCK ' ° THERMAL i rrs a5 US 1 WI SAFETY DOOR B° 13t0 > ALUMINUM INNER E Q DOOR REINFORCED THERMAL z *TS as us ON ALL SIDES Bts B14~+ F i IQSEAL PROBE 1 C lA 811 B1$ F 3 R3 LLJ SEN. PROBE 2 ® MOISTURE ' I I IA815 816 1d,PL1.14 R2 SEAL FAIL 1 V / R MOISTURE 21 I ' w B SEAL FAIL ] `R1" R ' n V I O �ALTERNATOR DUPLEX Q CONTROLLER (2) SHOP POURED GAS W TIGHT SEALS 1 -1 /4" C:) APPLETON TO PREVENT J SEWER GAS ENTRY � INTO PANEL FR + Q5 ALTERNATOR B' 8" N� � \ DUPLEX �1 "�zB i � SEPARATE CONDUITS FL A` FLOAT �`•'""L STRIP REQUIRED BY NEC �„ i Al ,� 1 FLOAT CONTROL CABLES u°iBo°+ ' ,W ` CDNEMA 4X �1� PUMP POWER CABLES "„ R' � 12 X 12 FIBERGLASS X 6 R W B THERMALR PUYP1 1ERMNAL N B SEAL PIcRAp$ reR►'NAL n,ERYAL SEAL Bs B4 LEwo a AS8 R1 -1- JUNCTION BOPROBE®o ®oRo PROBE t>r FR 1 ^ LL W/ALUMINUM SUB RI PANEL TERMINAL AND (5) STRIPS PUMPS-- FURNISH (2) CONDUITS (V SHOWN OPEN FLOATS TO WET WELL 2' MIN PANEL WIRING DIAGRAM I FOR CLARITY z O Q PANELS SHALL CONFORM TO FLORIDA DEP 64-604 400 � LEGEND 10 GENERATOR RECEPTACLE FOR EMERGENCY AH ALARM HORN MCB MAIN CIRCUIT BREAKER POWER C❑NNECTI❑N WITH INTERL❑CK � AL ALARM LIGHT MS MOTOR STARTER W ASB Q ATS ALARM SILENCE BUTTON ALTERNATOR W/ TEST SWITCH N NEUTRAL 2 O SURGE PR❑TECTION AND LIGHTNING PROTECTION ❑N ALL INCOMING LEGS � OL'S OVERLOAD HEATERS z CCB CONTROL CIRCUIT BREAKER 03 PM PHASE MONITOR � PHASE PR❑TECTI❑N SHALL BE PR❑VIDED DR DUPLEX RECEPTACLE PTS PUMP TERMINAL STRIP � DRB DUPLEX RECEPTACLE BREAKER R RELAY ® SHAFT SEAL FAIL DETECTION � ECB EMERGENCY CIRCUIT BREAKER RC RUN CAPACITOR ETM ELAPSED TIME METER RD DISCHARGE RESISTOR Q5 ALTERNATOR w/ TEST SWITCH X F FUSE RL PUMP RUN INDICATORS W FL FLASHER RTS REGULATOR TERMINAL STRIP PANEL MANU. SHALL BE A 'UL' LISTED SHOP. J FS FLOAT SWITCH (REGULATOR) SC START CAPACITOR NEC CODE REQUIRES SEPARATE 0- 10 GR GENERATOR RECEPTACLE ®SF SEAL FAIL (SHAFT) NEUTRAL AND GROUND WIRES � GIRD GROUND SR START RELAY 5 HP = 40 AMP SERVICE � HOA HAND -OFF -AUTO SELECTOR Q2 SP SURGE PROTECTOR LA LIGHTNING ARRESTOR TTS THERMAL TERMINAL STRIP MB MOTOR BREAKER 00 F,D.E.P. PANEL to n .0161 6 LLI 0 FLLI : ItCr E 0% 1� v �`0ooi .� � u SHEET #: LS OF LS %.i ! r ! v' ! %./ r r r ♦ v r r r I < v V %./ V/ I I I' i \I 11 . V L- f- 4 i.-I \V ! ' . . - v v v v v • • . • y • - - . .. - . PASCO COUNTY PARCEL IDENTIFICATION: 19-26-22-0010-00000-0070 bottom of ditch 73.35 top of bank ditch 1. 021, continues x 74.05 71.29 3.82 73.65 \��\ 73.85 x74.14 top of bank �� top of bank 71.42 11> 73.43 \ 71.01 73.95 // LOT 6 / x 73.69 / 4.45 / ZONE "AE" (EL 74.2) x 74.89 APPROXIMATE ' 74.32 74.34 FLOOD ZONE LINE 71 "// x 75.40 / /~ Ste• 74.98 S S, 74.194.66 6'st2si a ' x 74.78 x 76.15 / h / a F � top of bank ,/ 71.22 ,/74.33 a 9 x 76.x 8 12"14"16" ,`� �`S� storm 77.0; (CONNECTED AT BASE) 'IfJ 76.54 , 74.68 inlet 71.32 / x 75.70 DIRT MOUND I 76.3< 74.00 //' /' 75.57 (HEIGHT VARIES) 1 / 75.�9 71.12 18 , 18'; 18';20" 74.95 ZONE 'X" // 0k 75.22 / (CONNECTED AT BASE) 75.09 76.83 6.6 76.46 24 €c^syr�, I G / 71.30 74.52 4.B6 x 75.15 ,/ 6.49 74.62 /' / / 75.02 74.40 / / 75.01 75.28// LOT 8 // 71.07 �/' ZONE 'AE" ZONE 'A" /// / 6.7 ap ximate bottom of (EL 74.2) 16", 6.61 76.45 exterior of dirt mound / � 30.00' DRAINAGE /' ra. /' x 74.63 APPROXIMATE x 74.54 ro`L FLOOD ZONE LINE / EASEMENT / 6�ra• 714$1 / 6.37 � / / / / 7443 x 74.57 74.94 / ./ , / / x 74.42 �6.5 ,/ / x 74.68 74.86 , 71.60 // /' / STORM MAN HOLE ,/ top of bank // Alt, / 0.00' DRAINAGE x 74.20 TOP=76.52' / 6.4 / / •�j�' •'� EASEMENT ZONE ' 4E" /' • N ' � 71. 53, 74.51 (EL 74.2) � � , 60.00' / � / / , / \tK / ZONE 'AE" x75.()1 % 16 74.07 / /' \ / / / (EL 74.2) 8 " 76.42 /' / G // 71.03 LOT 7 / x 74.43 top of bank 2.0824 ACRES x 74.43 ,/ 6.1 75.96 / /// 74.38 x 73.76 /,/' P�176.13 74.76 (VACANT) / / 6.01 / x 74.75 74.84� / ,�o , / x 74.29 / 75.00 , / 6\ ,/ 74.44 26"IS TYPICAL // 6.01 Q�pyQ� top of bank /i' 71.191/' APPROXIMATE 2' CONCRETE GUTTER , 5.97 / h° yk APPROXIMATE 'f �� ,�/ FLOOD ZONE LINE 76.03 //, 75 8 76.04 1 24 FLOOD ZONE LiNE // P 73.57 x 74.20 x 74.45 74.74 /' 5.81 / /' / ,Vo e5 0� , / ZONE 'AE" x ' `Q 74.94 / / Se, 71.43'' 74.8 75.86 / (EL 74.2) top of bank � /' / S.7 / 72.27 �e / x 74.66 / 75.571 75.63 74.87 / , 5.85 0 �` / x 74.69 storm / 2.88 e� <e / // x 74.20 �� inlet ' TBM#2 75.73 ,� - 6e / // /' 5.69 SET MAG NAIL ' 601\ / 74.47 ZONE 'X" �� `x 741KO 75.47 ' ELEVATION=75.74'(NAVD 1988) 75.57 72/38 ,� � J / 10.00' UTILITY / 6 20 75.60 75.7 2.9� /' vault with metal lid x 74.54 EASEMENT -� 5 7 / 75.61 6. 7 �g (use not known by this surveyor) J(\a // 75775. 58 \ 75.9 C1 $ 74.53 x 74.44 x 74.82 �t0 01 '83 throat=75.05' (3)15"x24" reinforced 82 `9 �� electric transformer x75.17 // / concrete pipes 75.96 63 on concrete pad 74.98 0, et�e/ 76.0 x 74.44 5 /16.2 75.57 75.76\( 2 ZONE 'X" / 0� C� , x 77 x 74.25 �( X.` 75.8 b� / / 76.1 invert=72.62' `S�- cS` `' (� / 75.97 �� 5 t� 75.38 / invert=72.66' 75.89 ��� 6.37 `�\ 10.00' UTILITY �a�.�t`0 //' /X 76.18 L EASEMENT °0 0� invert=72.49' �so�G, x 74.38 �1 y�te # oo 6: 1 a 9e a / - 76.6 TBM 1 o �j�?� x 74.46 0C �J cp �p/ x / 75.94 FOUND NAIL & DISC 55 r�A �o 76� 765 ?ems ��J ae�a[ 75 195,,,09 Z 5' 76.4076.25 STAMPED PCP BROWN 3555 ELEVATION=76. 19'(NAVD 1988) A'�y �'oJ�\ 5`A x 6.6 74.76 / X76.50 76.15 ��Fy 6.41 \ 77.0 76.62 / 76.21 76.36 C 1 76.7 76.64 76.8 76.9� 776.94 CLEAR SITE TRIANGLE 76.74 76.89 76 75 PER PLAT FOR ALL CORNER LOTS / s.75 (SEE PLAT FOR RESTRICTIONS) 76.69 77.00 6.56 TBM#3 76.52 FOUND NAIL & DISC 76.56 x .85 STAMPED PCP BROWN 3555 ELEVATION=77.00'(NAVD 1988) 7629 CERTIFICATIONS THI = SURVEY IS CERTIFIED TO: - P RK PLACE SEVEN, LLC - C nterState Bank, N.A. -Premium Title, Inc. -011 Republic Notional Title Insurance Company 30 i.4; /11 76. 76.45 - throat=75.90' centerline CURVE TABLE CURVE LENGTH RADIUS CHORD BEARING CHORD DELTA C 16 P 49.53' 35.00' N87'29'45 "W 45.50' 81 '04'31 " C33 P 813.51 ' 2493.32' S43'48'03"W 809.90, 18'41 '39" C48 P 594.73' 2468.32' S45'03'51 "W 593.24' 13'48'18" C49 P 37.64 773.27' N45'33'49"W 37.63' 02*47'19" C 16 M 49.601 35.00' N87*2532 "W 45.56' 81 ' 12' 16" C33 M 813.37' 2493.32' S43'48'11 "W 809.77' 18'41'28" C48 M 594.72' 2468.32' S45'04'00"W 593.29' 13'48'18" C49 M 37.57' 773.27' N45'29'44"W 1 37.57' 1 02'47'01 " TREE LEGEND i lo"S = OAK TREE AND SIZE DENOTED 10" ® = PINE TREE AND SIZE 8 0 = CYPRESS TREE AND SIZE ( IN FEET ) I inch = 40 ft. LEGEND OF SYMBOLS AND ABBREVIATIONS (M) = FIELD MEASUREMENT \ (P) = PER PLAT = ASPHALT PAVEMENT = CONCRETE �D = STORM/DRAINAGE MAN HOLE = SPOT ELEVATION TBM = TEMPORARY BENCH MARK NAVD = NORTH AMERiCAN VERTICAL DATUM = TRAFFIC SIGN(AS NOTED) = CONCRETE LIGHT POLE WITH ELECTRIC HAND HOLE AT BASE. = FOUND 4 "X4" CONCRETE MONUMENT STAMPED LB 6816 FIRM O = FOUND 1/2" IRON ROD STAMPED 'BROWN PLS 3555" o = FOUND NAIL AND DISC STAMPED " PCP PLS 3555" = FIRE HYDRANT SURVEYORS NOTES 1. The Survey shown hereon was prepared without the benefit of a Title Commitment. 2. For the use of this Survey a Platted bearing of North 46'5729" West was used along the center line of Trump Place.(Permonent control points) 3. The location of utilities shown hereon are from observed evidence of above ground appurtenances only. The Surveyor was not provided with underground plans to determine the location of any subterranean uses. Some utilities may have been obstructed from view (e.g.. debris or vehicles on top of) 4. This Survey was conducted for the purpose of a Boundary and Topographic Survey only, and is not intended to delineate the regulatory jurisdiction of any Federal, State, Regional or local Agency, Board, Commission or other similar entity. 5. No underground installations or improvements have been located except as noted. 6. No instruments of record reflecting Easements, Setbacks, Restrictions, Rights of Way, and or Ownership were furnished to this Surveyor except as shown. 7. Fences shown hereon were only located at starting and ending points and may meander between points located. (ownership not determined by this survey) 8. All Official Record Book and Page numbers pertain to the Public Records of Pasco County, Florida. 9. The description for this survey was written by this surveyor. 10. No evidence was observed or provided to this Surveyor of any Cemeteries or Burial Grounds existing on this site. 11. There were no observable evidence that this site was used a solid waste dump, sump or sanitary landfill. 12. Said described property is located within an area having a Zone Designation "X'; 'A" & 'AE by the Flood Insurance Rate Map No. 12101 CO459F, with a date of identification of SEPTEMBER 26, 2014, which is the current Flood Insurance Rate Map for the community is which said property is situated. 13. There was no observable evidence or information provided to this surveyor of any proposed changes in street right of way lines and there was no observed evidence of any recent street or sidewalk construction or repairs. 14. Elevations shown hereon were based on National Geodetic Survey Survey Bench Mark s 682, pid DK5507, Said bench mark having a published elevation of 75.20' North American Vertical Datum of 1988. All elevations shown hereon are related to the North American Vertical Datum of 1988. DESCRIPTION Lot 7, PARK PLACE CENTER, as recorded in Plat Book 65, Pages 77 through 80 of the Public Records of Pasco County, Florida. REVISIONS I 6�'��' (2 7 PETER J. LEMAY STATE OF FLORIDA SURVEY & MAPPER NO. 6017 3 0312712018 ADDED CERTIFICATIONS PJL "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." ADDITIONS 2 02127120181 ADDED TREES PJL OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE 1 06 22 2016 REVISED ELEVATIONS PJL SIGNING PARTY OR PARTIES iS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. NO. DATE I DESCRIPTION BY SHEET 1 OF 1 LICENSE BUSINESS NUMBER 7356 34431 LEMAY DRIVE ZEPHYRHiLLS, FL 33543 TELEPHONE (813) 779-7123 DRAWN BY PJL FIELD DATE 0511612016 PARTY CHIEF PJL COMPLETION CHECKED BY I PJL JOB NO. 16030 i-----------------------------------------------------------------� =mom N r (� N A x -0,..0 w Co w < w -n O G� -n cfl Z) Z —dzX:j — I i- Zrn� I -j y I -- _ - --- ---- -- --- - - - - - - - - - - - - - - - -- - - - -------- - _ �I ❑ ��� it// � •D X I ❑ �� Q I Ad e• `y I J II m c \\\---------------- T- •r mr Z PROPOSED N D! — 1 O o � — , 1 STY BUILDIN I i 0 �0 F7 10, 000- SF � I tt ttit `N Fri I I ! JY Cf) 0 (-n O (/ m 0 _. ---———————————— --- t I � ; �. ��, �' ,,,�. ���� I Ill /� - •� �• � . e. —_ 10.0 UTILITY E IST. 2.5»�M — — EA EMENT CH40) _ _._. ..... 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