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HomeMy WebLinkAbout10-11147 CITY OF ZEPHYRHILLS 5335 - 8TH STREET ' (813)780 -0020. 11147 BUILDING PERMIT Permit Number: 11147 Address: 39616 SOUTH AVE 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: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 12- 26 -21- 0000 - 04900 -0100 Improv. Cost: 84,500.00 Date Issued: 1/21/2011 Name: CITY OF ZEPHYRHILLS Total Fees: 3,144.97 Address: 5335 8TH ST Amount Paid: 3,144.97 ZEPHYRHILLS, FL. 33542 Date Paid: 1/21/2011 Phone: (813)782 -9442 gpipiumplompirplommummipaggrappmw Work Desc: CONSTRUCTION 75 X 100 STEEL BUILDING HANGAR MARTIN ELECTRIC ELECTRICAL FEE 0.00 WATER CONNECTION COMMERC 42.38 CHRIS BAHR PLUMBING PLUMBING FEE 0.00 MECHANICAL FEE WATER METER RES 3/4" 0.00 308.70 POLICE IMPACT FEE 1,222.50 FIRE IMPACT FEE 1,312.50 PUBLIC SAFETY 5% 126.75 FIRE PLAN REVIEW FEES 0.00 POk--/ ✓ J FOOTER BOND DUCTS INSULATED SEWER ROUGH ELECTRIC LINTEL MISC. 1ST ROUGH PLUMB PRE -METER MISC MISC. INSULATION INSTALLED NSULATION WALL MISC. WATER MISC PRE -SLAB SHEATHING DRIVEWAY CONSTRUCTION POLE FRAME MISC. MISC. MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting n from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to 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." 662-- 20 . 4 41 A jA/Lf --/i 4.-e-(_,LX__.- CONTRACTOR IGNATURE • PERMIT OFFI FrR PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER GL STEVE CONSTRUCTION 39616 SOUTH AVE - PERMIT #11147 HANGAR NEW STEEL BUILDING 7,500 SQ FT t.oiumn es SQ. FEET PRICE MAIN OR LIVING: 7,500 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ - FEE SHEET $ - ADDRESS DRIVEWAY BUILDING: $ - FEE WAIVED ELECTRICAL: $ - FEE WAIVED PLUMBING: $ - FEE WAIVED MECHANICAL: $ - FEE WAIVED SUB -TOTAL $ - RADON: TOTAL $ - FEE WAIVED SEWER: $ 132.14 BASED ON 2 PLANES WATER: $ 42.38 IRRIGATION: $ TOTAL: $ 174.52 WATER METER: $ 308.70 3/4' IRRIGATION METER $ N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 450.00 INSPECTION TOTAL: $ - PERMIT TOTAL TOTAL:_ $ - FEE WAIVED PUBLIC SAFETY IMPACT FEES POLICE $ 1,222.50 FIRE $ 1,312.50 5% $ 126.75 TOTAL: $ 2,661.75 SUB -TOTAL $ 3,144.97 PARK IMPACT FEES $ - N/A SIF'S: 100.0% $ - 1.0% $ - TOTAL: $ - N/A TIF'S: N/A 99% $ - 1% $ - TOTAL: $ 3,144.97 GL STEVE CONSTRUCTION 39616 SOUTH AVE - PERMIT #11147 HANGAR NEW STEEL BUILDING 7,500 SQ FT column rs SQ. FEET PRICE MAIN OR LIVING: 7,500 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ - FEE SHEET $ - ADDRESS DRIVEWAY BUILDING: $ - FEE WAIVED ELECTRICAL: $ - FEE WAIVED PLUMBING: $ - FEE WAIVED MECHANICAL: $ - FEE WAIVED SUB -TOTAL $ - RADON: TOTAL $ - FEE WAIVED SEWER: $ 132.14 BASED ON 2 PLANES WATER: $ 42.38 IRRIGATION: $ - TOTAL: $ 174.52 WATER METER: $ 308.70 3/4' IRRIGATION METER $ N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 450.00 INSPECTION TOTAL: $ - PERMIT TOTAL TOTAL: $ - FEE WAIVED PUBLIC SAFETY IMPACT FEES POLICE $ 1,222.50 FIRE $ 1,312.50 5% $ 126.75 TOTAL: $ 2,661.75 SUB -TOTAL $ 3,144.97 PARK IMPACT FEES I $ - N/A SIF'S: 100.0% $ - 1.0% $ - TOTAL: $ - N/A TIF'S: N/A 99% $ - 1% $ - I TOTAL: $ 3,144.97 Jac ueline Bo es From: Jacqueline Boges lent: Thursday, May 19, 2011 1:30 PM fo: Kerry Barnett; Bruce Sellars; Shane LeBlanc; Todd Vandeberg; RJ Keetch Cc: Ccbject: David Henderson; Rick Moore FINAL REQUESTED FOR 39616 SOUTH AVE Greeting Everyone, The below property is requesting a Final inspection. Please advise if your review/ inspection will be delayed. We will need your comments and / or signature placed in our Development Order Book located in the Building Department. Thank you Name of Business: City of Zephyrhills Address: 39616 South Ave Contractor: GL Steve Construction Jackie Boges Code Support Specialist 'XI. 3513 i Date: October 25, 2010 To: SPR Committee From: R7Keetch Re: October 2010 SPR meeting minutes (special meeting) Attendance: David Henderson, Kalvin Switzer, Rick Moore, RJKeetch, Mayor McDuffie, Kerry Barnett, Chief Shears, Todd Vandeberg, Trina Sweet, Steve Spina, Chief Williams 1. Site Plans submitted for Airport Hanger for Ron Roma. The item is approved per the following conditions: • SWFWMD approval prior to D.O. or exemption of SWFWMD requirements • Building, Fire, and Utilities may have additional comments during their review period (building permits). a f'I r�r1 City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: 6/ __S Date Received: /U_ 5 - l0 Site: D9 % 6 50,4 /ie- Permit T yp e: /e2e0 s/ee/ 6,, S Ff" /7 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. 2_ (2) K. gin Swi •lans Examiner Date Contractor and/or Homeowner (Required when comments are present) 39616 South Ave Plan Review Comments: 1. F.F.E. shall be a minimum 8" above road elevation or to the engineered site plan. 2. Tie -in survey required before pre -slab inspection to show elevation. 3. Compaction test required. 4. All property markers to be exposed before first inspection. 5. All glazing requirements to be met per chapter 24 of the F.B.C. 6. All means of egress are to be per chapter 10 of the F.B.C. 7. No plumbing, mechanical, electric, or framing shall be cover with inspection first. 8. Inspection and approval shall be done before any concrete is poured. 9. All handicap and A.D.A. codes and requirement shall be met. 10. All welds, if any, shall be inspected by an independent engineering company, and a copy of their report shall be given to the building department. 11. Water heater will require expansion tank. 12. "As built" plan will be required before final. F.F.E. — Finished Floor Elevation F.B.C. — Florida Building Code A.D.A. — Americans with Disabilities Act G.L. Steve Construction ` C uo44 Cra 37651 8th Ave. Zephyrhills, Fla . 33542 (813) 782-9442 OK 13Q November 15, 2010 City of Zephyrhills Building Department 5335 8 St. Zephyrhills, Fl 33542 RE: Ron Roma Hangar plans for Hangar at City Airport This is to inform you that the plans submitted on October 25th, 2010 do not show any man doors. We plan to include 2, one on each end of the building, depending on the location of the structural columns. Sincerely, ,c7 I Crary L : teve G.L. Steve Construction ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 • Chief Keith Williams Bus (813)780 -0041 Fax (813)780 -0044 FIRE SERVICE USER FEES Occupancy No.: Plan No.: i'.-- /�tg' Contractor: 6 L c a CA Business Name: Billing Address: `7�,.S7 g-� Ps Business Address: ft'��..' r ��r kk`■i 1 C� , :C Business Phone No: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: PLAN REVIEW FEES INSPECTION FEES _ PERMIT FEE _ FALSE ALARM FEE Site Plan N/C ^ Annual N/C Sprinkler $50 1st Alarm N/C Multi - Family /Commercial 06 sf 1st Re inspection N/C ~_ Standpipes $50 2nd Alarm N/C (Minimum Charge $25.00 2nd Re- inspection $100 Fire Pump $50 3rd Alarm N/C 0 Plan Revisions DBL 3rd Re- inspection $250 r Hoods $50 4th Alarm s ic0 — — — $100 _ 4th Re- Inspection $500 _ Fire Alarm $50 — 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until LP Gas $50 6th Alarm 0 - 25 Heads $ _ $50 violations corrected) Natural Gas $50 NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS — Fuel Tanks- per tank 550 _ STANDPIPE SYSTEM _— Hydro Undergrounds $ Sparklers $100 0 Per Riser $50 — Hydrostatic Test $65 per system — Fire Works $500 — FIRE PUMP _ Acceptance Test $45 per system Camp Fire $25 0 Per Pump $100 _ Hydrant Flow $75 Controlled Burn $100 _ FIRE ALARM SYSTEM ^ Hood /Duct $50 — 0 - 25 Devices $50 — FIRE ALARM SYSTEM Place of Assembly $50 Annual _ 26 plus Devices $100 — System Acceptance $50 _` Fire Protection $25 SUPPRESSION SYSTEMS _ Recall Acceptance $50 Flammable Application $50 Annual — Wet $50 — OTHER — Waste Tire Storage $50 Annual _ Dry $50 — Fire Wall /Smoke Wal $1 per wal — Generator < KW $100 — CO2 $50 _ LP Gas $25 per tank — Generator >30 KW 150 Other $50 _ Natural Gas $25 per system _ Bio-Hazard Waste $100 Annual KITCHEN EXHAUST Fumigation Tenting $50 Hood /Ducts $50 _ Tent 10'0' or greater $15 per tent - x1 Torch Pot/Applied $50 OTHER Fire Pump $45 Haz. Materials $1 �0 Annual _ LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 _ Exhaust Hood /Duct $30 Natural Gas Installation $50 _ Re- inspection DBL (Per System) (other than annual) El Spray Booth $50 [] Inspection scheduled DBL and cancelled less than _ _ 24 hours Construction Insp. N/C — _ Emergency Vehicle Ac $50 FALSE ALARM PLANS TOTAL I W "" INSPECTION TOTAL! ! PERMIT TOTAL! ! TOTAL GRAND TOTAL Q . Comments: Date: // / /' Insg�1ctor: '� ice" - , al • Jacqueline Boges To: Todd Vandeberg Subject: RE: Airport Hangar THANKS TODD From: Todd Vandeberg Sent: Monday, October 25, 2010 2:30 PM To: Jacqueline Boges Subject: Airport Hangar Jackie, The SPR Committee just approved the site plan for the hangar out at the airport with the 2 conditions: 1.) Site plan approval is contingent on obtaining SWFWMD permit / exemption; 2.) Applicant shall be required to submit and obtain approval of permit / construction plans of the proposed hangar to the City of Zephyrhills. Todd Vande Berg Director of Development City of Zephyrhills 813 - 780 -0006 vandeberg@ci.zephyrhills.fl.us 1 1 111111 11111 11111 11111 1111111111 I I I I I I I i l l I I I I 1 11111 1111 1111 2010154623 • Rcpt :1332568 Rec: 10 D5: 0.00 IT: 0.00 10 /25/10 C. Cook, Dpty k 10 /25/10 8 S.0' CLERK C ler d COMPTROLLEI 1 o f 1 OR BK 4 1 1 P G 147 NOTICE OF COMMENCEMENT g Permit No. Property Identification No. 1 - 2 " rq6 -9_1 ... 0 Cc(- 0 µ W 7 00 -01 cor , THE UNDERSIGNED hereby give informs you that the improvement will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property (legal description :) e . f02, C2m AI i S2i Coe. ef JEC. / 71/ A J ? Or=b �- :5 7„ E /L a) Street Address: 39 LeI 1 0 , Soo 71-1 Av, 2 - Pr.. o fC 33c j So wn.. / ,�," 2.General description og improvements: 001 r o.(_) rrr 7s x1oo / STC_��z z. L rbi,U 7 `" ON/ 7 3.Owner Information a) Name and address: Win/ - JuivE. Earn l £e- J/ nu,e j . 2ZT S7 1.0 . i.01)01J _c T erv3A 3 b) Name and address of fee simple titleholder (if other than owner) 3 �c c) Interest in property 4.Contractor Information a) Name and address: C . L . ST-C1. ( _ • S T Q tr; C T r C� 76 5 / c 1 , ---Pc c l -LC c S ._ S Z b) Telephone No.: (1',,) *7g 2 - - 9 L 4 2_... Fax No. (Opt.) ( ) `78 L - cr Y- u- a 5.Surety Information a) Name and address: b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6.Lender a) Name and address: Phone No. 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF PASCO 4111 ' Q. Signal 'f Owner or Owner's Authorized O fficer/Director /Partner/Manager 1 01 Print Name The fore instrument was acknowledged before roe this c S day of � \,/ , 20 t 0 , by J 1 N , J , in fact for \ as 5e) ' ' (type of authority, e. , fficer, trustee, attorney (name of party on behalf of ' , m ins ent was exe ted). Personally Known OR Produced Identification ✓ Notary Signature Li \Q, ( V �i Type of Identification Produced � 5 Name (print) 5%01\010N—MC ' \ (` 3 Verification pursuant to Section 92.525, Florida Statutes. Under penaltie j a,, . erjury. I declar at I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. a It v VKL( FORMS /NOC,rvsd2007 Signature of Natural • erson Signing Above # + MY COMMISSIO 4 A. DAM DD 088025 • , EX ES: July 14, 2013 ji, ,' Bonded Tau Notary Public Underwriters Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (813) 780 -0041 Kerry Barnett Fax (813) 780 -0044 E -mail: kbarnett @fire.zephyrhills.fl.us Plan Review #: 11- 004(A) Project: Revision — Roma Ventures Aircraft Hangar Number of Pages: 10 January 21, 2011 I have received and reviewed the revised plans for the installation of an aircraft hangar located on parcel "D" of the airport. All items noted from the previous review have been complied with and noted on the new submission of plans. At this time the project will be allowed to move forward. The fee assessed for the review was at the rate of an initial review and contains no charge for revisions. Should anyone have any questions, please do not hesitate to contact me at your convenience. Inspections Required: 1. Ensure Bldg Dept inspects electric /static grounding 2. Ensure Bldg Dept inspects oil separator 3. A overall final will be conducted by this office KERRY BARNETT, 'I ri ARSHAL ** *Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a final approval of the • submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non - compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. . ZEPa YRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Williams Bus (813)780 -0041 Fax (813)780 -0044 FIRE SERVICE USER FEES Occupancy No.: • Plan No.: /#-,711.—<)e,./1/- Q s Contractor: 6 . L-. - 4,-, `e' -7 Business Name: / �L pr.(L 6* Billing Address: 76,5' / T � Business Address: -31 ,,, r 14. Sew s A- - hate) 2 -- j, L s �� & F-L. 3ij�itL Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: Eti PLAN REVIEW FEES INSPECTION FEES PERMIT FEE _ FALSE ALARM FEE Site Plan N/C ,Annual N/C _ _ Sprinkler $50 1st Alarm N/C Multi- FamBy/commercia .06 sf ' 1st Re inspection N/C _Standpipes $50 _^ 2nd Alarm N/C ` (Minimum Charge $25.11 II 2nd Re- inspection $100 _ Fire Pump $50 — 3rd Alarm N/C i Plan Revisions DBL , 3rd Re- inspection $250 _ Hoods $50 _ 4th Alarm $100 4th Re- Inspection $500 _ Fire Alarm $50 5th Alarm $150 — SPRINKLER SYSTEMS (Business closed until _ LP Gas $50 6th Alarm $200 0 - 25 Heads $50 violations corrected) — Natural Gas $50 _ NON COMPLIANCE $150 J 26 plus Heads $100 , SPRINKLER SYSTEMS r Fuel Tanks- per tank $50 STANDPIPE SYSTEM _ Hydro Undergrounds $45 Sparklers $100 I] Per Riser $50 ` Hydrostatic Test $65 per system ^ Fire Works $500 FIRE PUMP — Acceptance Test $45 per system _^ Camp Fire $25 El Per Pump $100 _ Hydrant Flow $75 Controlled Burn $100 — FIRE ALARM SYSTEM Hood/Duct $50 0 - 25 Devices $50 _ FIRE ALARM SYSTEM Place of Assembly $50 Annual 26 plus Devices $100 — System Acceptance $50 — Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 — Flammable Application $50 Annual Wet $50 — OTHER _ Waste Tire Storage $50 Amite! _ Dry $50 _ Fire Wall /Smoke Wall $15 per wall — Generator < KW $100 _ CO2 $50 _ LP Gas $25 per tank Generator >30 KW 150 Other $50 _ Natural Gas $25 per system ` Bio- Hazard Waste $100 Annual KITCHEN EXHAUST _ ~ Fumigation Tenting $50 — 0 Hood /Ducts $50 ` Tent 10'x10' or greater $15 per tent Torch Pot/Applied $50 OTHER _ Fire Pump $45 ` Haz. Materials $100 An,ual ^ LP Installation per tank $50 _ Fire Suppression $30 Fuel Tank Installation $50 System Acceptance (Per Tank) $50 — Exhaust Hood /Duct $30 El Natural Gas Installation $50 _ Re- inspection DBL (Per System) (other than annual) 0 Spray Booth $50 El Inspection scheduled DBL and cancelled less than _ 24 hours Construction Insp. N/C — Emergency Vehicle Acs $50 FALSE ALARM PLANS TOTAL y INSPECTION TOTAL _� PERMIT TOTAL _ � TOTAL GRAND TOTAL ifff - 4 Comments: Date: / /z/ / // Inspgctor: _7 lieu fr& • City , of Zephyrhills Water and Sewer Impact Fee Calculation Land Use Type: Airport No. of Passengers 2 No. of Employees per 8hr Shift Impact Fees Within City Limits Outside City Limits Water Distribution System $ 42.38 $ 52.98 Wastewater Collection System $ 85.18 $ 106.48 Wastewater Treatment Plant Capacity $ 47.71 $ 59.64 TOTAL $ 175.27 $ 219.09 PERFORMANCE BUSINESS PRODUCTS. INC. 813-719-8008 FAX 813-719-7919 CITY OF ZEPHYRHILLS ZEPHYRHILLS, FLORIDA WATER ACCT. NO. DATE I D -) OWN R/ kynA. /ezi ' / 4c r e� RENTEER MAI UNG 3 76 l / / S 746 z v X y 14, /Ks. 335V2- /_` SERVICE ADDRESS 3 9 W /'O C Tem a 'PA- WATER SHUT OFF SERVICE ❑ x, ;p SEWER TURN ON SERVICE ❑ GARBAGE INSTALL METER IN CITY READ METER ❑ ❑ OUT CITY CHECK METER ❑ No. OF UNITS OTHER ❑ DEPOSIT AMOUNT AMOUNT LAST BILL 3I / DATE MISC. CHARGE WORK COMPLETED BY ORDER TAKEN BY & DATE COMPLETED R GIVEN BY Retain white form in office at all times. Send pink & yellow forms to Water Service Dept. Water Service Dept. to sign yellow form & return to office. 3 10-18-'10 15:55 FROM-CITY OF ZEPHYRBILLS 8137800005 T-300 P0001/0001 F-400 Hydrant I e._•te" ?Q 111 e k•(--t. CITY OF ZEPHYRHILLS UTILITIES WORK ORDER. WATER ACCOUNT NO.: DATE: lc — i0 OWNER / RENTER: ‘1 MAILING ADDRESS: ... 5 s / - Z0 9 4 cf uc--C 33 -- S - Vc; SE ADDRESS: '‘,4 P4 C a 4 p R.:7- ...541/6 (56?-)7 SHUT OFF SERVICE Li g WATER FDk 41714 TURN ON SERVICE. ri �SEWER INSTALL METER I1 Si 'ze Y L GARf3AGE READ METER n ysi IN CITY CHECK METER r ..) OUT CITY OTHER fl • ,s 411 DESCRIBE OTHER: 0 -1 7 Y. ePor Dux 1 - 0 y, NUMBER OF UNITS DEPOSIT AMOUNT AMOUNT LAST BILL DATE MISC. CHARGE METER: FULL 1 IRRIGATION WORK COMPLETED BY & DATE ORDER TAKEN BY: COMPLETED ORDER GIVEN BY: ?( GL STEVE CONSTRUCTION 39616 SOUTH AVE - PERMIT #11147 HANGAR NEW STEEL BUILDING 7,500 SQ FT column es SQ. FEET PRICE MAIN OR LIVING: 7,500 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ - FEE SHEET $ - ADDRESS DRIVEWAY BUILDING: $ - FEE WAIVED ELECTRICAL: $ - FEE WAIVED PLUMBING: $ - FEE WAIVED MECHANICAL: $ - FEE WAIVED SUB -TOTAL $ - RADON: TOTAL $ - FEE WAIVED SEWER: $ 132.14 BASED ON 2 PLANES WATER: $ 42.38 IRRIGATION: $ - TOTAL: $ 174.52 WATER METER: $ 308.70 3/4' IRRIGATION METER $ N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 450.00 INSPECTION TOTAL: $ - PERMIT TOTAL TOTAL: $ 450.00 PUBLIC SAFETY IMPACT FEES POLICE $ 1,222.50 FIRE $ 1,312.50 5% $ 126.75 TOTAL: $ 2,661.75 SUB -TOTAL $ 3,594.97 PARK IMPACT FEES $ - N/A SIF'S: 100.0% $ - 1.0% $ - TOTAL: $ - N/A TIF'S: N/A 99% $ - 1% $ - I TOTAL: $ 3,594.97 GL STEVE CONSTRUCTION 39616 SOUTH AVE - PERMIT #11147 HANGAR NEW STEEL BUILDING 7,500 SQ FT . t.owmn rs SQ. FEET PRICE MAIN OR LIVING: 7,500 OTHER AREA UNDER ROOF: - $ 88.00 OTHER: - $ - VALUATION $ - FEE SHEET $ - ADDRESS DRIVEWAY BUILDING: $ - FEE WAIVED ELECTRICAL: $ - FEE WAIVED PLUMBING: $ - FEE WAIVED MECHANICAL: $ - FEE WAIVED SUB -TOTAL $ - RADON: TOTAL $ - FEE WAIVED SEWER: $ 132.14 BASED ON 2 PLANES WATER: $ 42.38 IRRIGATION: $ TOTAL: $ 174.52 WATER METER: $ 308.70 3/4' 0 IRRIGATION METER $ N/A FIRE DEPARTMENT FEES PLANS TOTAL: $ 450.00 INSPECTION TOTAL: $ - PERMIT TOTAL TOTAL: $ 450.00 PUBLIC SAFETY IMPACT FEES POLICE $ 1,222.50 FIRE $ 1,312.50 5% $ 126.75 TOTAL: $ 2,661.75 SUB -TOTAL $ 3,594.97 PARK IMPACT FEES $ - N/A SIPS: 100.0% $ - 1.0% $ - TOTAL: $ - N/A TIF'S: N/A 99% $ - 1% $ - I TOTAL: $ 3,594.97 Airport Hanger SQ. FEET PRICE MAIN OR LIVING: 7,500 OTHER AREA UNDER ROOF: - OTHER: - $ - VALUATION $ - FEE SHEET ADDRESS DRIVEWAY BUILDING: ELECTRICAL: $ - PLUMBING: $ - MECHANICAL: $ - SUB -TOTAL $ - building surcharge TOTAL $ - SEWER: $ 132.14 Based on 2 planes WATER: $ 42.38 IRRIGATION: $ - TOTAL: $ 174.52 WATER METER: $ IRRIGATION METER $ - 311.25 I 3/4 METER N/A FIRE DEPARTMENT FEES PLANS TOTAL: INSPECTION TOTAL: PERMIT TOTAL TOTAL: PUBLIC SAFETY IMPACT FEES POLICE $ 1,222.50 FIRE $ 1,312.50 5% $ 126.75 TOTAL: $ 2,661.75 SUB -TOTAL $ 3,147.52 I PARK IMPACT FEES $ - I SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: $ - TIF'S: 99% $ 1% $ - TOTAL: $ 3,147.52 I 813 - 780 -0020 City of Zephyrhills Permit Application Fax- 813 -780 -0021 Building Department _f / 1 ) 1 7 Date Received Phone Contact for Permittin s -- Owner's Name C. L. `J7cV ,& / / / L-' (_ i - L - ' Owner Phone Number `0 7' -'7 vv.).- Owner's Address 37C / '77- Z: icik?i,Ji 4.x s. Owner Phone Number r i Fee Simple Titleholder Name . Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS / es te, / ( c...4 O Z rbi 17 U Z �i�l '/2 / r Lc s W L . , 3 LOT # SUBDIVISION PARCEL ID# Ac2 -a26 -t2/- 0600 - d Saga Z7 - 7 /OCR (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR Fl ADD /ALT I 1 SIGN I 1 1 DEMOLISH INSTALL REPAIR PROPOSED USE I 1 SFR fl COMM I I OTHER I TYPE OF CONSTRUCTION n BLOCK El FRAME I I STEEL I I 1 I DESCRIPTION OF WORK COA1S CF 7S / X / l371 ' 5 T€7z / &--/ L Au- C .570k'f3‘L G'.Ord BUILDING SIZE -2 X / O D SQ FOOTAGE 7 HEIGHT 0 2 (., 1 / BUILDING $ "2S U VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ [ L -6-1') AMP SERVICE JC I PROGRESS ENERGY ( W.R.E.C. 7 >4PLUMBING $ / 0 - 1 Z.) 1 (MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 1 1 IGAS i I ROOFING [] SPECIALTY I I OTHER �i'rf I 10 - FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA 1 (YES NO BUILDER ` ��/ / COMPANY ( G L. STEVE L'O/ ) S7Z&C - 7 - ' 0 rt) SIGNATURE j 2z' r Xl rLC.�Q_ ... /C- /-S/� iREGISTERED 1 Y / N I FEE CURREN I Y / N Address _ 7(ls 'T /V � /// Z _A , _i3 L License # I ELECTRICIAN FO G� COMPANY mA,�a/,A Jt T,ejC SIGNATURE L� REGISTERED I Y/ N I FEE CURREN I Y/ N I Address . ' �) , License # I /..30 Z)f 3 F3 IIAMIIIMINIIMaiiIIY PLUMBER r /. � / �, / COMPANY C-S f. / / LL) f.3 /A) SIGNATURE REGISTERED I Y / N j FEE CURREI ■ I Y/ N I Address ( I CF /7 , 6 (�Yf- License # C T ! MECHANICAL COMPANY I SIGNATURE REGISTERED I Y/ N j FEE CURREN I Y/ N I Address License # I OTHER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURREN I Y/ N I Address License # RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O -W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions /large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required 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 PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades 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 regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division— Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. 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. Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for Tots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to . violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR TWICE PAYING LENDER OR AN ATTORNEY FINANCING, CONSULT BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. WITH YOUR FLORIDA JURAT (F.S. 117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to (or affirmed ) before me this Su� cribed d sworn tg (or affirmed) befor me ,this by ( /a by,) ps. e.„0 Y Who Is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as n. as identification. s identificati �..� • f. ES „ Notary Public Notary Public , mISS' •' ' .: ? , 1 . p �mber 12, 2010 Commission No Comry(is' ' .a Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped STATEMENT OF COMPLETION AND REQUEST FOR �` F ' TRANSFER TO OPERATION ENTITY 4 • _ SOUTHWEST FLORIDA • s,\ ■ = " WATER MANAGEMENT DISTRICT ' 2379 BROAD STREET, BROOKSVILLE, FL 34604 -6899 (352) 796 -7211 OR FLORIDA WATS 1 (800) 423 -1476 Within 30 days after completion of construction of the surface water management system, the owner or authorized agent must submit the original plus one copy of this form and two complete sets of certified as -built drawings for the surface water management system structures and appurtenances. Upon receipt, this Statement of Completion will be reviewed and the system may be inspected for compliance with the approved permit and as- built drawings. The operation phase of this permit is effective when the Statement of Completion form is signed by an authorized District representative. 1. SURFACE WATER MANAGEMENT SYSTEM INFORMATION: Permit No.: 645645 County: PASCO Project Name: ZEPHYRHILLS AIRPORT TRACT D Permittee: ZEPHYRHILLS MUNICIPAL AIRPORT Address: 39450 SOUTH AVENUE City, State, Zip: ZEPHYRHIILLS, FLORIDA 33542 Telephone: ( 813 ) 788 -4902 2. I HEREBY CERTIFY THAT (please choose accurately and check Only one box): n A. At the time of final inspection, the surface water management system was completed substantially in accordance with the permitted construction plans and information. Any minor deviations from the permitting plans and specifications will not prevent the system from functioning in compliance with the requirements of Chapters 40D-4 and 40D -40, Florida Administrative Code (F.A.C.). (The as -built drawings and information submitted to the District shall confirm this certification.) 0 B. At the time of final inspection, the system was NOT completed in substantial conformance with the permitted construction plans and information. (The registered professional engineer shall describe the deviation(s) in writing, and provide confirming depiction on the as -built drawings and information.) This certification shall be verified by TWO COPIES of attached "as- built' drawings (as -built drawings must be signed, dated a d sealed by a Florida Registered Professional Engineer or Professional Land Surveyor and Mapper, as r uired by State Law). By: �_� WII 1 IAM F. CARTER. P.E. 41852 Signature of Engineer of Record Name (please type) Fla. P.E. Reg. No. • FFIX AL • WFC ENGINEERING, INC. �/� � �/ Company Name Date: 14918 KNOTTY PINE PLACE /dd /yy Company Address Phone: ( 813 ) 264 -7650 TAMPA, FLORIDA 33625 City, State, Zip FORM 547.27/SOC (4/09) Rule 40D- 4.351(2)(a)1., F.A.C. Page 1 of 3 ' 3. NOTIFICATION OF COMPLETION: The District is hereby notified that construction of the surface water management system is completed, and the Permittee requests that the surface water management permit be transferred to the Legal entity (individual owner or corporate) responsible for operation and maintenance (O &M) as named in Section 4. An authorized agent must submit a letter of authorization from the permittee authorizing him or her to e cute this Notification. By: ,�-- ,,v�. �ivli4'iJ' ►� �� /1 f2r�/�aj" Signature of Permittee or Authorized Agent Name and Title (please type) 645645 ZEPHYRHILLS MUNICIPAL AIRPORT • Permit Number Company Name 39450 SOUTH AVENUE Company Address ZEPHYRHILLS, FLORIDA 33542 City, State, Zip 4. AGREEMENT FOR SYSTEM OPERATION AND MAINTENANCE RESPONSIBILITY: The below -named legal entity responsible for O &M agrees to operate and maintain the surface water management system in compliance with all permit conditions and the provisions of Chapters 400-4 and 40D -40, F.A.C. An authorized agent must submit a letter of authorization from the owner or other legal entity authorizing him or her to execute this agreement. By: ZEPHYRHILLS MUNICIPAL AIRPORT Sig -ture of Representative of Acceptable Name of Owner or Other Acceptable O &M Entity or Authorized Agent Legal Entity for O &M /0: d� i,�✓ �, 4..r � N. /� 39450 SOUTH AVENUE Name and Title (please type) Address 645645 ZEPHYRHILLS, FLORIDA 33542 Permit Number City, State, Zip Phone Date RESPONSIBILITY FOR OPERATION AND MAINTENANCE MAY BE TRANSFERRED TO ANOTHER ENTITY ONLY UPON WRITTEN NOTICE AND APPROVAL BY THE DISTRICT IN ACCORDANCE WITH RULE 40D- 4.351, F.A.C. AGENCY USE ONLY OPERATION AUTHORIZATION: Based upon the certification by the Engineer of Record in Section 2., and the notice of completion in Section 3., the responsibility for operation and maintenance of the system is transferred to the legal entity named in Section 4., and the operation phase of this permit is effective on the date indicated below. SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT: Authorized District Representative Name and Title Effective Date (mm /dd /yyyy) Permit Number FORM 547.27/SOC (4/09) Rule 40D- 4.351(2)(a)1., F.A.C. Page 2 of 3 • AS -BUILT DRAWINGS AND INFORMATION CHECKLIST Following is a list of information that is to be verified and submitted by the Engineer of Record in support of the Statement of Completion. 1. On behalf of the permittee, the Engineer shall certify that: a. At the time of final inspection, the surface water management system was completed substantially in accordance with the permitted construction plans and information. Any minor deviations from the permitting plans and specifications will not prevent the system from functioning in compliance with the requirements of Chapters 40D-4 and 40D -40, F.A.C. (The as -built drawings and information submitted to the District shall confirm this certification.); or b. At the time of final inspection, the system was NOT completed in substantial conformance with the permitted construction plans and information. (The registered professional engineer shall describe the deviation(s) in writing, and provide confirming depiction on the as -built drawings and information.) 2. The Engineer's certification shall be based upon on -site observation of construction (scheduled and conducted by the professional engineer of record or by a project representative under direct supervision) and review of as -built drawings, with field measurements and verification as needed, for the purpose of determining if the work was completed in accordance with original permitted construction plans, information and specifications. 3. The as -built drawings are to be based on the District permitted construction drawings revised to reflect any changes made during construction. Both the original design and constructed condition must be clearly shown. The plans need to be clearly labeled as "as- built' or "record" drawings. As required by law, all surveyed dimensions and elevations required shall be verified and signed, dated and sealed by a Florida registered professional surveyor and mapper or professional engineer. The following information, at a minimum, shall be verified on the as -built drawings, and supplemental documents if needed: a. Discharge structures - Locations, dimensions and elevations of all, including weirs, orifices, gates, pumps, pipes, and oil and grease skimmers; b. Side bank and underdrain filters, or exfiltration trenches - locations, dimensions and elevations of all, including clean -outs, pipes, connections to control structures and points of discharge to receiving waters; c. Storage areas for treatment and attenuation - dimensions, elevations, contours or cross - sections of all, sufficient to determine stage - storage relationships of the storage area and the permanent pool depth and volume below the control elevation for normally wet systems; d. System grading - dimensions, elevations, contours, final grades or cross - sections to determine contributing drainage areas, flow directions and conveyance of runoff to the system discharge point(s); e. Conveyance - dimensions, elevations, contours, final grades or cross - sections of systems utilized to divert off -site runoff around or through the new system; f. Water levels - existing water elevation(s) and the date determined; g. Benchmark(s) - location and description (minimum of one per major water control structure); and h. Wetland mitigation or restoration areas - Show the plan view of all areas, depicting a spatial distribution of plantings conducted by zone (if plantings are required by permit), with a list showing all species planted in each zone, numbers of each species, sizes, date(s) planted and identification of source of material; also provide the dimensions, elevations, contours and representative cross - sections depicting the construction. 4. Submit the final subdivision plat or other legal documents, as recorded in the county public records, showing dedicated rights -of -way, easement locations and special use areas that are reserved for water management purposes and continuing operation and maintenance. 5. Additional information will be shown on the as -built drawings or otherwise provided as needed to verify and support the Statement of Completion (example: home owners association final documents, and other items required by permitting conditions.) FORM 547.27/SOC (4/09) Rule 40D- 4.351(2)(a)1., F.A.C. Page 3 of 3 - 2379 Broad Street, Brooksville, Florida 34604 -6899 • • \• i W ater Management District (352) 796 -7211 or 1-800-423-1476 (FL only) t )L SUNCOM 628 -4150 TDD only 1- 800 - 231 -6103 (FL only) \ ° /1 On the Internet at: WaterMatters.org Bartow Service Office Sarasota Service Office Tampa Service Office An Equal 170 Century Boulevard 6750 Fruitville Road 7601 Highway 301 North Opportunity Bartow, Florida 33830 -7700 Sarasota, Florida 34240 -9711 Tampa, Florida 33637 -6759 Employer (863) 534 -1448 or (941) 377 -3722 or (81 1-800-836-0797 ) 5- 1 or only) (FL only) 1 -800- 320 -3503 (FL only) May 13, 2011 Zephyrhills Municipal Airport Authority 39450 South Ave, Box 2 ATTN: Trina Sweet Zephyrhills, FL 33540 Subject: Notice of Final Agency Action for Approval ERP General Construction Project Name: Zephyrhills Municipal Airport - Ron Roma Hangar Parcel D App ID /Permit No: 645645 / 44014227.006 County: PASCO Sec/Twp /Rge: S12/T26S/R21 E, S13/T26S/R21 E Dear Permittee(s): This letter constitutes notice of Final Agency Action for approval of the permit referenced above. Final approval is contingent upon no objection to the District's action being received by the District within the time frames described below. You or any person whose substantial interests are affected by the District's action regarding a permit may request an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statutes, (F.S.), and Chapter 28 -106, Florida Administrative Code, (F.A.C.), of the Uniform Rules of Procedure. A request for hearing must: (1) explain how the substantial interests of each person requesting the hearing will be affected by the District's action, or proposed action, (2) state all material facts disputed by the person requesting the hearing or state that there are no disputed facts, and (3) otherwise comply with Chapter 28 -106, F.A. Copies of Sections 28- 106.201 and 28- 106.301, F.A.C. are enclosed for your reference. A request for hearing must be filed with (received by) the Agency Clerk of the District at the District's Brooksville address within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on which this notice is deposited in the United States mail. Failure to file a request for hearing within this time period shall constitute a waiver of any right you or such person may have to request a hearing under Sections 120.569 and 120.57, F.S. Mediation pursuant to Section 120.573, F.S., to settle an administrative dispute regarding the District's action in this matter is not available prior to the filing of a request for hearing. Enclosed is a "Noticing Packet" that provides information regarding the District Rule 40D- 1.1010, F.A.C., which addresses the notification of persons whose substantial interests may be affected by the District's action in this matter. The packet contains guidelines on how to provide notice of the District's action, and a notice that you may use. Approved construction plans are part of the permit, and construction must be in accordance with these plans. These drawings are available for viewing or downloading at www.watermatters.orq. App ID /Permit No:645645 / 44014227.006 Page 2 May 13, 2011 If you have questions, please contact Robin McGill, at the Tampa Service Office, extension 2072. For assistance with environmental concerns, please contact Bill Copeland, extension 2029. Sincerely, Alba E. Mae, P.E., Director Tampa Regulation Department Enclosures: Approved Permit w /Conditions Attached Statement of Completion Notice of Authorization to Commence Construction Noticing Packet (42.00 -039) Section 28- 106.201 and 28- 106.301, F.A.0 cc: William F. Carter, PE, WFC Engineering, Inc Jacqueline Boges From: Shane LeBlanc Sent: Thursday, May 26, 2011 10:39 AM To: Jacqueline Boges Subject: RE: FINAL REQUESTED FOR 39616 SOUTH AVE Jackie: Public Works has performed a site visit, we'll need a letter on file from the engineer of record that all stormwater structures, swales, retention areas etc. are compliant with SWFWMD. Thanks, SJ L From: Jacqueline Boges Sent: Thursday, May 26, 2011 9:24 AM To: Todd Vandeberg; RJ Keetch; Shane LeBlanc; Rick Moore Subject: FW: FINAL REQUESTED FOR 39616 SOUTH AVE 2 "d request need comment and or signature in the book. Thank you gentlemen From: Jacqueline Boges Sent: Thursday, May 19, 2011 1:30 PM To: Kerry Barnett; Bruce Sellars; Shane LeBlanc; Todd Vandeberg; RJ Keetch Cc: David Henderson; Rick Moore Subject: FINAL REQUESTED FOR 39616 SOUTH AVE Greeting Everyone, The below property is requesting a Final inspection. Please advise if your review/ inspection will be delayed. We will need your comments and / or signature placed in our Development Order Book located in the Building Department. Thank you Name of Business: City of Zephyrhills Address: 39616 South Ave Contractor: GL Steve Construction Jackie Boges Code Support Specialist ext. 35 1 SITE DATA TABLE: SITE LOCATION: 39616 SOUTH AVENUE ZEPHYRHILLS, FL., 33542 ZONING: AP1 PROPOSED USE: AIRCRAFT HANGER LAND USE: AIRPORT PIN: 12- 26 -21- 0000 - 04900 -0100 AND 13- 26 -21- 0000 - 00100 -0080 PARCEL "'C" [EXISTING BUILDING IFF.= 84.90 LEGAL DESCRIPTION: PARCEL D That portion of Sections 12 and 13, Township 26, Range 21 East, Pasco County, Florida, being further described as follows: Commence at the Southwest Corner of Section 12, Township 26 South, Range 21 East; thence N.89'54'37 "E., along the South Line of said Section 12, a distance of 3219.83 feet; thence S.42'09'14 "E., a distance of 8.47 feet for a Point of Beginning; thence N.43'54'30 "E., a distance of 265.29 feet; thence S.47'09'31 "E., a distance of 155.52 feet; thence S.43'54'30 "W., a distance of 278.89 feet; thence N.42'09'14 "W., a distance of 155.86 feet to the Point of Beginning. RESERVING an easement for ingress /egress and utilities over and across the westerly 40.00 feet thereof. TOGETHER WITH on easement for ingress /egress and utilities over and across the westerly 40.00 feet of Parcels A, B and C. Said Parcel containing 0.97 acre, more or less, FLOOD ZONE: ZONE 'X' - AREA DETERMINED TO BE OUTSIDE OF 500 YEAR FLOOD PLAIN MAP PANEL NO: 120235 0005 C REVISED MAP: DECMEBER 17, 1991 PROJECT SUMMARY & SITE DATA: PROPOSED BUILDING (CFA) = 7,500 S.F ASPHALT /CONC. /SHELL AREA = 9 ,358 S.F POND AREA = 4 ,650 S.F GREEN AREA = 1 4 580 S.F GRASSED +� 16!k I A 51 Z a 6� TOTAL z w = 42,332 S.F �v� I + ASPHALT +a�' V a a� �� 0` I � Q IY r- J EA _ 3/4" SCH 80 PVC _ w Q = a° FH a EBOX �r EA t ^ CL z V) N 43'54'30)" E 00tia F= V) c� w Z w o A '5 u N + �, a z m 0 16'� ASPHALT m + .. 0�� o x w MEET AND MATCH EDGE ati� �a ° y o OF EXISTING PAVEMENT POB +ti ry �0 A TIE INTO EXIST WATER MAIN 6 atiati `l,�O a AND INSTALL A 3/4" WATER o METER W /BACKFLOW PREVENTOR 0 + INV. =79.10 po L 825 8' PVC ® 1.00% �O ati' w EA 0 � � EXISTING ati. 0A • 34'x53' ERCP �� ASPHALT ' TBM w 0 ti 0 3' TOP OF CONC. EA 0 ELEV. 82.78 DATUM: NGVD -29 75.0' h� 6 a a !NV =78.81 Q) �6 CO. L of 4" PVC ® 1.009; ~ I I 1n w 5' O EXISTING SANITARY SEWER N a 0- a ASPHALT a AIRPLANE J Q ST UB OU Q ^ z w Q + w Q U Z u z N 0- _; 1 HANGAR JZ x I rO6 NO ti0 I A� a� -_ +�9? a] a a1' N � I t ai I 14- C.7 J z UTILITY POLE I WITH ELEC. BOX X w I CONSTRUCT 108L.F., I CONCRETE RETAINING WALL o I 4p' ASEMENT FOR INGRESS /EGRESS _Z z O OND Nq '~ UTILITIES I NEW h� x + a� I Q O + ary. GV 66 I ASPHALT Lu + 1a, � 0, J �, l� m o o _0 M i 0ti �a+ _3 z = v )T. =80.00 FF.= 87.00 �G LLJ 1 �. OUTFALL STRUCTURE SOD TYPE "C" INLET N 3 6 TOP = 82.37 INV.= 78.00 44 L.F. of 10" Sch 80 PVC S. INV.= 75.00 j i o6 W /M.E,S. PARCEL "'C" [EXISTING BUILDING IFF.= 84.90 LEGAL DESCRIPTION: PARCEL D That portion of Sections 12 and 13, Township 26, Range 21 East, Pasco County, Florida, being further described as follows: Commence at the Southwest Corner of Section 12, Township 26 South, Range 21 East; thence N.89'54'37 "E., along the South Line of said Section 12, a distance of 3219.83 feet; thence S.42'09'14 "E., a distance of 8.47 feet for a Point of Beginning; thence N.43'54'30 "E., a distance of 265.29 feet; thence S.47'09'31 "E., a distance of 155.52 feet; thence S.43'54'30 "W., a distance of 278.89 feet; thence N.42'09'14 "W., a distance of 155.86 feet to the Point of Beginning. RESERVING an easement for ingress /egress and utilities over and across the westerly 40.00 feet thereof. TOGETHER WITH on easement for ingress /egress and utilities over and across the westerly 40.00 feet of Parcels A, B and C. Said Parcel containing 0.97 acre, more or less, FLOOD ZONE: ZONE 'X' - AREA DETERMINED TO BE OUTSIDE OF 500 YEAR FLOOD PLAIN MAP PANEL NO: 120235 0005 C REVISED MAP: DECMEBER 17, 1991 PROJECT SUMMARY & SITE DATA: PROPOSED BUILDING (CFA) = 7,500 S.F ASPHALT /CONC. /SHELL AREA = 9 ,358 S.F POND AREA = 4 ,650 S.F GREEN AREA = 1 4 580 S.F GRASSED +� 16!k I A 51 Z a 6� TOTAL w = 42,332 S.F 5� + ASPHALT +a�' +aA a� �� 0` a EA _ 3/4" SCH 80 PVC _ Q. a° WATER LATERAL a EBOX - EA t ^ CL V) N 43'54'30)" E 00tia a c� Z ° 6 5� Ea 1n �, a 16'� w P+ GRASSED SWALE + .. 0�� PARCEL "'C" [EXISTING BUILDING IFF.= 84.90 LEGAL DESCRIPTION: PARCEL D That portion of Sections 12 and 13, Township 26, Range 21 East, Pasco County, Florida, being further described as follows: Commence at the Southwest Corner of Section 12, Township 26 South, Range 21 East; thence N.89'54'37 "E., along the South Line of said Section 12, a distance of 3219.83 feet; thence S.42'09'14 "E., a distance of 8.47 feet for a Point of Beginning; thence N.43'54'30 "E., a distance of 265.29 feet; thence S.47'09'31 "E., a distance of 155.52 feet; thence S.43'54'30 "W., a distance of 278.89 feet; thence N.42'09'14 "W., a distance of 155.86 feet to the Point of Beginning. RESERVING an easement for ingress /egress and utilities over and across the westerly 40.00 feet thereof. TOGETHER WITH on easement for ingress /egress and utilities over and across the westerly 40.00 feet of Parcels A, B and C. Said Parcel containing 0.97 acre, more or less, FLOOD ZONE: ZONE 'X' - AREA DETERMINED TO BE OUTSIDE OF 500 YEAR FLOOD PLAIN MAP PANEL NO: 120235 0005 C REVISED MAP: DECMEBER 17, 1991 PROJECT SUMMARY & SITE DATA: PROPOSED BUILDING (CFA) = 7,500 S.F ASPHALT /CONC. /SHELL AREA = 9 ,358 S.F POND AREA = 4 ,650 S.F GREEN AREA = 1 4 580 S.F GRASSED +� 16!k I A 51 (40' a 6� TOTAL SITE = 42,332 S.F 5� + ASPHALT +a�' +aA a� �� 0` EA _ 3/4" SCH 80 PVC _ a° WATER LATERAL 3/4" G.V. IN METER EBOX - EA t ^ :A b N 43'54'30)" E 00tia 265.29' �a + GRASSED SWAL ° 6 5� Ea �, 16'� P+ GRASSED SWALE + h9 0�� ha - - 1 b1b 86 Bg k 6'o' + a� A I o 0 + o 4 8' PVC ® 1.00% �O w CO, 0A • w fW� CO. INV. =82.25 75.0' h� 110' a a �6 CO. 88 L.F. of 4" PVC ® 1.009; ~ I 5' 60 , EXISTING SANITARY SEWER N a 0- AIRPLANE ST UB OU Ln z + N HANGAR + rO6 °° A� a� + a � a 6,ry 11b. + ° + a t ai I O LL J BUILDING _Z z O OND ti� a° NEW V) SOD x U Q Q O + o ASPHALT Lu Q J �, )B=83.00 L � ° 7 , 500 S.F. o o M i _3 z = v )T. =80.00 FF.= 87.00 LLJ SOD N 3 6 t/) j i o6 a60 + �6\� + 6 a EXISTING RUNWAY LIGHT CO. INV.--82,25 75. 0' �?s 2 ry I 6C� T 8 PVC ®1.009° + CO. INV. =83.00 R`S Tgkwq 2 3° . 0 U) 0 !yq Ypygf o� +0 ti +a 0 + a� a MEET AND MATCH EDGE EX, T OP OF BANK +0��0 +a a aa6 + F X I 00 0 S 43'54'30" W a EX. TOE OF SLOPE EXISTING RETENTION POND (PERMIT 4414227.05) TOB = 82.00 BOTTOM = 75.00 1 0OYR /24HR EL. = 79.60 278.89' ROOF RUNIOFF PIPED TO POND ((TYPICAL) Sa o 0 � 0 �0 0 �• a J 4 0 F_ STING PAVEMENT ti aa PROJECT AREA I A S.F (40' a 6� TOTAL SITE = 42,332 S.F (0.97 ac.) ah � +aA X6 0 0 F_ STING PAVEMENT ti aa PROJECT AREA = 36,088 S.F (40' esnn't not included) TOTAL SITE = 42,332 S.F (0.97 ac.) POND AREAS TOB = 4,522 S.F. 1'dp = 3,363 S.F. 2'dp = 2,305 S.F. 3'dp = 1,350 S.F. GENERAL NOTES 1. ALL ON -SITE WATER AND SEWER FACILITIES SHALL BE AND MAINTAINED BY THE OWNER - DEVELOPER. 2. NO ON -SITE BURNING SHALL BE PERMITTED. 3. A SEDIMENT CONTROL FENCE SHALL BE PLACED ALONG ALL SITE BOUNDARIES FOR FUGITIVE DUST CONTROL. 4. CONNECTIONS TO EXISTING COUNTY -OWNED SYSTEMS SHALL BE VIA WET TAP, WET TAPS SHALL BE PERFORMED BY THE CITY OF ZEPHYRHILLS UTILITY SERVICES AT THE DEVELOPER'S EXPENSE. EXCAVATION, BACKFILL AND SURFACE RESTORATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY, MATERIAL FOR WET TAPS LARGER THAN 2" SHALL BE PROVIDED AND INSTALLED BY THE PROJECT CONTRACTOR. x I/P 0' 20' 40' OF r ZEPHYRHILLS CITY AIRPORT SCALE: 1" = 20' (UNPLATTED) ' LEGEND EA EDGE OF ASPHALT TOB TOP OF BANK cd POWER POLE S ITEPLAN - CONC. CONCRETE ­&_ SURFACE WATER FLOW ' EXISTING SPOT GRADE W.F.C ENGINEERING X 7.00 PROPOSED SPOT GRADE ZEPHRYHILLS AIRPORT HANGAR ENGINEERING T.O.W TOP OF RETAINING WALL LAND PLANNING & DESIGN GV GATE VALVE Certificate of Authorization Number NOTE: AT THE TIME OF FINAL INSPECTION, THE SURFACE WATER MANAGEMENT SYSTEM WAS COMPLETED SUBSTANTIALLY IN ACCORDANCE WITH THE PERMITTED CONSTRUCTION PLANS AND INFORMATION. ANY MINOR DEVIATIONS FROM THE PERMITTING, PLANS, AND SPECIFICATIONS, WILL NOT PREVENT THE SYSTEM FROM FUNCTIONING IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 40D -4, AND CHAPTER 40D -40, OR 40D -45, OR 40D -6, FLORIDA ADMINISTRATIVE CODE. SITE DATA TABLE: SITE LOCATION: 39616 SOUTH AVENUE ZEPHYRHILLS, FL., 33542 ZONING: AP1 PROPOSED USE: AIRCRAFT HANGER LAND USE: AIRPORT PIN: 12- 26 -21- 0000 - 04900 -0100 AND 13- 26 -21- 0000 - 00100 -0080 EA —a— p = 36 ,088 60 z a AIRPLANE z w + �0 ..-� (0.97 06\+ o LU HANGAR Q a I N � Q of BUILDING � J a � 0- a POND FH Q J o +0� � TOB =83.00 Q = _z W a 7,500 S.F. O V) I FF.= 87.00 X W DRAINAGE BASIN LINE w c� v z Z o 0 ASPHALT m 0 X W 0 ti Q'ti 16 1 y° 0 POB + F'LuM� a` CO. INV. =82.25 75.0' s , INV. =79.10 I + I� w 8" PVC ® 1.00% CO. a �L 30 O 0 Un 0�' 2 n pry N O ag o � EA 0 EXISTING IJ � EX. TOP OF BANK 34 "x53' FRCP �� I (ASPHALT TBM �ry0 S 43'54'30" W 278-89' TOP OF CONC. h EA ELEV. 82.78 $�h DATUM: NGVD -29 ati. 0 EX, TOE OF SLOPE 1 a INV._78.81 00 + LO w N aw ASPHALT 00 J 2 W � ¢ Q ti d W X w W + C� �` I C 0 C O V) z � w 40' EASEMENT FOR ING ESS /EGRES S!— UTIL TIES 0 + a 01 GV 1 m + � EA —a— N 43 ° 54'30" E 1� + GRASSED SWALE L �O CO. INV. =82.25 75.0' PARCEL "C" SWFWMD AS BUILT # 14227.4 EXISTING BUILDING FF.= 84.90 ASPHALT � DRAINAGE BASIN LINE - 265.29' ��,11�1 cP GRASSED SWALE 0 a + +��, Co. p = 36 ,088 60 z a AIRPLANE w + �0 1° X6 0� 00 + (0.97 06\+ w HANGAR +0� II BUILDING a 0- V) POND v� a J � O +0� a TOB =83.00 Q = W a 7,500 S.F. O V) z FF.= 87.00 a F - c� z 0 X L 0 N 43 ° 54'30" E 1� + GRASSED SWALE L �O CO. INV. =82.25 75.0' PARCEL "C" SWFWMD AS BUILT # 14227.4 EXISTING BUILDING FF.= 84.90 ASPHALT � DRAINAGE BASIN LINE - 265.29' ��,11�1 cP GRASSED SWALE 0 a + +��, Co. EXISTING RETENTION POND (PERMIT 4414227.05) TOB = 82.00 BOTTOM = 75.00 100YR /24HR EL. = 79.60 SWFWMD PERMIT # 14227.1 SWFWMD PERMIT # 14227.3 A 1 + _ (9 6 . 6 9 "66,39 +� GRASSED EA �� r r h EXISTING = 36 ,088 60 (40' a AIRPLANE ° + �0 1° X6 0� 00 + (0.97 06\+ ° HANGAR +0� II BUILDING -- V) POND v� a � O +0� NEW ASPHALT TOB =83.00 0 O ° BOT. =80.00 z 7,500 S.F. O z FF.= 87.00 F - W gy p. F'LuM� a` CO. INV. =82.25 75.0' s + 8" PVC ® 1.00% CO. INV.= 30 O 0 Un 2 n pry N O ag o � 1 O EX. TOP OF BANK S 43'54'30" W 278-89' ROOF RUNOFF PIPED TO POND (TYPICAL) DRAINAGE BASIN LINE — EX, TOE OF SLOPE 1 EXISTING RETENTION POND (PERMIT 4414227.05) TOB = 82.00 BOTTOM = 75.00 100YR /24HR EL. = 79.60 SWFWMD PERMIT # 14227.1 SWFWMD PERMIT # 14227.3 A 1 + _ (9 6 . 6 9 "66,39 +� GRASSED EA �� r r h $� 1 EXISTING RUNWAY LIGHT b ,6/ N 4 T y q� T gy p. 0 � 01 0 J 4 0 FLOOD ZONE: ZONE 'X' - AREA DETERMINED TO BE OUTSIDE OF 500 YEAR FLOOD PLAIN MAP PANEL NO: 120235 0005 C REVISED MAP: DECMEBER 17, 1991 PROJECT SUMMARY & SITE DATA: PROPOSED BUILDING (GFA) = 7,500 S.F ASPHALT /CON C. /SHELL AREA = 9 ,358 S.F POND AREA = 4,650 S.F GREEN AREA = 1 4, 580 S.F PROJECT EXISTING = 36 ,088 SANITARY SEWER (40' STUB OUT TOTAL ° 0rO 1° X6 0� 00 + (0.97 ac.) �ti W J 06. 3 1n V) v� a c� $� 1 EXISTING RUNWAY LIGHT b ,6/ N 4 T y q� T gy p. 0 � 01 0 J 4 0 FLOOD ZONE: ZONE 'X' - AREA DETERMINED TO BE OUTSIDE OF 500 YEAR FLOOD PLAIN MAP PANEL NO: 120235 0005 C REVISED MAP: DECMEBER 17, 1991 PROJECT SUMMARY & SITE DATA: PROPOSED BUILDING (GFA) = 7,500 S.F ASPHALT /CON C. /SHELL AREA = 9 ,358 S.F POND AREA = 4,650 S.F GREEN AREA = 1 4, 580 S.F PROJECT AREA = 36 ,088 S.F (40' esm't not included) TOTAL SITE = 42,332 S.F (0.97 ac.) a�. h 01 � I N i in 411 111 ?p POND AREAS TOB = 4,522 S.F. 1'dp = 3,363 S.F. 2'dp = 2,305 S.F. 3'dp = 1,350 S.F. 5 H Z w wr w a a I J a a 1n a Z PRE AND POST DEVELOPMENT AREA 161 w 0 � h � = 36,088 S.F. (0.828 ac.) t v Q X I— 1 lo DRAINAGE BASIN LINE 0 I X6 3 I O X6 0 1° $ h. 0' 20' 40' �mr off F �r SCALE: 1" = 20' LEGEND EA EDGE OF ASPHALT TOB TOP OF BANK 0 POWER POLE CONC. CONCRETE w- SURFACE WATER FLOW }8 6 09 EXISTING SPOT GRADE xx 87,00 PROPOSED SPOT GRADE T.O.W. TOP OF RETAINING WALL GV GATE VALVE NOTE: AT THE TIME OF FINAL INSPECTION, THE SURFACE WATER MANAGEMENT SYSTEM WAS COMPLETED SUBSTANTIALLY IN ACCORDANCE WITH THE PERMITTED CONSTRUCTION PLANS AND INFORMATION. ANY MINOR DEVIATIONS FROM THE PERMITTING, PLANS, AND SPECIFICATIONS, WILL NOT PREVENT THE SYSTEM FROM FUNCTIONING IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 40D -4, AND CHAPTER 40D -40, OR 40D -45, OR 40D -5, FLORIDA ADMINISTRATIVE CODE. rn 0 d U) �ti I 6 O 06. 0� 1 lo DRAINAGE BASIN LINE 0 I X6 3 I O X6 0 1° $ h. 0' 20' 40' �mr off F �r SCALE: 1" = 20' LEGEND EA EDGE OF ASPHALT TOB TOP OF BANK 0 POWER POLE CONC. CONCRETE w- SURFACE WATER FLOW }8 6 09 EXISTING SPOT GRADE xx 87,00 PROPOSED SPOT GRADE T.O.W. TOP OF RETAINING WALL GV GATE VALVE NOTE: AT THE TIME OF FINAL INSPECTION, THE SURFACE WATER MANAGEMENT SYSTEM WAS COMPLETED SUBSTANTIALLY IN ACCORDANCE WITH THE PERMITTED CONSTRUCTION PLANS AND INFORMATION. ANY MINOR DEVIATIONS FROM THE PERMITTING, PLANS, AND SPECIFICATIONS, WILL NOT PREVENT THE SYSTEM FROM FUNCTIONING IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 40D -4, AND CHAPTER 40D -40, OR 40D -45, OR 40D -5, FLORIDA ADMINISTRATIVE CODE. 4AL ?AIDE RETENTf10N POND SHWL ELEV.= 74.0 M A T E R I A L S ITEM QUANT. D E S C R I P T 1 0 N 1 1 BACKFLOW PREVENTER ASSEMBLY 2 4 UNIONS 3 2 NIPPLES - BRASS 4 2 ELBOWS - GALV. 90' 5 2 RISER - GALV. 6 * CONCRETE SLAB NOTE: 1. MINIMUM CLEARANCE OF 24" TO BE MAINTAINED AROUND DEVICE FOR TESTING, 2. FIELD ADJUST AND CUT ITEM 4 TO PROPER LENGTH. 3. ENTIRE ASSEMBLY TO BE PAINTED AWWA BLUE. 4. CONCRETE SLAB TO EXTEND 12" MIN. AROUND ENTIRE DEVICE. RPZ BACKFLOW PREVENTER SINGLE SERVICE: 1" N.T.S. 091MEN TOP OF WAI1 = 86.0 BASE 1 VALVE BOX (NOT TO SCALE) D.I. CONNECTING PIECE W/ COUPLED MECHANICAL JOINT (RESTRAINED) -� RESTRAINED JOINT REDUCER NEW INTERCONNECTING PIPE - rncT IRON COVER RIBED "WATER" TAPPING VALVE (FLG. /MJ) EXISTING WATER MAIN TAPPING SLEEVE BY -PASS VALVE TAPPING SLEEVE & VALVE (NOT TO SCALE) NOTE: ALL TAPPING SLEEVES SHALL BE WRAPPED AND SEALED IN AN APPROVED MANNER WITH POLYETHYLENE ENCASEMENT MATERIAL. 4" BRASS PLUG CONC. PAD i —6 W /6 "x6" W.W.F. J STOPPER AS / RECOMMENDED BY THE PIPE MANUFACTURER CLEAN- OUT DETAIL (NOT TO SCALE) ASPHALT PAVEMENT DETAIL w Z H w d 0 5' n� 3' BERM 6" m TYP. -0 ° Existing Grade — — ITOB = 8 _ � / / / EXISTING / RETENTION POND / / _ _ _ _ _ _ OU TFALL P IPE - - - -- ----- - - - - -- (NOT TO SCALE) O Wearing surface shall be 2" thick, Type S -3, Asphaltic Concrete. O Base materials shall be 8" Limerock With a Minimum L.B.R. OF 100. O Subgrade for pavement shall have a density of 98 percent Modified Proctor for a depth of 12 inches and shall have a minimum L.B.R. of 40. GENERAL NOTES: a) Certificates of compliance of materials with Specifications sha3ll be submittted by Contractor to Engineer. b) Saw cut existing asphalt for smooth transitions of new tie -ins. 2 "thk. x 3'x 81ong ASPHALT FLUME FIBERGLASS SKIMMER PLATE - FASTEN W/6 -3/8" RED HEADS TOP = 82.37 81.02 BOT.= 80.0 PAVEMENT TOP OF WEIR & TOP OF GRATE = 82.37 5;1 SLOPE 8" PVC PIPE THRU WALL CONCRETE RETAINING WALL 122' x 38' SEED AND MULCH -- — — — — — — — — T OB = 83. 100yr, 24hr DHWL EL = 81.37 OUTFALL STRUCTURE POND BOT = 80.0 OPERATION AND MAINTENENCE SCHEDULE The project owner or his assigns shall be responsible for the operation and maintenance of the stormwater facilities. The operation and maintenance shall include at least semi — annual inspections of said stormwater facilities to make sure system is free from excess silt, sediment and grass clippings. This may require periodic cutting and removal of vegetation and removal of accumulated sediments, grass clippings, and debris from the retention pond bottom. The removal of littoral shelf vegetation (including cattails) from wet detention ponds is prohibited unless otherwise approved by the Southwest Florida Water Management District. Removal includes dredging, the application of herbicide, cutting, and the introduction of gross carp. Any questions regarding authorized activities within the wet detention ponds shall be addressed to the District's Surfaced Water Regulation Manager. _ 3" FLG, (TYP.) _ 3" ( TYP. ) WEIR WIDTH = 0.25' (3 ") TOP 82.37 ° ° WEIR El.= 81 C o I o I I I 10" PVC I I INS ' 78.00 ELEVATION ASPHALT FLUME DETAIL N.T.S. 2 " ll" ll' l r G h n "JII 2n I 2z T � M 000 M O O o °o 2' -4" � -ma'''r COVER 3'- 4" -{ I �o Z a n 2 Za n To PLAN " 3 '-4" _ J 5Jn f Grate o- 7 �I 2" Cl. Eye Bolt C �+ � � U r # 4 Bars 9 l2 Ctrs. SECTION Recommended Maximum Pipe Site: 2'-0" Wall-18" Pipe 3'-I" Wall -24" Pipe F.D.O.T. TYPE 'C' INLET (NOT TO SCALE) N. T. S. 8" CONCRETE BLOCK WALL, FILL ALL CELLS WITH 3,000 PSI GROUT. CONSTRUCTION HAS BEEN COMPLETED IN SUBSTANTIAL AGR MENT WITH APPROVED PLANS AND SPE (CATIONS. (RETENTI� SYST% LY) DATE: CONCRETE GRADE PAD W/ WIRE MESH REINFORCING 2 PC. CAST IRON ROADWAY TYPE VALVE BOX (5 -1/4" MIN. I.D.) CLOW OR EQUAL 8" PIPE SLEEVE AS REQUIRED PLACE 3" thk. CONCRETE PAD 4' x 4' BELOW WEIR TO DETER OVERGROWTH OF VEGITATION TOP OF PAD = 80.0 Li Z J F- Li 0- 0 OUTFALL CONTROL STRUCTURE (MODIFIDED TYPE 'C' GRATE INLET) (NOT TO SCALE) INDEX #232 5 TO BUILDING SLOPE F.F. =87.00 TOP OF WAI I - RFC -fl 5' 1 / RETENTION POND i� i• • N --2 — #5 BAR CONTINUOUS -1 — #5 BAR VERTICAL W /90' STANDARD HOOK © 4' O.C. MAINTAIN MIN. 12" EARTH COVER 3 - #5 BAR CONTINUOUS 30" 1- #5 BAR AT 24" 0. C. RETAININC WALL DETAIL TYPICAL POND SECTION (NOT TO SCALE) NOTE: AT THE TIME OF FINAL INSPECTION, THE SURFACE WATER MANAGEMENT SYSTEM WAS COMPLETED SUBSTANTIALLY IN ACCORDANCE WITH THE PERMITTED CONSTRUCTION PLANS AND INFORMATION. ANY MINOR DEVIATIONS FROM THE PERMITTING, PLANS, AND SPECIFICATIONS, WILL NOT PREVENT THE SYSTEM FROM FUNCTIONING IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 40D -4, AND CHAPTER 40D -40, OR 40D -45, OR 40D -6, FLORIDA ADMINISTRATIVE CODE. METER �� SERVICE 0 w V) o: FH �o I w o k ati 3 °� +a�° vi 0 z o ASPHALT m N X w I ati. no 0 POB + 6 0� O ' INV. =79.10 J Q X w V) Q an a o EA �a a� PARCEL "C" ASPHALT II EXISTING BUILDING FF.= 84.90 SEDIMENT' CONTROL BARRIER �3b" N 43'54'30" E a3 Oa. GRASSED SIWALE V INV. =82.25 �� 3n +a 00. ASPHALT 75.0' 265.29' �_ y a� rya 6 GRASSED SWALE ro + a AIRPLANE HANGAR BUILDING '0 CO. a GRASSED �o EA 88 L.F. of 4 PV0 60' 1 0 �5 NEW ASPHALT 1 C.7 z UTILITY POLE MATH ELEC. X Box w (� 0 °J I FLUB +�' + CO). INV. =82.25 75.0' 6 626 40' — C+ ASEMENT FOR CO. 8' PVC ®1,OOq UTIL1 G RESS AND '� T8 S CO. INV. =83.00 7 EXISTING GRADE + � i 0 D � h a 30 � ly, a 1• 2 U) \� \\, � cv ����� � +a�1 C +0 , b o° GRASSED +ao °� �a 90 a10 O 6 I �a. �� Ha ° bales to be staked in a continuous EX TOP OF BANK I + a manner and staked into ground with a 2"x2" wood stakes as required to maintain �® proper allignment. m S 43'54'30" W 278-89 HAY BALES ���� ~� SEDINAENT CONTROL BARRIER 1b 1 1 0 � C a h. hah 0 CI O. EX. TOE OF SLOPE POST (OPTIONS: 2"x4" OR o- EXISTING RETENTIOIN POND 3 LBS. /FT. MIN.) "MIN. STEEL 1.3 <��� (PERMIT 4414227.05) + h 1.33 6' MAX. TOB = 82.0(0 BOTTOM = 75..00 ; I FILTER FABRIC (IN n� a CONFORMANCE WITH +�a� 1 00YR /24HR EL. = 79.60 SEC.985 FOOT SPEC.) w z ELEVATION 20' +/- OPTIONAL POST POSITION (VERTICAL) PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) =R FABRIC LOW NOTES: —For additional information and details, see F.D.O.T. Index No.102. — Unless specified, hay barriers may be used in lieu of silt fences. — Additional posts and rails may be necessary to secure and support barriers. SECTION — Additonal fence lengths may be required by the County Engineer or by regulotory agencies. TYPE III SILT FENCE SEDIMENT BARRIER DETAILS (NOT TO SCALE) Contractor is to provide erosion control /sedimentation barrier (hay bales or siltation curtain) to prevent siltation of adjacent property, streets, storm sewers and waterways. In addation, contractor shall place straw, mulch or other suitable material on ground in areas where construction related traffic is to enter and exit site. If, in the opinion of the Engineer and /or local authorities, excessive quantities of earth are trans- ported off -site either by natural drainage or by vehicular traffic, the contractor is to remove and clean said earth to the satisfaction of the Engineer and /or local authorities. ZEPHYRHILL.S CITY AIRPORT (UNP'LATTED) a` a J �v �U 0 0 + a a a� w > Q CL F' J Q _ 0- V) Q 0 I Q X Q I 6 0 06 0 a a1 h Q� a� a a • IV M 0 Z r -0 r > n --A m � 0 -, > X v O LEGEND EA EDGE OF ASPHALT TOB TOP OF BANK c0' POWER POLE CONC, CONCRETE SURFACE WATER FLOW x860,9 EXISTING SPOT GRADE xx 87_00 PROPOSED SPOT GRADE T.O.W. TOP OF RETAINING WALL GV GATE VALVE w o m m m SEDIMENT CONTROL BARRIER SEDIMENT CONTROL BARRIER , ti a 0' 20' 40' SCALE: 1 " = 20' NOTE: AT THE TIME OF FINAL INSPECTION, THE SURFACE WATER MANAGEMENT SYSTEM WAS COMPLETED SUBSTANTIALLY IN ACCORDANCE WITH THE PERMITTED CONSTRUCTION PLANS AND INFORMATION. ANY MINOR DEVIATIONS FROM THE PERMITTING, PLANS, AND SPECIFICATIONS, WILL NOT PREVENT THE SYSTEM FROM FUNCTIONING IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 40D -4, AND CHAPTER 400 -40, OR 400 -45, OR 40D -6, FLORIDA ADMINISTRATIVE CODE. EXISTING' SANITARY SEWER STUB OUT ° a L �° 6 0 �0 06 . 00. +0 w J 3 V) 0 w V) 0 Q h� N In 1� 0� 0 n d 3 EXISTING RUNWAY LIGHT �F 0 + 0 6 + 6� y h ak' 8 .69 t8 .09 + �. o 1 y EA �ti• $ $ � EXISTING a a� F FWM N N 34"x53* ERCP i 0 I i A SPHALT Q Qy TB M a aZ 0 TOP OF CONC. E EA h0 ELEV. 82.78 � ati' 5 5' DATUM: NGVD -29 0 �a � � a INV.-73.81 0 00 + a a + - J J O A ASPHALT A ASPHALT Q POND L L o o Q Q P I T TOB =83.00 Q o U I r r` BOT. =80.00 � � N a B ` r z a y y a Q Q o 1 ,, 1 b y +a6 N I I 0 ,, 1 + +�• INV. =82.25 �� 3n +a 00. ASPHALT 75.0' 265.29' �_ y a� rya 6 GRASSED SWALE ro + a AIRPLANE HANGAR BUILDING '0 CO. a GRASSED �o EA 88 L.F. of 4 PV0 60' 1 0 �5 NEW ASPHALT 1 C.7 z UTILITY POLE MATH ELEC. X Box w (� 0 °J I FLUB +�' + CO). INV. =82.25 75.0' 6 626 40' — C+ ASEMENT FOR CO. 8' PVC ®1,OOq UTIL1 G RESS AND '� T8 S CO. INV. =83.00 7 EXISTING GRADE + � i 0 D � h a 30 � ly, a 1• 2 U) \� \\, � cv ����� � +a�1 C +0 , b o° GRASSED +ao °� �a 90 a10 O 6 I �a. �� Ha ° bales to be staked in a continuous EX TOP OF BANK I + a manner and staked into ground with a 2"x2" wood stakes as required to maintain �® proper allignment. m S 43'54'30" W 278-89 HAY BALES ���� ~� SEDINAENT CONTROL BARRIER 1b 1 1 0 � C a h. hah 0 CI O. EX. TOE OF SLOPE POST (OPTIONS: 2"x4" OR o- EXISTING RETENTIOIN POND 3 LBS. /FT. MIN.) "MIN. STEEL 1.3 <��� (PERMIT 4414227.05) + h 1.33 6' MAX. TOB = 82.0(0 BOTTOM = 75..00 ; I FILTER FABRIC (IN n� a CONFORMANCE WITH +�a� 1 00YR /24HR EL. = 79.60 SEC.985 FOOT SPEC.) w z ELEVATION 20' +/- OPTIONAL POST POSITION (VERTICAL) PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) =R FABRIC LOW NOTES: —For additional information and details, see F.D.O.T. Index No.102. — Unless specified, hay barriers may be used in lieu of silt fences. — Additional posts and rails may be necessary to secure and support barriers. SECTION — Additonal fence lengths may be required by the County Engineer or by regulotory agencies. TYPE III SILT FENCE SEDIMENT BARRIER DETAILS (NOT TO SCALE) Contractor is to provide erosion control /sedimentation barrier (hay bales or siltation curtain) to prevent siltation of adjacent property, streets, storm sewers and waterways. In addation, contractor shall place straw, mulch or other suitable material on ground in areas where construction related traffic is to enter and exit site. If, in the opinion of the Engineer and /or local authorities, excessive quantities of earth are trans- ported off -site either by natural drainage or by vehicular traffic, the contractor is to remove and clean said earth to the satisfaction of the Engineer and /or local authorities. ZEPHYRHILL.S CITY AIRPORT (UNP'LATTED) a` a J �v �U 0 0 + a a a� w > Q CL F' J Q _ 0- V) Q 0 I Q X Q I 6 0 06 0 a a1 h Q� a� a a • IV M 0 Z r -0 r > n --A m � 0 -, > X v O LEGEND EA EDGE OF ASPHALT TOB TOP OF BANK c0' POWER POLE CONC, CONCRETE SURFACE WATER FLOW x860,9 EXISTING SPOT GRADE xx 87_00 PROPOSED SPOT GRADE T.O.W. TOP OF RETAINING WALL GV GATE VALVE w o m m m SEDIMENT CONTROL BARRIER SEDIMENT CONTROL BARRIER , ti a 0' 20' 40' SCALE: 1 " = 20' NOTE: AT THE TIME OF FINAL INSPECTION, THE SURFACE WATER MANAGEMENT SYSTEM WAS COMPLETED SUBSTANTIALLY IN ACCORDANCE WITH THE PERMITTED CONSTRUCTION PLANS AND INFORMATION. ANY MINOR DEVIATIONS FROM THE PERMITTING, PLANS, AND SPECIFICATIONS, WILL NOT PREVENT THE SYSTEM FROM FUNCTIONING IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 40D -4, AND CHAPTER 400 -40, OR 400 -45, OR 40D -6, FLORIDA ADMINISTRATIVE CODE. EXISTING' SANITARY SEWER STUB OUT ° a L �° 6 0 �0 06 . 00. +0 w J 3 V) 0 w V) 0 Q h� N In 1� 0� 0 n d 3 EXISTING RUNWAY LIGHT �F 0 + 0 6 + 6� y h ak' 8 .69 t8 .09 + 20' +/- OPTIONAL POST POSITION (VERTICAL) PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) =R FABRIC LOW NOTES: —For additional information and details, see F.D.O.T. Index No.102. — Unless specified, hay barriers may be used in lieu of silt fences. — Additional posts and rails may be necessary to secure and support barriers. SECTION — Additonal fence lengths may be required by the County Engineer or by regulotory agencies. TYPE III SILT FENCE SEDIMENT BARRIER DETAILS (NOT TO SCALE) Contractor is to provide erosion control /sedimentation barrier (hay bales or siltation curtain) to prevent siltation of adjacent property, streets, storm sewers and waterways. In addation, contractor shall place straw, mulch or other suitable material on ground in areas where construction related traffic is to enter and exit site. If, in the opinion of the Engineer and /or local authorities, excessive quantities of earth are trans- ported off -site either by natural drainage or by vehicular traffic, the contractor is to remove and clean said earth to the satisfaction of the Engineer and /or local authorities. ZEPHYRHILL.S CITY AIRPORT (UNP'LATTED) a` a J �v �U 0 0 + a a a� w > Q CL F' J Q _ 0- V) Q 0 I Q X Q I 6 0 06 0 a a1 h Q� a� a a • IV M 0 Z r -0 r > n --A m � 0 -, > X v O LEGEND EA EDGE OF ASPHALT TOB TOP OF BANK c0' POWER POLE CONC, CONCRETE SURFACE WATER FLOW x860,9 EXISTING SPOT GRADE xx 87_00 PROPOSED SPOT GRADE T.O.W. TOP OF RETAINING WALL GV GATE VALVE w o m m m SEDIMENT CONTROL BARRIER SEDIMENT CONTROL BARRIER , ti a 0' 20' 40' SCALE: 1 " = 20' NOTE: AT THE TIME OF FINAL INSPECTION, THE SURFACE WATER MANAGEMENT SYSTEM WAS COMPLETED SUBSTANTIALLY IN ACCORDANCE WITH THE PERMITTED CONSTRUCTION PLANS AND INFORMATION. ANY MINOR DEVIATIONS FROM THE PERMITTING, PLANS, AND SPECIFICATIONS, WILL NOT PREVENT THE SYSTEM FROM FUNCTIONING IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 40D -4, AND CHAPTER 400 -40, OR 400 -45, OR 40D -6, FLORIDA ADMINISTRATIVE CODE. EXISTING' SANITARY SEWER STUB OUT ° a L �° 6 0 �0 06 . 00. +0 w J 3 V) 0 w V) 0 Q h� N In 1� 0� 0 n d 3 EXISTING RUNWAY LIGHT �F 0 + 0 6 + 6� y h ak' 8 .69 t8 .09 + SEDIMENT CONTROL BARRIER , ti a 0' 20' 40' SCALE: 1 " = 20' NOTE: AT THE TIME OF FINAL INSPECTION, THE SURFACE WATER MANAGEMENT SYSTEM WAS COMPLETED SUBSTANTIALLY IN ACCORDANCE WITH THE PERMITTED CONSTRUCTION PLANS AND INFORMATION. ANY MINOR DEVIATIONS FROM THE PERMITTING, PLANS, AND SPECIFICATIONS, WILL NOT PREVENT THE SYSTEM FROM FUNCTIONING IN COMPLIANCE WITH THE REQUIREMENTS OF CHAPTER 40D -4, AND CHAPTER 400 -40, OR 400 -45, OR 40D -6, FLORIDA ADMINISTRATIVE CODE. EXISTING' SANITARY SEWER STUB OUT ° a L �° 6 0 �0 06 . 00. +0 w J 3 V) 0 w V) 0 Q h� N In 1� 0� 0 n d 3 EXISTING RUNWAY LIGHT �F 0 + 0 6 + 6� y h ak' 8 .69 t8 .09 + h� N In 1� 0� 0 n d 3 EXISTING RUNWAY LIGHT �F 0 + 0 6 + 6� y h ak' 8 .69 t8 .09 +