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HomeMy WebLinkAbout09-9638 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9638 BUILDING PERMIT Permit Number: 9638 Address: 4241 SKYDIVE LN 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: 18 - 26 - 0010 - 08600 - 0000 Improv. Cost: 208,050.00 Z 77:11:7; Date Issued: 12/11/2009 Name: SKYDIVE CITY Total Fees: 5,294.16 Address: 4241 SKYDIVE LANE Amount Paid: 4,375.41 ZEPHYRHILLS, FL. 33542 Date Paid: 6/15/2010 Phone: Work Desc: CONSTRUCTNEW MULTI PURPOSE STEEL BLDG 5000 SQ. FT- INSIDE PRMT 9647 -q •� B LDI 82 3.1 4 E L z - 1 AL 18 1.58 EAST PASCO ELECTRIC, INC PLUMBING FEE 121.05 RADON 50.00 HARRIS SERVICES UNLIMITED WATER CONNECTION COMMERC 961.50 SEWER CONNECTION COMMERC 1,082.39 BACK CONSTRUCTION POLICE IMPACT FEE 815.00 FIRE IMPACT FEE 875.00 PUBLIC SAFETY 5% 744 n � 84,E E N REVIEW FEES -. 0 (/ kt`t-'1 -3150 4A),1 L� a) II Luce c bGtk -F918. "v r �ru Z e 5 G-1- ` e Cf /_/tn'irt 6-( f 'e o r4 L.;.te pekS ee $ 2,? 9' c 6 zl'1,c , , le&f C;/drACD -5'*; ya Il -c , � • • • R 2ND "•(.; H - Lt. B MI I ULA I • IL 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: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting 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." '--- —44`°<___,, 66g- r ' 4. CONTRACTOR SIGNATURE • PERMIT OFFI r PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER a ; ; _ 'i ji H. PASCO COUNTY, FLORIDA r 0R1V , : Permit No. / (� 3 6 Date Permitted Builder Name /Owner Name c6cte..k C Sh'i(6 VOYI Control # County Parcel No. l 26_22- b°10- 03(000- 0000 SubDiv: Address /Location 4 2 4 1 S' kU D ■ VL 1-a_ r e, Classification/Type of Use C0 n&Mercr'a M.(,L.( 4; pfkr,pause .au, Y'ytc, TRANSPORTATION IMPACT FEE Rate: Sq Ft Unit: C/ Exempt LYes No How Determined Impact Fee Amount $ A)74 Zone No. TAZ: SCHOOL IMPACT FEE • Account (056) Single - Family Detached House Amount $ /O j+}- (057) Mobile Home (058) Other Residential 123) Collection Fee Exempt Yes No How Determined PARKS AN RECREATION FEE Land Account Land Credit Land Total Recreation Account Recreation Credit Recreation Total Zone TOTAL AMOUNT $ /OM- Exempt . Yes E N o How Determined LIBRARY F E Land Account Land Credit Land Total Facility Account Facility Credit Facility Total Exempt ►`;I es E No How Determined Total Amount N //4- RESOURCE FEE ERU TOTAL AMOUNT Prepared By � . ! riV 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 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9647 BUILDING PERMIT Permit Number: 9647 ddress: 4241 SKYDIVE L■ 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: 18- 26 -22- 0010 - 08600 -0000 Improv. Cost: r: ..j'; ,` __? Date Issued: " 10/14/2009 Name: SKYDIVE CITY Total Fees: Address: 4241 SKYDIVE LANE Amount Paid: ZEPHYRHILLS, FL. 33542 Date Paid: Phone: Work Desc: FOUNDATION / WITH PRMT #9638 FOR MULTI PURPOSE BLDG -PER BB -NO CHRG s ���;, :A K r U I � � r.��� r EAST PASCO ELECTRIC, INC HARRIS SERVICES UNLIMITED BACK CONSTRUCTION lit 11 I oq 3p_____ a .:, • H UM' •e, 1 1 LA • q= ?' H -, ; N IL ? , E . • • _ I N 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: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b) condemned work resulting 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 reording your notice of commencement" i1J ,i2C2____ 4ir ' / 10 . ' '- CONTRACTOR SIGNATURE PERMIT OFFI � R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 1 SQ. FEET PRICE MAIN OR LIVING: 5,000 $41.61 OTHER AREA UNDER ROOF: - $94.00 OTHER: - $- VALUATION $208,050.00 FEE SHEET $807.00 ADDRESS DRIVEWAY BUILDING: $823.14 ELECTRICAL: $181.58 PLUMBING: $121.05 MECHANICAL: r SUB -TOTAL $1,125.77 RADON; $50.00 1/)(14 G L ' . 0 Urio(� ••c . -4s? G� $1,175.77 �_ �- TOTAL SEWER: $- WATER: $- 10,1 (z.% :).c t M IRRIGATION: $ - f TOTAL: $2,043.88 WATER METER:I $- IRRIGATION METE W $ - I FIRE DEPARTMENT FEES PLANS TOTAL: 3cO c r C �Hu L INSPECTION TOTAL: CC.) 1-*f �;c?al.ve'd PERMIT TOTAL TOTAL: $- PUBLIC SAFETY IMPACT FEES i. POLICE $815.00 ,,4 FIRE $875.00 4441., / c t ,1 Ctc of ':1 c ' <.,- 1-14 [[ 5% $84.50 TOTAL: $1,774.50 SUB -TOTAL $4,994.15 PARK IMPACT FEES $- SIF'S: $- 100.0% $- 1.0% $ - TOTAL: 5- TIF'S: $ - 99°/ $- 1 °/ $- TOTAL: $4.994.15 Jacqueline .Boges From: Bill Burgess Sent: Tuesday, June 15, 2010 12:00 PM To: Jacqueline Boges Subject: Hypothetical TIF Skydive City 5,000 Sq. Ft. Building The closes practical use would be specialty retail $2,119.00 @ 1,000 sq. ft. which would equal $10,595.00 total. 1 atn(( iaci- /1 d Jacqueline Boges ti o From: Bill Burgess 7 4.5 - l v Sent: Monday, June28, 2010 9:28 AM 42 To: poblicklaw.com Cc: Jacqueline Boges Subject: RE: Skydive City Ok, if you draw one up we can take care of the rest. Let us know what information you need. Original Message---- - From: poblicklaw.com [mailto:jap@poblicklaw.com] Sent: Monday, June 28, 2010 8:10 AM To: Bill Burgess Subject: Re: Skydive City Bill, An agreement is required by ordinance. Joseph A. Poblick On Jun 28, 2010, at 7:57 AM, "Bill Burgess" <bburgessOci.zephvrhills.fl.us > wrote: > I wasn't aware of the signed agreement. We Can have them sign an > agreement after the fact if need be. They have already come in and > paid their required fees. > Original Message > From: Joseph Poblick [mailto:jap @poblicklaw.com] > Sent: Monday, June 21, 2010 12:54 PM > To: Bill Burgess > Subject: Skydive City > Bill, > What are we doing with their request for abatement of taxes, fees, > etc. I don't have anything on my notes from the council meeting. > Because, if they agreed to it, we need to have an agreement in > writting before. > Thanks, > Joe Jacqueline Boges From: Jacqueline Boges Sent: Monday, May 03, 2010 12:13 PM To: Steve Spina Subject: Impact Fees for the New Metal building 4241 Skydive Lane Greetings Steve, Just want to know where we stand with the impact fees for the New Metal Building project 4241 Sky Dive Lane, being done by Back Construction? You said these fees you were going to try to get waived. See the fees listed below : Building $823.14 Public Safety Fire Department Fees Electric $181.58 $875.00 -Fire $300.00 Plumb $121.05 � $43.75- 5% Radon .00 __ il4 ,1,-ed otal $1,17 77 Total $918.75 Total $300.0 t _ $2,39 211 Bala a before pre- meter. These are the outstanding fees . Jackie Boges Code Support Specialist ext. 3513 1 Jacqueline Boges From: Jacqueline Boges Sent: Monday, May 03, 2010 12:13 PM To: Steve Spina Subject: Impact Fees for the New Metal building 4241 Skydive Lane Greetings Steve, Just want to know where we stand with the impact fees for the New Metal Building project 4241 Sky Dive Lane, being done by Back Construction? You said these fees you were going to try to get waived. See the fees listed below : Building $823.14 Public Safety Fire Department Fees Electric $181.58 $875.00 -Fire $300.00 Plumb $121.05 $43.75- 5% Radon $50.00 Total $1,175.77 Total $918.75 Total $300.00 = $2,394.52// Balance due before pre- meter. These are the outstanding fees . Jackie Boges Code Support Specialist ext. 3513 1 ORDINANCE NO. 1048 -09 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF ZEPHYRHILLS, FLORIDA; PROVIDING FOR AN INCENTIVE PROGRAM FOR THE INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS WITHIN QUALIFIED STRUCTURES WITHIN THE CITY LIMITS TO ENCOURAGE THE SPRINKLING OF BUILDINGS AND PROVIDING FOR PHYSICAL SAFETY AND PROTECTION OF PROPERTY; PROVIDING FOR QUALIFICATION CRITERIA; PROVIDING FOR APPLICATION PROCEDURES; PROVIDING FOR SPECIFIC INCENTIVES; PROVIDING FOR SEVERABILITY AND AN EFFECTIVE DATE. WHEREAS, the City Council of the City of Zephyrhills, Florida, sitting in regular meeting is desirous of providing incentives to encourage local businesses to install automatic fire sprinkler systems within their new structures and to assist businesses required to comply with current National Fire Protection Association (NFPA) Codes by installing an automatic fire sprinkler system in a building structure in order to contribute to the economic growth of the city and to ensure the safety of its residents and protect private property; and WHEREAS, the City Council of the City of Zephyrhills has given priority to the need to plan for an incentive package to further the goal of increasing the number of structures, located within the city, protected by automatic fire sprinkler systems; and NOW THEREFORE, BE IT ORDAINED, by the City Council of the City of Zephyrhills, as follows: SECTION 1— CRITERIA FOR SPRINKLER INCENTIVES The City Council of the City of Zephyrhills is hereby authorized to provide incentives for businesses installing automatic fire sprinkler systems in structures in which the City Council of the City of Zephyrhills determines meets the following criteria: 1. The subject property must be non - residential in character 2. The business must serve a public purpose by advancing the economic prosperity and general welfare of the people with consideration to the overall environment of the City; 3. The proposed business activity is anticipated to generate more in city revenues than it consumes in city services; 4. The business is appropriate to the needs and circumstances of and will make a significant contribution to the economic growth of the City and 5. Specific Minimum Qualification Criteria for: new business: building must be less in size than 12,000 square feet and for expansion of an existing building: the total square footage shall be no larger than 12,000 square feet.. SECTION 2 — APPLICATION FOR SPRINKLER INCENTIVES The City Council of the City of Zephyrhills hereby authorizes that application be made to the Building Department to be reviewed by the staff of Zephyrhills Fire Rescue and the Building Department who shall administer the sprinlder incentive program with the following stipulations: • Company profile and background • Function of the firm • Location of project • Total acreage of site • Total square footage of building • Total number of full time employees • Number of employees to be added with addition to structure • Annual city ad valorem tax bill • Estimated city utility usage • Estimated city impact fees. Following review by staff, the Building Official shall make a recommendation within four (4) weeks to the City Council. Final approval shall rest with City Council. SECTION 3 — INCENTIVES: In the sole discretion of the City Council of the City of Zephyrhills those developments qualifying in Section I, above, and submitting an application for Sprinkler Incentive Award for staff review, the following incentive mechanisms may be made available, singly or packaged, by the terms of this ordinance: 1. Building Department Permit Fees: • Building, Electrical, Plumbing and Mechanical fees • Public Safety (Fire only) Impact fees 2. Fire Department permit fee costs: • Plan review, sprinkler plan review, fire alarm review and underground review • Sprinkler, fire alarm, underground and pressure test permits • Sprinkler pressure test, sprinkler acceptance test, fire alarm acceptance test 3. City property (ad valorem) taxes — not to exceed $3,000 per property per annum. The ad valorem tax waiver shall be valid for only one year. Collective incentives not to exceed $30,000 per year in a total of awarded projects. SECTION 4 — CONTRACT REQUIREMENTS Once an incentive package /program has been approved, the City Council of the City of Zephyrhills will authorize the City Attorney to draft a legally enforceable contract setting out the incentive or incentive package; specific performance criteria based on investment, size of building, public recourse for non - performance, annual monitoring mechanisms and penalties that will be used and enforced should the business fail to meet its requirements. Improvements shall be constructed with a certificate of occupancy issued prior to disbursement /reimbursement/waiver of fees and/or taxes. SECTION 5 — SEVERABILITY If any one or more of the provisions of this Ordinance should be held contrary to any express provision of law or contrary to the policy of express law, though not expressly prohibited, or against public policy, or shall for any reason whatsoever be held invalid, then such provisions shall be null and void and shall be deemed severable from the remaining provisions of this Ordinance and in no way shall affect the validity of all other provisions of this Ordinance. SECTION 6 - REPEALER Upon the effective date of this Ordinance, any other ordinances or resolutions in conflict herewith are hereby repealed in their entirety. SECTION 7. EFFECTIVE DATE This Ordinance shall become effective immediately upon passage on the second reading and signing by the Mayor. The foregoing Ordinance No. 1048 -09 was read and passed on the first reading in an open and regular meeting of the City Council of the City of Zephyrhills, Florida, on this _ day of _, 2009. Attest: Linda D. Boan, City Clerk Jodi Wilkeson, Council President The foregoing Ordinance No. 1048 -09 was read and passed on the second reading, following a public hearing, in an open and regular meeting of the City Council of the City of Zephyrhills, Florida, on this _ day of _, 2009. Attest: Linda D. Boan, City Clerk Jodi Wilkeson, Council President The foregoing Ordinance No. 1048 -09 was approved by me this _ day of _, 2009. W. Cliff McDuffie, Mayor Approved as to legal form and legal content for the reliance of the City of Zephyrhills only: Joseph A. Poblick, City Attorney 4241 Skydive Lane- Multi purpose Building 5,000 sq. ft/ Back construction Prmt#9638 SQ. FEET PRICE MAIN OR LIVING: 5,000 $ 41.61 OTHER AREA UNDER ROOF: - $ 91.00 OTHER: - $ - VALUATION $ 208,050.00 FEE SHEET $ 807.00 ADDRESS DRIVEWAY BUILDING: $ 823.14 ELECTRICAL: $ 181.58 PLUMBING: $ 121.05 MECHANICAL: n/a SUB -TOTAL $ 1,125.77 RADON: $ 50.00 TOTAL $ 1,175.77 fee waived per city council 6/14/10 SEWER: $ 1,082.39 WATER: $ 961.50 IRRIGATION: $ - n/a TOTAL: $ 2,043.89 * * " "•" Pay at time of permitting per council 10/12/09 pd ck #21996 12/11/09 WATER METER: n/a IRRIGATION METER $ I n/a FIRE DEPARTMENT FEES PLANS TOTAL: $ 300.00 INSPECTION TOTAL: PERMIT TOTAL TOTAL: $ 300.00 fee waived per city council 6/14/10 PUBLIC SAFETY IMPACT FEES POLICE $ 815.00 pay at time of permitting per council 10/12/09 pd ck#21996 12/11/09 FIRE $ 875.00 balance due not waived per city council 5% $ 84.50 pd 5% of police impact fee at time of permitting 12/11/09 $40.75 ck#21996 TOTAL:_ $ 1,774.50 ****•** Need to pay $875.00 + 43.75= $918.75 SUB -TOTAL $ 5,294.16) PARK IMPACT FEES $ - I n/a SIF'S: $ - 100.0% $ - 1.0% $ - TOTAL: $ - n/a T I F 'S : n/a 99% $ - 1% $ - TOTAL: $ 5,294.16 I t The business is appropriate to the needs and circumstances of and will make a significant contribution to economic growth of the city; (the business contributes approximately $8,000,000.00 to the local economy, (hotel, restaurant, sales tax etc.). Specific minimum Qualification Criteria for new business; building must be less in size than 12,000 square feet; and for expansion of an existing building: the total square footage shall be no larger than 12,000 square feet. (The new building is 5,000 sq. ft.). IncentAza,s that may be considered; `roil ) /.(c i V, tai 1. Building Department Fees: (Permit fees and Public Safety Impact Fees; fir o© �� 2. Fire Department Fees; Plan review f.._ , - • • e o pol y). and Test Fees associated with the sprinkler system, •,yl ���� "'�� 3. City pl (ad valorem) taxes — not to exceed $3,000.00 per property per incentives , . . , , ' . • : • e xe ellee-tfve - AL TETNrE3' ® >`-2 coir 15 Provide full incentive Provide partial incentive Provide no incentive RECOMMENDATION: Staff recommends _ _______ . 11 incentive through the waiver of B ' ding Permit fees; $1,17__5.7 Fire Department Plan Review and Test Fees; $300.00 and One •" $3,000.00 (per ordinance) for a total incentive of $$ 4,475 77 orein tax; Staff recommends we retain $918.75 Safety Impact Fee based on call volume. FUN -- - DING: Waiver of fees 1 �'-- 1 -k 7 AT / /-46 - F1- rata 2 CITY OF ZEPHYRHILLS- BILL BACK- 4241 SKY DIVE LANE - CITY PROJECT - PERMIT 9638 SQ. FEET PRICE MAIN OR LIVING: 5,000 $ 41.61 OTHER AREA UNDER ROOF: - $ 91.00 OTHER: - $ - VALUATION $ 208,050.00 FEE SHEET $ 807.00 ADDRESS DRIVEWAY BUILDING: $ 823.14 ELECTRICAL: $ 181.58 PLUMBING: $ 121.05 MECHANICAL: N/A SUB -TOTAL $ 1,125.77 RADON: $ 50 TOTAL $ 1,175.77 STEVE SPINA FEE PAYABLE BEFORE CO/ TRYING TO GET FEE WAIVED SEWER: $ 1,082.39 ** *PAY AT PERMIT PER STEVE SPINA WATER: $ 961.50 "'TAY AT PERMIT PER STEVE SPINA IRRIGATION: $ - N/A TOTAL: $ 2,043.89 TOTAL DUE AT PERMIT 1( WATER METER: �N /A IRRIGATION METER $ FIRE DEPARTMENT FEES PLANS TOTAL: $ 300.00 INSPECTION TOTAL: PERMIT TOTAL 3.i TOTAL: $ .PER STEVE SPINA FEE PAYABLE BEFORE CO /TRYING TO GET FEE WAIVED seer 3 PUBLIC SAFETY IMPACT FEES POLICE' $ 815.00 PAY © PERMIT*** P� INN .11 � (0 ..:, y41 PER STEVE SPINA WORKING ON ORIDANCE TO NOT HAVE TO PAY 5% $ 84.50 s 5% ADMIN FEE OF $815.00 = $40.75 PAY AT PERMIT** TOTAL: $ 1,774.50 1s 9.3. / 1 "44i: SUB -TOTAL $ 5,294.16 ( / c set 6~1 PARK IMPACT FEES $ - I NA 5 ra SIF'S: $ - 100.0% $ - 1.0% $ - ** PAY AT PERMIT*"' $2,043.89 + $815.00 +$40.75= $2,899.64 PD CH #21996 TOTAL: $ - NA BALANCE DUE IF NOT WAIVED $4.52 BEFORE CO IS ISSUED TIF'S: NA 99% $ - 1% $ - TOTAL: $ 5,294.16 j ZEPHYRHILLS 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.:' p Plan No.: O Contractor: / (cn) •—L/C Business Name: 5'1C 7 b • ,/ e"" 64-- Billing Address: . 0 ���III��•��_ i��-t t Business Address: 4 / 5' � is. mac.. 3 3 �?...- 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 utti 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 _ 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 26 plus Heads $100 _ SPRINKLER SYSTEMS _ Fuel Tanks - per tank $50 STANDPIPE SYSTEM _ Hydro Undergrounds $45 Sparklers $100 0 Per Riser $50 _ Hydrostatic Test $65 per system _ Fire Works $500 FIRE PUMP _ Acceptance Test 545 per system Camp Fire $25 0 Per Pump $100 _ Hydrant Flow $75 Controlled Bum $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 WaISmoke Wall $15 perwall _ 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 Annual LP Installation per tank $50 _ Fire Suppression $30 Fuel Tank Installation $50 _ System Acceptance (Per Tank) 550 _ Exhaust Hood/Duct $30 0 Natural Gas Installation $50 _ Re inspection DBL (Per System) (other than annual) 0 Spray Booth $50 0 Inspection scheduled DBL and cancelled Tess than _ 24 hours Construction Insp. N/C _ Emergency Vehicle AG 550 FALSE ALARM PLANS TOTAL y — INSPECTION TOTAL I PERMIT TOTAL TOTAL GRAND TOTAL I 7)•b — 1 Comments: hod - _-1..) Date: 1 D Insp ctor: >''. Arn — (4A------ Jacqueline Boges To: Kerry Barnett Subject: RE: Fees to be waived on permit for 6520 Fort King Rd Thank you From: Kerry Barnett Sent: Monday, May 03, 2010 3:03 PM To: Jacqueline Boges Subject: RE: Fees to be waived on permit for 6520 Fort King Rd Yes From: Jacqueline Boges Sent: Monday, May 03, 2010 3:03 PM To: Kerry Barnett Subject: RE: Fees to be waived on permit for 6520 Fort King Rd I had only knew that they were trying to have the fees waived. So I can waive your fire department fees and fire impact fees correct? From: Kerry Barnett Sent: Monday, May 03, 2010 3:00 PM To: Jacqueline Boges Subject: RE: Fees to be waived on permit for 6520 Fort King Rd All those fees were already waived from a earlier agreement. From: Jacqueline Boges Sent: Monday, May 03, 2010 2:58 PM To: Kerry Barnett Subject: RE: Fees to be waived on permit for 6520 Fort King Rd Kerry sorry not for Fort king but for 4241 Sky Dive Lane The new metal Building. From: Kerry Barnett Sent: Monday, May 03, 2010 2:46 PM To: Jacqueline Boges Subject: RE: Fees to be waived on permit for 6520 Fort King Rd This is only for people that do not have a fire sprinkler system and have one installed, then the fire department can waive fees. I would have to see a plan review before I can waive any fees. This is not for fire protection maintenance fees. Kerry From: Jacqueline Boges Sent: Monday, May 03, 2010 2:33 PM To: Kerry Barnett Subject: Fees to be waived on permit for 6520 Fort King Rd 1 Kerry placed in your box the new ordinance 1048 -09 for incentive program given for sprinkler system. Based on this ordinance the fees for fire department can be waived by you. Please let me know to waived the fire department fee or not based on this new ordinance. Thank you Jackie Boges Code Support Specialist ext. 3513 2 Jacqueline Boges From: Jacqueline Boges Sent: Monday, May 03, 2010 2:58 PM To: Kerry Barnett Subject: RE: Fees to be waived on permit for 6520 Fort King Rd Kerry sorry not for Fort king but for 4241 Sky Dive Lane The new metal Building. From: Kerry Barnett Sent: Monday, May 03, 2010 2:46 PM To: Jacqueline Boges Subject: RE: Fees to be waived on permit for 6520 Fort King Rd This is only for people that do not have a fire sprinkler system and have one installed, then the fire department can waive fees. I would have to see a plan review before I can waive any fees. This is not for fire protection maintenance fees. Kerry From: Jacqueline Boges Sent: Monday, May 03, 2010 2:33 PM To: Kerry Barnett Subject: Fees to be waived on permit for 6520 Fort King Rd Kerry placed in your box the new ordinance 1048 -09 for incentive program given for sprinkler system. Based on this ordinance the fees for fire department can be waived by you. Please let me know to waived the fire department fee or not based on this new ordinance. Thank you Jackie Boges Code Support Specialist ext. 35 1 Jacqueline Boges From: Kerry Barnett Sent: Monday, May 03, 2010 2:46 PM To: Jacqueline Boges Subject: RE: Fees to be waived on permit for 6520 Fort King Rd This is only for people that do not have a fire sprinkler system and have one installed, then the fire department can waive fees. I would have to see a plan review before I can waive any fees. This is not for fire protection maintenance fees. Kerry From: Jacqueline Boges Sent: Monday, May 03, 2010 2 :33 PM To: Kerry Barnett Subject: Fees to be waived on permit for 6520 Fort King Rd Kerry placed in your box the new ordinance 1048 -09 for incentive program given for sprinkler system. Based on this ordinance the fees for fire department can be waived by you. Please let me know to waived the fire department fee or not based on this new ordinance. Thank you Jackie Boges Code Support Specialist ext. 35 1 Jacqueline Boges From: Jacqueline Boges Sent: Monday, May 03, 2010 2:33 PM To: Kerry Barnett Subject: Fees to be waived on permit for 6520 Fort King Rd Kerry placed in your box the new ordinance 1048 -09 for incentive program given for sprinkler system. Based on this ordinance the fees for fire department can be waived by you. Please let me know to waived the fire department fee or not based on this new ordinance. Thank you Jackie Boges Code Support Specialist ext. 3513 1 4,R .44Y ENfNEE1N NC. STRUCTURAL ENGINEERS December 1, 2009 City of Zephyrhills - Fire Department KERRY) Kcvin Barnett - Fire Marshal , 48 Hector Noyas - Assistant Fire Marshal Re: Sky Dive City - Arkay Engineering, Inc. Job # 12774 Dear Sirs: This letter is addressing the conditions /requirements listed during your plan review on the "General- Purpose" building , or as you have classified the structure, "Multi- Purpose Assembly" building. Based upon the meeting held at the City Hall Council Chamber, we have agreed to install a full coverage fire sprinkler system and a monitored fire alarm system to protect the structure and the building occupants. Due to upgrading the building, per your request, a few other changes will be made to the building specifications which include the following: 1 - Change the labeling of the building to "Multi- Purpose Assembly" as stated above. 2 - Due to installing the fire sprinkler system and alarm monitoring system, the Fire Department representatives clearly stated, at the meeting, that a new /additional fire hydrant will not be required, at the expense of Skydive City. The City of Zephyrhills Utility Department is installing a new Fire Line to supply the sprinkler system and will bring it to the western side of Skydive Lane, within approximately 15' of the south wall of the existing masonry bath house. AAA Fire Protection Services will then install the required backflow valve assembly and the fire department connection at that location and continue on to supply the new sprinkler system. Therefore, any further request /requirements for additional fire hydrant should be addressed between your department, the City Manager, City Council and /or the utilities department; at the expense of the City of Zephyrhills. 3 - As per your reference to the fire rated wall assembly U309 (Beverage Service Area) on the original plans, due to the installation of the fire sprinkler system this wall is no longer required to be a fire rated wall and will be constructed with standard 20 gauge steel studs at 16" on center covered with 1/2" regular gypsum board on the interior and 26 gauge corrugated steel panels on the exterior of the wall to match the steel building. 1958 E. ED&E1,^lOOD DRIVE —. LAKELAND, FLORIDA 33803 PHONE: 863 - 688 -6500 — FAX: 863- 688 -655'7 STATE OF FLORIDA CERTIFICATE OF AUTHORIZATION # EB634'7 RICHARD L. KIDDEY, P.E. — FLORIDA LICENSE # 31296 E -MAIL: a rkay @tampabay.rr.com Page 2 December 1, 2009 Sky Dive City Arkay Engineering, Inc. Job # 12774 4 - The interior roll -up door and walk -thru door in the wall at the Beverage Service Area shown on the original plans as fire rated will not be required since the fire sprinkler and fire alarm systems are being installed. 5 - At the meeting, the Fire Department representatives mentioned a couple of minor additions would be required (i.e. emergency /exit lights that were not onto the original drawings and /or not in the required locations). As per the telephone conversation on 11 -27 -09 between the General Contractor (Bill Back) and the Fire Marshal {ievi-n Barnett) (4 it was agreed that these minor modifications or requirements would be 4J,,,& "red- lined" directly on the drawings by the Fire Department representatives and will be installed /adjusted in the field. Due to the progress on the project, the contractor has received your approval /inspection of the underground /under slab elbow at the fire line riser location. It is the contractor's understanding that as of 11- 30 -09, AAA Fire Protection Service will be submitting all required drawings for your review and approval of the fire sprinkler and fire alarm systems. To the best of my knowledge, this should address all concerns per your plan review letter and /or all items discussed at the City Hall meeting. If you need any further assistance with these matters, please give me a call at the office. Sincerely, Arkayg'n-ering, Inc. • chard L. ki de' P.E. SUBMITTED PLANS) HAVE BEEN REVIEWED BY ZEP FIRE MARSHAL'S OFF)CE Date. Reviewer /, 1f r f N = 1 City of Zephyrliills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: &C. Ce (-C i Date Received: 6_ 74-09' Site: 424 f 5 y dik Permit Type: b141/41,), Approved wino comments: Approved w /the below comments:`/ Denied w /the below comments: ❑ � (( (1 L) Lci k Auflefia evA f&nele,04-11eA4 ,( c r / : - 9 * 4 /4 GL it) 1-6 /AI G CoM P CF_7 --4 F ti c z) R4' (04/1 S L SLAG) /1 10 Sim APE /•fG ,l.E cCSS4-1 -- y/ . 41-de / god., This comment sheet shall be kept with the permit and/or plans. S 42,6e(___gi gad_ Kalvin Switz - Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 813- 780 -0020 City of Zephyrhills Permit Application # 0 1 0,2) Fax -813- 780 -0021 Building Department ' Date Received 0a - 2009 Phone Contact for Permitting a/ 3 -- / 95 111111t1t1IIIII leliTy Owner's Name C - O F z�-Pf9 S. ,e, G ' Owner Phone Number 8/3-79o-0000 Owner's Address 5335 8Th' ST ZG�,yYMizS 33.3J 92.owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address �J / / n Q,' JOB ADDRESS YZ // SKT 4)V LiT A) , Z CPY y/swa 5 1 � 3362_ LOT # SUBDIVISION PARCEL ID# /E 2a -22 --D0 -©86 0- 40Gro (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR DD /ALT n SIGN n MOVE 1 I DEMOLISH INSTALL REPAIR PROPOSED USE 1 1 SFR COMM 1 1 OTHER 1 I TYPE OF CONSTRUCTION 1 1 BLOCK I 1 FRAME I 1 STEEL (OTHER 1 I DESCRIPTION OF WORK 0 -t 4 / 5 7KVC 17 O/f OF N S7 - BUX 7 JG (mLi Tt- /'1',/'i) BUILDIN SIZE be) X �0 0 / SQFOOTAGE J HEIGHT f '" 7 / /� r 7/e��°'�x) 1 V BUILDING /D $ T Q OQ ' 00 VALUATION OF TOTAL CONSTRUCT I I ELECTRICAL $ ,20 000 - d O — AMP SERVIC (20O PROGRESS ENERGY 1 1 W.R.E.C. I PLUMBING $ / �'" p „� } 5 `„ pia-pi, /,„0,- 1 1 MECHANICAL $ ` (irn) VALUATION OF MECHANICAL INSTALLATION / I 1 GAS 1 1 ROOFING I 1 SPECIALTY 1 1 OTHER / FINISHED FLOOR ELEVATIONS a 33 / FLOOD ZONE AREA 1 IYES V NO 0 D � O II BUILDER J ` �� COMPANY &9eIt W�S1OG //4/... / SIGNATURE C ddd UUU � ( / REGISTERED Y / N 1 FEE CURRENT 1 Y / N Address 3 9/05 Ii A n/' i / r - , Z - WILDS / f( 33 J P L' CGC.O ELECTRICIAN a '� . � �� 0 . 1 � �� -� COMPANY _ ��! �' ' " + �� ••�� + SIGNATURE .%, : hra 1, / A REGISTERED Y / N FEE CUR — • NT Y / N it t , a /l�Sco Address —, - - -� License # PLUMBER ' / COMPANY /S �( S ,�.(/��� i1/C- SIGNATURE / 1' �� REGISTERED Y / N j FEE CURRENT 1 Y / N 1 Address /57 Z 7 S 30/ ,v - 0Al,',C ee757 1 License # ' /- C 06 4 1 (f y MECHANICAL COMPANY SIGNATURE 4/:141 REGISTERED I Y/ N 1 FEE CURRENT 1 Y/ N 1 Address / J (%4aSt License# OTH ER /// COMPANY , ek C,0�✓.S,/+re cmAJ, / Jc- SIGNATURE �C/ REGISTERED 1 Y/ N j FEE CURRENT 1 Y / N 1 Address 159/1) C , 4 //✓At A 1g., z-#/arre .335ya.. License # I C &C 0 A 7 N /c / 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 $5000) 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 Sewers Service Upgrades A/C Fences (PIot/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 IMPACT /UTILITIES 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 lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job is considered abandoned. 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 , OTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117.03) /� OWNER OR AGENT CONTRACTOR i // g � % �i --L- = • Subscribed and sworn to (or affirmed) before me this Subscribed nd sworn to (or affirmed) before meis b 6 by j! WILD /A0M b. ∎4 90 4 Who is /are personally known to me or has/have produced Who is /are pers9n fly known to me or has /have produced as identification. as identification. Notary Public Notary Public / 1 '',:; JACQUELINt bUUtS Commission No. Commission No. 1 Commission DD 621833 Explres December 12, 2010 °andr Thn;1, ^s �. an !nsuranor, B03- 3857019 Name of Notary typed, printed or stamped Name of Notary typed, printed or stamped _ Pasco County Parcel: 18- 26 -22- 0010- 08600 -0000 001 Page 1 of 2 9 Search Again Show Map Generalized Building Schematic Frequently Asked Questions Estimate Taxes Other Parcel Cards: 1 1 2 1 3 1 4 1 5 1 6 Other Agency Data: Tax Collector School Board Supervisor of E lections Data Current as Of: Weekly Archive - Saturday, August 15, 2009 Parcel ID 18- 26 -22- 0010 - 08600 -0000 (Card: 001 of 006) Classification 20 - Airports, Marinas, Bus Terminals, etc. Mailing Address Property Value CITY OF ZEPHYRHILLS Ag Land $0 5335 8TH ST Land $267,802 ZEPHYRHILLS, FL 335424312 Building $274,377 Physical Address - See All 3 addresses (First Shown) Extra Features $68,810 40450 CHANCEY RD ZEPHYRHILLS, FL 33542 -6585 Market Value $610,989 al Description (First 4 Lines) Assessed (Save Our Homes) $0 ZEPHYRHILLS COLONY COMPANY LANDS PB 1 PG 55 THAT POR OFD! Taxable Value $610,989 TRACTS 75 86 87 90 91 102 & 107 LEASED TO SKYDI -C TY Land Detail (Card: 001 of 006) I Line Use IDescriptionll Zoning I Units Type Price Condition Value 1 2000 I AIRPORT II OAP2 1 5.00 AC $7,680.00 � 1.10 $42,240 1'' I AIRPORT II OAP2 1 1.88 AC $7,680.00 0.90 $12,995 - 0220 RV PARK 1 OAP2 II 35.00 1 UT $4,447.00 1.08 $168,097 4 1 0220 I RV PARK I OAP2 II 20.00 1 UT L$4,447.00 0.50 1I $44,470 I I Additional Land Information Acres 13.88 Tax 30ZH C X Residential Code RRVPCL1 Com mericalCode RRVPCL1 Building Information - Use 02 - Mobile Home (Card: 001 of 006) Year Built 1980 Stories 1.0 Exterior Wall 1 Pre - Finished Metal Exterior Wall 2 None Roof Structure Flat Roof Cover Min Roof(Corr. or Sh M) Interior Wall 1 Plywood Panel Interior Wall 2 None Flooring 1 Cork or Vinyl Tile Flooring 2 Carpet Fuel Electric Heat Forced Air - Ducted A/C None Baths 1.5 Line Description Sq. Feet Repi. Cost New 2 1 U A O: 5 9 5 1 2 2 s $ 1 3 5 , E � Extra Features (Card: 001 of 006) Line Description Year Units Value 1 1 CAC -1 I 1980 I 1 $308 2 I SUNDECK 1991 I I 1,176 I $2,404 3 I UTILITY 11 1992 11 240 $805 4 SHED 1994 1,312 $3,050 5 I FDU I 1994 288 $1,339 I 6 I UoA II 1994 lI 234 $272 7 I CANOPY II 1999 0 576 I $979 I htt // appraiser. pascogov .com /search/parcel.aspx? sec= 18 &twn= 26 &rng= 22 &sbb= 0010 &b... 8/26/2009 Pasco County Parcel: 18 -26 -22 -0010- 08600 -0000 001 Page 2 of 2 8 II WD DECK I 1999 _ 2,970 $16,409 9 CANOPY 2006 1,280 $40,339 Sales History Previous Owner 1 N/A I Year I Month Book /Page Type Amount -- No Sales History -- Search Again Show Map Generalized Building Schematic Frequently Asked Questions Estimate Taxes Other Parcel Cards: 1 1 2 1 3 1 4 1 5 1 6 Other Agency Data: Tax Collector School Board Supervisor of Elections htt // a pp r aiser. pascogov. com / search /parcel.aspx ?sec= 18 &twn= 26 &rng= 22 &sbb= 0010 &b... 8/26/2009 11111 U 1111111111111111111111111111111111111 1111111 2009120355 NOTICE OF'CON IV ENCEMENT Rcpt 1260882 Rec:10.00 // • DS: 0.00 IT: 0.00 Perm No. .. A 08/28/09 Dpty Clerk PAULA S. O'NEIL, PASCO CLERK & COMPTROLLER p /8 � -- 22 - - ooJO O86ao - 000a 08/28/0981$ 1PGc Property Identification No. OR BK 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 CO1VI MENCEMENT. • 1.Description of property (legal description ;) ? p,y y,.;P« s CO (.oA/Y a). tAN6j ,8.1 Q6 55'; 774,9c'g 7 r a) Street Address: 4 L{ / S'K v B/ L %r- MN� ZE..egY/e /HZZ- S FL $ X87 ria // am 2.General description of improvements: 3 3S �2 A/C-kJ C0 d/Sr�Prr G 7 n1. p �' �p X % O 0 Sul L4 ii✓ 6- AI06iF /On/ TU R£rcnlT /o Lo04/4. Eit 3 .Owner Information a) Name and address: CI T1Y of ZE Ali VIC I! -/ACS 333 8771 67 ze"Vi2hLJ G.S , F� 33 b) Name and address of fee simple titleholder (if other than owner) c) Interest in property . 3 ntractor Information ,.� • a) Name and address: 14.)//114-41 � RJ}c // (B,C,r cods"; /^i(•) 39/D S 6 2.d /n/,9 -C- 4 ye Z- // /LLS �L � �� 1 b) Telephone No.: A/5 - 7/5 -- D /5t1 Fax No. (Opt.) .4 . 0 5.Surety Information a) Name and address: 4/, 4 • b) Amount of Bond: c) Telephone No.: Fax No. (Opt.) 6.Lender a) Name and address: 444 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: lt/ /LC /g✓r) 4, IS/ier 39/0:5 (:r9.R > /+l//9L- ! . w2IiiiieJ b) Telephone No.: 813 -- 7/6 .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 Signature of Owner or Owner's orized OfEcer/Director/Partner/Manager STE VE A/ r , Q A/4- PrintName The foregoing instrument was acknowledged before me this 2 45' day of cn as Y Y�l- , 20 / by in fact) for (type of authority, e.g. officer, trustee, attorney (name of party on behalf of w m instrument was exec ted). • Personally Known OR Produced Identification Notary Signature j ' J ,� Type of Identification Produced Name (print) > `� D INE g 1 '`���' D � Expires TMuTroyFainln�u December 12, 2010 Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, ^asd foregoing p � the facts stated in it are true to the best of my knowledge and belief. �'' I declare that I have read the foregoing and that FORMSMOC,rvsd2007 Signature of Natural Person Signing Above • STATE OF FLORIDA, COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE 0 OF PUBLIC 'ECORD IN THIS OFFICE WITN i = MY HAND A THIS ,. • DAY OF AI R OM "TROLL • R 'AULA O'NEIL, ` LERK City of Zephyrhills Water and Sewer Impact Fee Calculation Land Use Type: Mixed Use Warehouse No of Square Feet 5000 Impact Fees Within City Limits Outside City Limits Water Distribution System $961.50 $1,201.88 Wastewater Collection System $4; f'r2 $2,415.77 Wastewater Treatment Plant Capacity $1,082.39 $1,352.99 TOTAL $3,976.50 $4,970.63 • y City of Dade City I R Department of Safety Services Fire Prevention • Code Enforcement ®� • Emergency Management P. 0. Box 1355 Dade City, Florida 33526 -1355 14150 5 Street (352) 521 -1494 FAX (352) 521 -1498 To: Zephyrhills Fire Department From: Ray Timer Subject: Sky Dive City Date: September 10, 2009 As request by your office, I have reviewed the proposed general purpose building for Sky Dive City, Zephyrhills, FL. and I have the following comments. 1) As a multi use building the code requires that the most stringent codes apply to the structure for its uses. It is obvious that the building at some point will be used as assembly because of the stage and beverage serving area, so I looked at the building as an assembly. 2) As shown on the plans, the occupant load exceeds 300 requiring both a fire sprinkler system and a fire alarm system per N.F.P.A. 101 12.3.5.2 and 12.3.4.1. 3) Illuminated exit signs shall be provided for all designated exits per N.F.P.A. 101 12.2.10.1. 4) Emergency lighting shall be expanded to provide full coverage of the structure per N.F.P.A. 101 12.2.9.1. Sincerely; Ray Timer Dade City Fire Inspector Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (813) 780 -0041 Kerry Barnett Fax (813) 780 -0044 Plan Review#: 09- 071, revision letter. Project: Multi - Purpose Building Number of Pages: 1 Date: 12/10/2009 I have received and reviewed letter addressing the items and issues brought forth during the initial plan review submittal. We acknowledge the action you have taken to rectify the original plan submittal by addressing our fire and life safety concerns. I have "red- lined" the locations of additional emergency light units that will have to be installed. Understand that the installer will still need to test luminosity of the units in accordance with NFPA101 guidelines. Test documentation must be provided after installation. We look forward to the submittals of additional plans for the various fire protection and life safety features that are being planned for this project. 410 Hec oyas, Asst. Fire 1 Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (81.3) 780 -0041 Kerry Barnett Fax (813) 780 -0044 Plan Review#: 09- 071 Project: General Purpose Building Number of Pages: 5 Date: 9/2/2009 1.) I have received and reviewed Plans for the new construction of a General Purpose Building to be located at4241 Skydive Lane, Zephyrhills, Florida, 33542. After careful review of the plans it is found that the project cannot be approved for further advancement until some of the concerns of this office have been resolved. The intent is to provide a insight into current requirements that will insure the project complies with Fire and Life Safety Codes. The project is being labeled as a General Purpose Building by the parties submitting the plans. Actual classification by Life Safety Code, NFPA 101- 12.1.3(13) classifies its use as a Multi- Purpose Assembly. Assembly occupancies are characterized by the presence or potential of crowds with attendant panic hazard in case of fire or other emergency. They are generally open or occasionally opened to the public and the occupants, who are present voluntarily, are not ordinarily subject to discipline or control. Such buildings are ordinarily occupied by able bodied persons and are not used for the purpose of sleeping. Occupant load for this building is calculated 1person per 5sq. ft.(square feet). At 5000 sq. ft, minus the beer/beverage area and the platform which calculates to approximately 774.26 sq. ft., then using the aggregate of floor space left, approximately a total of 4226 sq. ft. and what was used to calculate occupant load. Occupant load potential is calculated to 845 people and is the basis for additional code requirements. Due to the occupant load being over 300 people an electronically supervised automatic fire Sprinkler system will be required. A fire hydrant will be required. Flow requirement is minimum 1000GPM. In -Line Spacing from other hydrants, eft. As noted on site review dated, Oct.15, 2008 and Oct. 23, 2008. 350' 0.,, beva 47 4-0ch) C a) 2 Rated wall shown does not meet UL listing U309 specifications. U309 calls for wood studs not steel. Submit proper UL assembly number for the use of steel studs. Also, provide specifications for rolling fire shutter and rated door. Revisions must include these requirements. Fire alarm, sprinkler and underground plans must be submitted separately. Should anyone have any questions concerning this review, please do contact the Zephyrhills Fire Marshal's office. 2.) Site inspections will be required as well as inspections for associated work performed by sub - contractors, i.e. fire alarm, fire sprinkler, fire sprinkler underground and so on. Permits and submission of plans are required from sub - contractors performing associated work. Including but not limited to fire alarm, fire sprinkler, fire sprinkler underground and so on. .t . /L /:_ . Hector Noyas, Asst. Fir, arsh. ** *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. • • `. 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CI) - _ _ JT -101J DJ -4 ® G lore co .4 Q m rl I. e , \ e m, m 12' -0" c -rl ° o u) - { m D O wO A rn Z • 12' -0" F o v 12' -0" ' Z -i C A o o rn 0 D N 12 -0" o N o c� N o 0 1 N w N N O X 12 -0" O D -1 12' - 0 .__ 71 c(./) o -1 = -I I CWF -1 x m 410 = NED 1 W ' ii ti ' ' . 0 - Z JT -101 71 ' J -3 O �' Fri 2' -10 1 r- 0 - 2' -10 1 I" z o v , I F 12 -10 1 " - c � o k„ C) 0 1 m 2 -1 1 w t o 9' -° 2' -10 1 " 1 -p. 2' -10 1 " JT -101 _ DJ -4 D 12 -0" 12' -0" 1 1 12' -0" 1 12' -0" o o m o 1 1 12'-0„ w , ° ' C 12'-0" 1 12' -0" - cncn m 0 _� E�W -- 0 1 o o , 0 O , � I CT -102 I ili D T m m mmos O v m v m 0-1-i >M0071 -10 NO(Nr -I m m O m O mm T 2 -( ; O O> m O T U y W N -' V m5 m ArTmmr m x 00 m mm OD WO - D - I� O ��` T Amm C p y m00P 0O DKAmyrFmmT D D D - D - Dm mADO OD OZ w Oa > comm - r m r O > V) > m W m zZmD m Z N �S - (NO rr AMZ D m ; Ao Z O W m - AZ)CmT i Z< � >MT Z m m Nr x o y W O C ( C - �A1�7 p mO A�Ar W 1 ? ) D r*1 D N- N °- m n� o, O D F v 0 < ° r < ° D A -< O n .X n 0 p D r 'DZ v M 0 x mA ommcm*I p Vf � O TCFOF C z Nm? 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(n p Z i 2 AA 01.5 m z N W D A A Z) O A m m -1 >>N O T F mN _--12m Dog = D m ZmD.ZO c ) W .Z) V).Z1A m Vlr Dc -iz- ;7;',8 � n � ?� C° W Zm > o o A o mm 'Z7 ° cfl l C Oo N OOZV)2nDz'ZI r G O Tc� O � ti O �.Z m I p .Z m )� N I x /1il to os min O O < r O c T vi _ v _ -( z (n o S A m o n m` o 0 ;z0. m, 0 n DM � ? � m c o 0 { m y O m T� om <�ZI V)Z �(7 =V)OO m-iC {TZ D - m nmN D Dm D CC� Z A N N m ° C x - N O A » 5AV) - Z r D D Z)AAm m - --(1 r�+Y O y nA m Zm jrmo m x mdm °O -m o- A n z� D Z m y m m p 0>omrmm mo m (*)mCDt+10md00mi0 m DEm oA AD oc2 K,-.q 2 m c m O m nm m Z ;A - D °- �mrl. A5m <D mm AOr. A T Z y zoo O ( A j j r mm- >0 pmt ;� F y < m < > Z) O OA Z7 ° VI m Z ° Om 'm rm gmm O O D V ) z A m A V) z m p m OA 7 OZm AO O p A D Z 0 mF T. AmmV) - - A ODrTI (nD V)D= OmV z S-((A D A D Z A D O AZ�DO - �O A� - c0 �0 p ~r ��c�r ZoOam A COp n0 DN O O �y A O T 0 V) ADCO r O � OmW -inc F mZ Aim . Z - z m m-1 r�) O < �m OD a yp Z _ 5 0 m m D W O c � 1 A Z Z72 O z • 0O r0 Amz_ Dm00 m N o›.-2- N N N c C) D T O O n m O D m A y < m p ; m V) - cJ Z Vl C V) ° O -. A z C r c O O D - O F T O; f _17Mo 0 (O W 002 D DO 71 W mOD nmz V) �m T(° ZZ Om m -I -i p A 4 mrygZ x rm m m =z �C << m � m N ny m z zS Opp y = c z i v W �cm v c ym D � m cO m yy Z O o Z R m a :° o={ f • 1 ZI Zm r ° D N r m �� -1 _ __ > Cn m D n m CO 'Zi m n Z)>F o m- Co V)r D m • P m A D � p Z m O - O m m O A A m � A D Fri D A � ~ m O Z V) D d 0 0 X H C 0 M M � z ti <Z A z O D- m m D 2 V)OA z m 0 rm r O yy - 1 = 00 D 0 O m C OM D m A � z 2 T m m C W ° Z m ~ n - N f�* 1 < z N ' J m SN ~ rag z m OO D zmp �AOm Or OO W Z D Z 2 W m2 ° 0 1 1� m °g c) N o <s =� � b> ° D m �oo �) r g 0 (n r s °� D( o m Z D m m-8-{m r2 VI z Al' j O O pZ1fF f* ICmAZ m AOr T m=F CO °D -( D O V ) -{ z 2 A O i E. 7� O (T( D mm Z O C Z z =00 A Z C r <�o A clz,mm 0-13z e OOZ -O Va)1�im OA Z1I m Di DV) x m r T Vl °m > m w o o l �m �r- m NpODOD DO V) V) ? m O T c V) m y � c > Z � O0 o m .Z W D < O m r1 -D T Jr �* TAy < N < M OM C � Z f+) W V) pp ° m m i rp C�mZ)m W ; Dm DZ p � O m l ' SmC Rl ° mm (- mO-oF ~ OvmZD ? < Cpfa --C z OyoTlm0 D- CV) m�A ID/) A ,,0002➢ A M 01 - ZZ) *� 4SmyTO° O m -y S �I A • • • iZ � Z A 0 > AD 2 N zm O Z D ° -< O m m y z y 2 - 1m( r lW n _ m 0 , Ay r 0)) m Z co >° > O m r N OZ1 O Z7 V) 0 V) m OmD • O D O m�0 ; x Z In pl N /1 fTI Z! D 0 08 c\ o_A A A A Z-1 Z - m D y Q 77D V) ° r O 0 � D X m m- (gy mp zaS D Z Zm oz �C o ° DC H m > °m Wzr AV)m mA m.ZTIm m �Z p � m nn < m" �a OO N O mAp 'A. A °� M m m O O ,Z O �ryDW ODo ;yA °Dm�m O �o - <D f*IZ D n! -m °W n = A 00d_ OZ m C m OC< r m Om _,, Oi ' - z i we > m ZT m - z m .Z T ] " . 'T m z2yDI!I fmTl Z f*72 C D ' n O D D o f V) r< 0 z m N DNmrA O O ym mozd� O-1-1m o dO <z A n mD DZ 0 0 _ m O Or �Zl -i a Aom n S O m c8z m a 4 8-, z �° O VO 'A ° MMOZ>Z 0F DanO c r f ^ +1yD � D z T y z i n < ° A m z O r pz r� x mo A mi m mVl o z mz �• mm0. m ro8')p rp—m_ mo D N. C O AN 0 (n 7C- Z C O N mZ- • A N 0 1 ° NJ yC A O O W m A D� > vO m Zr m 0 { m z m m A N D r 2 A 0 A /� D V) m f Z7 O VI V) O Z V) D O M; 0 O Zl (n N _ AO 2 p TI_ OD -i ce o oZ1 VI o a ow-,- y 0 °. 300 Z�l)00 -1 Zmm C m=A> mNV)AZ0 Z A T KDK2K K Z �m2i d A r O zmo mum mr W m o0 pi11A >AC mw -t oz oD 8 P N v °f N A W N 1 1 mV <mmAD 0-<c Z L C fir- D o2 O A 1 n m m( 0= Z <( I D ^N D D m rODOmr; A(nx,.mpZ „ v o,A rn 2 T V) 2 D �D O ' Zmmcc- 2m1 �OZZfT1F�OC Z p C_ <D mD2 DOD VI •AD r D m O m m; ,,,o0 �VI AT-iOp T OO 1 0 -r O A gdV)f*l ; r r ro > > C A > . W _ Z VI • ''',/. Z J Z p Z AD yzc 2 ( � � c0 O Zr Z � N( N ji °A OAC m N . mOrOm Z Z A r m Z r (-) p � ~ -1] m.l)N�Z < rm0 > -1 W ;2 °CO P1 )O ; O O Z O n O o < O A m > V) Z C A PA, m D Z I A01m (M /)A= mD 0 fm 0 rn*1 � rn f O rZ *) rm m 0 Z Z O ti AC z m! A Or z dg ,m S2 FT O �m C A Z ,, Z F * T, Cz Or c>( 4:112> o o m r °m - OD ° -iC p0 -id Aro �'_°. V)z-- D-1 C D 2 p A mC TO( a „_, O ' ) = m m T O � mVI A -d rr'°, °m m OO r r r 0 Z r � 0.-><3 r m- m- 'D m r C D V7 V) V I N A 2 V l D C o C O O V T - (A. 0,____ s 2 GGyy A -D W ZO Z) W O O '< � T z z m- O X O V) N O A T m r O Z D 0 A- m C .64.7.2 p x O r m f*1 A A O m yy m D C o o C o O 0 0 A C 2 O ; O z m N A 2p A m m Z m ( ^C O (n TD T z T T TO N r T 0 O Z D O 0 'Z)D 13 x - O{ n z m A O O A m Z) D A I Z, ) D T ZI 1 0 A O S Z1 Z r O V1 r O ; Z O m z O Vl r 0 A Z: cCfTl r 1 ° T1 Z� mmZ 1D O mZN00 000 D m 0cl D 2 p A T 0 T D N O r 2 Vl r V) O Z Z) CO 0 m Z _ � Z A j V) 0 ( m /) D °�mD yO m VI�A °0°M-r0-i fm•) 0 m Z n m n0 u m T 00go 1 °�W�c m Dj = Z- ( O p , ° (n30 Vl >N I r A 0 m u) D O { r Z� AmFm mm < �-Oi o ° z( ~ /1 m? 2DS� � Z0 ( z z �m p m CO 0 0 O m z m M° 0- O- . C O D 0 Q C Nom• < f moo) m °VI mI 0 0 0m ~ ; ° ; D m A T A V) O O AO > 0 .,73-<0 m - AI V) D C Z( , O o < Z r r m ° V3-2,10m m A CO V) N y O• k,_0, z C Az O T Z I O� C' pmVl(n m O V) V)2 °=ppy V) `N.. y o C z m m ^. Cr- oots a 0 m r 2 °�oZZ= r2K0 -0 1 2 z o 2- ' a >r .--, ,, , -, .0 m r A „1 m z0 OTN 1. D2 D 0 00 -i -1 . m V)7c O — T7 O > Z I o W ' A D N m T m -1 0 f u! O A VI 0 m 0 _1 m Z z m A p > > Z C f AA *I I'1 • TmFy z Z-1 TA - V) O A c_ 0V) V) 0 -iO < O m ;2N , p 3. T. D CO - ° N N 2 t(” > T O O ? N OAVl - 0 ee '�D�Z D co D� VIZ ° ( _. ) ' OZO DZ V)N f*I m 05-IN 0 O = Z O ZD n Z OO A D D A mm m vN N O D r TG)ZPl m VI D T J Z O O (/) A D r O z OZ mT• I Z O r r D N y.y m o ° r ° 0 Al O T M D m mrr(7CN m �m �� °r 0 D r�? N A ZI ti r N 0 co O m m Z r "' ( 0 m ( - ) r =0 3 W O W N� O A F O Z OA z O A m 0 z V) C rI A 2 0 O m D p .' m A D m Z O - VI Z �7 ° O T O 21 CD 2 f .n rN 00 -1 N m 0 D MO � A O > m m mmrV) IA mN 0 W M W O� Z Z Z > T m A d O A -] (n -� + D yO ° O c z ; C mO Z e m > N Z A O AA � V)D O N O 00M> p 0 O 0 C > yy O Z n ' •• �� y Ili r 0 Z) m O S Z Z D --I 'A lm„ (I� Cl A; O 0 -A w 0-Im � w m D -w3 �m c T m A w m OA Z- Ir / � r > 0 d� mom<gmomm 2 om -m 2 m m *zp(Di�A 0 co F z ° ° m 30 0m NJ 0 O O O r O A A I A -1 0 Z V) z m O 0 W A �O . p �rz+7 m°—moo 1 o D� N p A < C Z O N O 0 D y Z AC m T m m 2 m 0 W N O I s 0 W p).1 0 m m Z O o D 0 0 0 ; T N p y N 3 Z _' m m <D W D I p C C 0 Z ' m m O Z m C 2 A c m S Z Z ( ° *1 N LI , `3 C 1 8 ,I T In K O ? N 'Z) p O r p p d A S 0 O co 0 V) (n V) -4 N A D T >>3 _ ') Z n ZJ W 0 D 0 ° Z y 0a I p - N K z -n m V Z (n S O p -i 0 O - >m r • D D T D m m > A A O r' V V oz r CV) r 0 r� -TN r K Om ~ O m D Z N 1 0 z o m 0 O 0 o O ,T,', Z 0 -; Z D p D O N p Z x t S iI N Z O .Z7 V) n O p . Z°1 ; O D O z0 V O o m 20 G m o m 2 Z O D O D n KM -� p m x C v Z 0 m D Z z 0 � O m o ° w ' S 0 ? rgx 1 r Z D Mil 1 Z7 0 z W < r X m ° V) D - OM V m ') ; p� m w 0 A 3 ce f ■ r a ' T /�' m ° z a v � 2 � Dg z 0 ° = -o c m m v (..T m "- m m =m 0 rn mZ m (" J ° °or-i 0 0 W 3 i� 0 m m N 1 O 0 D A O 0 rJ- v T < > z r, O {,(." ) P O D 2 D 2 2 k58 00 1 < m Z m Z7 m D m c S VI no r T r A A (n 0 Z O A =OTZm D - ■ i( a m o f O M mD O O V) Q o® r A a O O r r z0 D 000 �Ca) o �i . 1R sx • c 1 0 r o D j 8p z822 c D O N N '�' r�• m)._ \I O On ° T >m0 (-)=-1z p 0 ° o g `� Z Mi D ; o N m 0 O ,_ 2 m{ ;°.c),; i c) m- mx _ C a( w o m m a ^ z 0 rD C r(7V o� S 5 S a' € 5 €' S Z. \ A _ _ OZOVaIOw- D i—.— N O x > P1 p I0 0 0 1 N m O N O ° z - n N m .Z ° ) C a I' I 0 0 l O N 00 0 0 � A� A A00 0 O O OC , QV) a �( x zOD m n° o O O n VI n m° ° C N MUM H A Z < -A 0 � _ w ° u ° ❑ II n1 ° D = v v < A m J CNyN �x o ?c D • 2 I I° Io o I T T ��p- Ac W� 9 4 3 9 9 4 >.+ p m R 0 g = N In Y X o =2z m = N < @ s ' B @ y TN(11 Z g`;`,.. ° ° p I 3 p ^ A AA O oO P1 m e Z � rft. (n o m V) O m m A 2 O m N OO N r D I 3 2 9 < .T°7 N ° p °n C 0 a 0v xi OR o 1 _ ^ II m II T mno < ypD � I C � Dm C 4 -.�3° R I m 1 m z Vi o p I p g) 0 As erf Z A•3" D N N mz m mz° c Z zz N ; II � I 1 I D O mm � oz d G7 g i 5 '! 2 o 1 1- 1- 1,I-I-L.I-Ial 1 Q I ae$ ? n rn o O __ g 2 w .. FE 5 ?=p "I 3 A, A:. 1 414 r 1 7 . g 4 ?,4 3 PROJECTION m jr I ]z n )Z O )m C O 2 O 50' -0" OUT -TO -OUT OF STEEL 0 0 0 0 8" , / 25' -2" , 8' -2" / 12' -0„ 3' _ 4 " / 8 " D co _ y r Li N T N 0 . 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N p TJ =Dm m - o z) / D C7 mFoo� r �� rnz) m > z z= p m O DJ =0 O o m m m m m A O z _ O n p D vm z C m� O m m f D o A Zm O > Pi m m O o D ` °m =o> Z - 1 Z X z o pz q'P1 O O V) co m - v ) - ? m re l7 vv o X z rn i f N o W < a O c D CO N D D A m O -o O -i A vZmm ��m O p Z� D .� f m m O r� � ** 11 T c M o S. �'=as • -IZ y� rn Zm m 1_.XM 77 D Wm 5 z � m P1> n N 73 Az mD mo r 0 S T 1,... w m ca p D -1 ��� O > O m0 v Q N 0 0 q WD D D O O O D O v 17 CD m Z -r-, Il m _ T1 It. ca m — co Pa m z > m 111 11 0 Q r CO 0 o o m D O D 7:1 cts r- - n =O 0 rnvv ‚ P 1 = O C C 0 0 rri 11' C m N O W 00 _ 71 73 73 m-- Z z CO > z O Ili m m xi- 13 z r Z rn m O Z y n 0 z x 0 D< rn D m Z 0 -um x r- c m v) 50 O v) cnoz cnz O OOO -1m-1 N { m0 mm D 00 P = o -o m D 50 (7:, > m v m =K ---_:K mf< =WZ < N° m m Dzm z o o Z A = o -I mm� N rTi � X) M� �DN D� D 0 = �o mW Z � m o m � x i� < z J 0 � rrn r m mN� =C � � _ om - _x 1 Om K P1 m = � � 0 K-' o 1 D D =D * r NO m 77 0 � m 0 • p D O O m O - N Zm� =r i_.) �� 1 Cm -1 — Z " W _. m_ D C Z� D P D N) 0 �m �11� r- c I z - o N —Al or m P 1 . • • _. 0 ° O N CD m-1 A m < O 0 o C D y. = m H r - I Z M 2 W0 r r_ , 73 h c o M m o m -D O N E Z7 -- 0 o m O D C m z - o M m m � o mm< r m n m P. D mp w n O z :o D N y O � c c. r \ G 7 O J _ Z m -ice � _ > m N D O O (n __, CnF f1 oN D `_ O 0m zm0 m � N mfu Z7 C D m cn m �� o O in 6p° D nD om - N i m 0 m n rt r c� x° c x rn m� 0 D O rt m - 0 w Z K 'm �. F 'Q Z 0 Zm 0 10 r ri T° m c 0 m A m _ -_ - >- > (1) m n7) O ) O m m x O > m O C (r) -0 � -i m * --I A almaDZ m zc, < Z A -0 < -7 H 0C) o 1 o M CO X) V) m mm0 D 0 m n= 0 D m N 2 N w x p C Om m w w � ? ' z D O2 mO �p z w PI F, m mpm m �O frl Nz Zm� r N z r °O 1 �� o 1-N D� cn t p i- m' o1- -I �c J �_ M <m r 0 1 a (n m m Z( �. > V) O P1 m 0 Z Z r z o > mo cD < -, * = i U") z ?m Z r m ND 0 0 0�� i m 0 A Oc m 0 Q m r0 Z - x - o o mc r 111 1- -- 0 z m pm I �� * * -I aJ 2 O N ®_, D O � p D = D Li) n m =n m 0 r = -1 m 7) n = n A > z � m 0) U _ ) D 0 N n „, m m Z `) D - z C/) = m O ■ P1 r x) 0 r c m 1 �m (A D0 Z -1 0 1 m • m O -+ ! m c z D o z a 1) m 08 u) 0 D C o p M -< 1- zz (A N= 0 Om N 5> 0 I O r • m 2 ; D 2 D 'U 2) 1-;-' CA _ -I -D P1 � 7 H3 z nm -o \-I1 > '.'1 > N -1 N3 -1- > \ . 7) , . -1 G 0) PI -1 — - 0 ,T, J = r N Om 00 > . M 0 • m W ��O N� O � 0 D D = K 0 O m n 0 v O z m r O cn m -Ci * A '*i 0 0 Z \� \ Z -i Z m (n m r OZ 0 i \ K� m i O 1 .Z) c o -H n r_ p ft O mcn0 =0 p O ' -i � m �OZCm z 0 u, 0 0 Z0-i / c y C 0 0 ' Z 7) N-+ > - � i . m g. re r 000DH > ���_ ® G) N rn m CO � \ ` O� - = I S M -< o D 1 N 0 D r 0 • Z = 0cz > c� 6' 0 �N •/ 0 r- ® C z _ ° K @ 2 2 / / 3 2 / g / / co % § o m . — Ge % m m m * 0 0 .g / >r 0 0 - 2 m � \\ / > y ° m 71 2 0 2¢ 0 }7 —� • 0 / \ m mo / �M 2 2 R « mo m ©® m m P1 4/ o� - ®9 w ± o e . ..w= � m § ®� m_ / c % g § - § 9' _� / _ % < § 3g / 2 $/ g\ in y Q • < = 0 ° 2 gA / I - : \ -1 >m > 1 � m .. \ z � P } -I m -1 m e Q ƒ m > \ 0 > CO I =a > > 0 2 > ® P1 § % g g r / / f CD � £ 2 2 y § : 2 — % > e t e f 2 2 / e / / § 1 jIi P \ } �{ e / e s / »8 ) \ % 0 2 \ > ) / M /)\ / \ \ } ^ ` � in m > ® 1.11 ~ - m � � » 2 > 2 J m / > - = 3 ® 0 0 z \ \) 0 \ \ / -0 Xm - (J) ¥ 7 \± Cl) f � > r-- °\ 0 \ \ ) 0 0 / ƒ ƒ k > m ® $ E » o m n < 2 m \ / ƒ _ £ @ f ; > k ƒ / -1 / r { A \ / a 17, / � } « / m _ q ` 0 G �� 0 0 ,� / 0 2 - M � c p * / \ / / \ ( ^ _ _� CO �� / / r / STEEL LINI � �� e m 7 0 FIELD CUT m 2 E « co m . p $ 0 \ / -- Atir co -4 % > § 1 � { MFAM £ � f i + 1 /'� ® 'r rn - Z \ / CD 2 p 2 % CO \ 9 § f \ R / = p. \ — \ K / £2 » 0 -nmi• n >• =¢f r A \ = co § \ \/ \ % \ \ - 0 / \ % / ƒ 0 § @P3/ $� \ //V n %9 2 % / \ ) m e 2 � \ / ± /2k o / 2 0 o 0 \m 2 J £$ A A z � z � _ X 2 = 9 >< 9 a 2 L,----jr" Pc� e7 \/ c=oef azm - _ § %§ 2 : = m 2m 2 � E g £ _ » o $Q\ e%0- §efe o q 0 $ 0 // ®\\ §\ / -n / � / L \ 0 0 > G) r O CO 0 D 0 M > ^ 0 m = _. K y D y y -K D D = m = Fr =1 I 0 m r D z o r D ?i 3` -� • Dm r - z m D o m = m n� m Zr — T - rJ r 0 0 K z z J 0 0 n m 0 rm 1 ° 1 m 0x U n 0 4 r 0 1� 1� Z m ,ter m-' m ° 7) - o vZ N = P1 I I m I 0 o m > �� P1 D S r' I • 0 O* p > K c- m 57 7J 0 Co K D. D 1 p g Z _ m -I ° i l _ , co N r _ CO K X c- x N 0 co r m — n <-, m - o r > x - ,__,I 0-, m D > a 0 X � r -1 (1) La N 0 tD O co O O m m D m 0 7' -4" o� r= N 8 r o m ° 0 x r K Z p Z ?t CO o � 0 r � m x -I w Or 1 -9 r r n Iv O - U' mo O n m O 0 O O z z �z = — z m D m ° �e C /� G7 O m G) z D p L V L J D D 0 1111 r ^ D in ) < z > 3 m 3 m 3 0 N p m x O ° p � . 0 --H v N O rR r z 0 r 1 c-) 0 — J r 0 m - `1\-) a, O X - - -- Z7 x a) -n m° O x G p DJ m m _ -I > D X� D r " > 0 f CO cn - P1 O - 0 D x co \ D p m D I --- - - > I o Z 0 m O o A O _ m O w DN c O N > z D -o .-0 TI > x . co 0 x > r m P . Df > -i C D f co r m _r _ xt I co * fl C. "7 2 I ,.: > m00 00 rN 0 P1 �1 M Z oP D :- °° m D ( 1 I I r� i rn >Zp 0 p- Z -I - I I vp E O c) o 1 u; = D 2j —1 c_ N� O Z -,- K m CO c m r > = > I° o CA CO 0 W mD K O r O —I V A� p 6 -I r - � _ . 0 -i < y - 0 - CO r mp�l K m r E ri -U 0 —i D m ;3 D 0 z -I Z r 7 4" GIRT D m r > I V - ,. D • x r © - 0 r w o m 7' -4 p - D m D > =9 - v^ m 0 K r p -11 FIELD 3.-.0 AS REQ'D. D F y I _ m m m m LOCATE 00 3. -0 c o D K k ) Z > 0 m N -1 P1 0 - N m r r m -1-9 1 LT, C �r � 0 c_ m 0 x r r 0 pi p? 0 0 • OD r X (J) O K n * - ° 302 O a) rn z m D m y m m - m —1 m 1 N m om - f O/ II ± n- ( I = N o — z Z LEGEND LEGEND S. SET GW GUY WIRE F. FOUND INV. INVERT LR. IRON ROD LF LOWEST FLOOR ELEVATION I.P. IRON PIPE LP LIGHT POLE N &D NAIL & DISK (M) MEASURED C.M. CONCRETE MONUMENT MAS MASONRY A ARC MES MITRED END SECTION A/C AIR CONDITIONER MH MANHOLE AC. ACRES MHWL MEAN HIGH WATER LINE BFPD BACK FLOW PREVENTION DEVICE NGVD NATIONAL GEODETIC VERTICAL DATUM BOLL BOLLARD 0/H OVERHEAD WIRES C CHORD O.R. OFFICIAL RECORD (C) CALCULATED PB PLAT BOOK CB CATCH BASIN PG PAGE /PAGES CBW CONCRETE BLOCK WALL POB POINT OF BEGINNING CHB CHORD BEARING PRM PERMANENT REFERENCE MONUMENT IL CENTERLINE PVC POLYVINYL CHLORIDE CLF CHAIN LINK FENCE R RADIUS CMP CORRIGATED METAL PIPE (R) RECORD C.O. CLEANOUT RCP REINFORCED CONCRETE PIPE CONC. CONCRETE RNG. RANGE CS CONCRETE SLAB R/W RIGHT -OF -WAY C.T. CURB TIE SAN SANITARY CTV CABLE TELEVISION SCO SANITARY CLEAN -OUT (D) DEED SEC. SECTION DEP DEPARTMENT OF ENVIRONMENTAL SF SQUARE FEET PROTECTION TSM TEMPORARY BENCHMARK EL. ELEVATION TOB TOP OF BERM (A) FIELD MEASUREMENT TOS TOE OF SLOPE FF FINISHED FLOOR TRANS TRANSFORMER FHA FIRE HYDRANT ASSEMBLY TWP TOWNSHIP FPC FLCRIDA POWER CORPORATION UP UTILITY POLE PROPOSED LEGEND N' DIRECTION OF FLOW ,c EXISTING ELEVATION + * ELEVATIONS ARE BASED ON NGVD -29 18.87 PROPOSED ELEVATION NOTE!: PROPOSED ELEVATIONS AT CURB LINE ARE AT BOTTOM OF CURB FACE. ADD 0.5' TO THESE ELEVATIONS FOR TOP OF CURB HEIGHT. (MEG = MATCH EXISTING GRADE) --0-- 6' CHAIN LINK FENCE -I-- SILT FENCE O NUMBER OF PROPOSED PARKING SPACES X REMOVE EXISTING TREE SYMBOL LEGEND OS SANITARY MANHOLE ELECTRIC METER �•• PALM TREE ® OAK TREE ® WATER WELL ❑W WATER METER J QJ FIRE HYDRANT LU TELEPHONE BOX FIR(1 /2') LB107 z c0 O d 0 C 0 v EXISTING SKY DIVE WATER FEATURE TO BE MODIFIED AND USED FOR STORM WATER TREATMENT AND ATTENUATION FOR PROPOSED BUILDINGS (SEE SECTION A -A) TOB = 80.0 BOT = 79.0 DHWL = 79.50 DLWL = 79.25 SHWL = 74.0 + + e , •Jy. to O C3 0 O 0 rq (PARCEL "B ") Lq a 3 3 + *d eo + +)d� ? ,) B ' FUEL TANK CONC. •� O z 0' 50' 100' SCALE: 1" = 50' + _ ,e � +,a ( 7 2 +j, + LB10") a *, +� N.W. CORNER OF FIR(1 /2 N. E.1 /4 OF S.W. 1 /4 ") S00'05'S5 "W 507.69' P SEC 18 -26 -22 L8107 _ S00'0 " W 941.30 " 30' PLATTED R/W - UNIMPROVED - ,� �, WEST LINE 6 F N.E.1 4 OF S.W. 1 -� 28.8 N00'0 55 E 895.00 @� o S C. 18 -26 -22 (:31.49') +, +'9 + >19 +' � 9 r +'�9, +'�,* (331.49') '�,� 'a� '' '�� '�,� (53.17') a ? � e (331.49') SIR(1 /2') POB TCF + CONIC, L8107 P ARCEL " r r x l !li 9 ru l u 11 .29 SUMP ELEV. 77.6 TAXI WAY A N DIRECTION o � RIPRAP APRON GI 1 9 w'llllll "I ,IS la 1 FLOW (TYP. ) I �l l�lvl IIt H i Pt t 1. , 41 arC II I y ll I R 1 T J +' Q t + � I Cl,c, Il t +1# I II II lowll b I I , ilrl ti R {, I wwlGli �4�P I I wI I IIiI I ! t i 1 t Illy { }1 r r �rl f �I. � I,, u� 4 �Irw srll 6, "° x141 'll I �a:,r,l.wl,a!, �, � I 1`. �r1 I tl I G �, . I ! r G f x7a. , sue , +�� , `` I rw ^,° 0 17 TRACT 86 I.... 11w I VPI 1 � � II rl I I � I � • 'a � Mrs li {� t 9 w l r 4 # "l 1111 r I ,Z I CONST. MES (TYP.) ' 'B T 86 ' �IlG1� pl I I §I IaI I II I r �. #a t r l ". I I I x I{ kl ly rt t{ t L p r a r T• y "li N I I I I a r to Is � �GI# IgfGlly w,# . } : INV. 77.6 `h ! r l Ph 7e ' { ...i. ,p a # klill " urE�,1 r4 v rk 1111 %I r �t ttlySl7llf'r E :III a 9, r a , d r r .r -* , 7 r,.., a 6 90.3'�yJg GI GRATE INLET WF WOOD FENCE GAV GAS VALVE WM WATER METER CONCRETE GV GATE VALVE BRICK GM GAS METER FIR(1 /2 ") - - �7 152.64) (178.85') SANI AAR or+ C3 CD ELECT I 331.1' I 60.0' 6C.0' N � � O .Q I 9 /'l� , ll.•,, � TRACT ' 07 I < G V7 G1 F1 I > ' 0 Dr g O Oz D I o -- I i U I � U t O o 0 0 - - -- - aD o ' - - - -- gV !i l k U U C 4 OUTFALL CONTROL 6' LEVEL � T0° 9 °a ' ?t s � + + STRUCTURE SPILLWAY AREA 3 0 'Q ro t STORY �/� 'a 'm + 'a (SEE DETAIL) r + + + � 9 x Ta.as +� +� +, y Z METAL � a 9 J� �! > > R •d o o FRAME 9 �s L eo ` '� D ro o FF =79.03 0 �e PROJECT AREA (SOLID HATCH) WITHIN BASIN "B" _ �' `' '' 14 PROPOSED BUILDINGS 1, 2 & 3, COVERED WALKWAYS, CONC. APRON, GRAVEL DRIVEWAY, PIPE CONVEYANCES AND POND. AREA = 29,294 SF TRACT 102 � (PARCEL "A ") PROPOSED BUILDING #3 (CAFE) FF =82.0 (945 SF) r 2 5.0' El 25.0' ­1 GRAVEL DRIVEWAY` "� I ' (9,927.07 SF) 1 e ' + EI r + 'tl,lllt p q q + s' } a�rl t Tt' Il 1 1 1 'J (7) R.V. SITES _ 11P Il; "yls`I I +II 1P 11 * 25.0' 25.0' 25.0' 25.0' 25.0' 80.0 g S e PVC NRIAi =75.10 m °° q o CONST. FDOT (12) R.V. SITES TYPE "C" INLET GRT. 79.6 2s.0' 25.0' 25.o' Qp PROPOSED 24' 80.0i OUTFALL TOI / O 24 24'CMP FIR(1 /2') L8107 V SOIL BORING 12/13/90 tSl � s I;zp , �s s *0'- POND 4 ASPHALT PAVING N00'05'55 "E 507.69' FIR(1 /2 ") LB107 TRACT 91 4 +gip PROPOSED P I COVERED ® AIh WALKWAYS a9.'' + N 90.3' � ' J +'4 +) ' > WOOD DECK FIRE of Or + I HYDRANT - m �v 7 �w v - SWALE O +1 1 z r+ J =0 CONIC in e } r' i wl U c0 m 0 = O G 1 P 111r'I; 11rIry�hP #1 llp 119r1r AI1,.. VERED COVERED DECK p0 O �) C CO +��, Q I r, t r A � ❑FLECTRlC d It! IPIG I II Itl r "' Ir(111I ` `r 1 1 R 1 1.7 CONC. � p TRANSFORMER e � O „ tl II { II YS + , COVERED J _� axl,'11911" r III + + i � O Ifl " i, lld 1 , r tI` d8. t' a 9y � CONC $ r'f1'lllxyllC' DI r N MOBILE ^ 60.0' '8 �S m �j +'�, +'9 r.. + n.z' 8.3' HOME 9 �J FRAME ADDITION FRAME - COVERED N N ADDITION coNC. BUNKER o 0 i S` " " 1 1111161Y � iyl�lq `i Plraac� yly I ccNC PROPOSED BUILDING 2 STERS 570 sJ o 6 ME (6.766.74 SF; AREA INCLUDES '9, "Jg3 8 + 0.0' I'r �' BUILDING BUILDING, CONC. APRON AND + a CONC. + + 0{ r COVERED WALKWAYS 'a 471 +� 'e + LEGAL DESCRIPTION OF AREAS LEASED TO SKY �I a , ' � �I,N ; sl 1 ' i Ir e II I Ip9,. +, +, � , . B 3 9 * s I, 3 1 +,` It';prhlw, 10 'J s, �°� 1 STORY DIVE CITY BY THE CITY OF ZEPHYRHILLS: 1. W N MODULAR u PARCEL "A" o ,o3.r u; r N BUILDING N Those portions of Tracts 86, 91, 102 and 107, WOOD 80.0 �' y ca.EREn WOOD DECx "1 7.4.2 'e D» FF =80.65 DECK ?, ZEPHYRHILLS COLONY COMPANY LANDS, in FF 80.46 MdOUNC u l Section 18, Township 26 South, Range 22 East, 47 Pasco Count Florida as recorded in Plat Book + + + �.� 1 STORY + °' I "'l al" ' 'P.," FF =8' A �a�J + ,��p �� J2 I 1, Page 55, Public Records of Pasco County B 80.0 ATfi e M� r ry,,a "I x7e.oa , pm ASUNRI I' r u1 70�, IrrF" ' STEPS 'a Florida, described as follows: 'WOOD J, ROOMS siFD PROPOSED CONC. Commencing at the Northwest corner of the BUILDING 11 9 'g FF =BD.DO FF =80.5 CONC. , Northeast 1/ of the Southwest,, of Section 18, (946 SF) y MET " Township 26 South, Range 22 East, Pasco 41.3' q x 78 SHE'D + 's '�o >9 + j +, r 5„ 5„ C. a, .$ � 9J �� County, Florida, run S.00'05 W., along the " + _>9 J West line of said Northeast 1 /a of the Southwest _ 1 / of Section 18, 941.30 feet; thence run East 32 PARKING SPACES S00'05'55 "W 895.00' TOB 1 d �J9 PROPOSED 2.5' WIDE °�, '% DUMPSTER PAD CONC. APRON 32 PARKING SPACES - 9'x20' METAL SHED TO BE RELOCATED NEW LOCATION OF METAL SHED - 20 PARKING SPACES - 9'x20' (PARCEL "C ") i - (331.42') - +'b 15.00 feet to a point on the West line of said 4&1 Tract 86 for a Point of Beginning; thence 3, ., continue East, 4CO.00 feet; thence i S.00 05'55 "W., 895.00 feet; thence West, 400.00 POB feet to a point on the West line of said Tract 2" FIR 1 PARCEL "C" (/ ) I 107; thence N.00 °05 55 "E., 895.00 feet aiong L8107 the West line of said Tracts 107, 102, 91 and I 86, to the Point of Beginning. I PARCEL "B" Those portions of Tracts 87, 90 and 103, I ZEPHYRHILLS COLONY COMPANY LANDS, in . Section 18, Township 26 South, Range 22 East, ry�ti Pasco County, Florida, as recorded in Plat Book 4 I 1, Page 55, Public Records of Pasco County, ooh Florida, described as follows: Commencing at the Northwest corner of the Northeast 1 / of the Southwest 1 /4 of Section 18, I Township 26 South, Range 22 East, Pasco County, Florida, run S.00'05'55 "W., along the I West line of said Northeast 1 / of the Southwest 1 / of Section 18, 941.30 feet; thence West, I 15.00 feet to a point on the East line of said Tract 87 for a Point for Beginning; thence I S.00'05'55 "W., 507.69 feet along the East line of said Tracts 87, 90 and 103; thence West, I 157.48 feet; thence N.00'05'55 "E., 507.69 feet; thence East, 157.48 feet to the Point of - - - - Beginning. (331 .42') � PARCELS "A" & "B" CONTAIN 9.99 ACRES. PARCEL "C" That portion of Tracts 86, 91, 102 and 107, ZEPHYRHILLS COLONY COMPANY LANDS, in Section 18, Township 26 South, Range 22 East, as recorded in Plat Book 1 , Page 55, Public Records of Pasco County, Florida, described as follows: = TOTAL PROJECT AREA = 29 , 2 c9 4 S Commencing at the Northwest corner of the Northeast 1/ of the Southwest 1 /4 of Section 18, Township 26 South, Range 22 East, Pasco County, Florida, run S.00'05'55 "W., along the West line of said Northeast 1 /4 of the Southwest 1 /4 of Section 18, 941.30 feet; thence run East, 415.00 feet for a Point of Beginning; thence run S.41'50'45 "E., 272.40 feet; thence run S.00'06'24 "W., parallel to the East line of said Tracts 86, 91, 102 and 107, a distance of 512.42 feet; thence run S.45'25'13 "W., 255.96 feet; thence N.00'05'55 "E., 895.00 feet to the Point of Beginning. CONTAINING 2.94 ACRES, MORE OR LESS. eq 06 1 12/24/08 SWFWMD COMMENTS � REV.# DATE REVISION FIR(1 /2 ") S00'06'24 "W 512.42' FIR(1 /2') LB107 LB107 (331.42') (331.42') - S00'06'24 "W DESIGN: BAB 4625 EAST BAY DRIVE, SUITE 211 ,LSAIT IPIVZ CITY E S CLEARWATER, FL 33764 DRAWN: PJL PH 727.822.4151 PAN 727.821. _P C/ iy 7 ����� VVWW.DEUELENGINEERING.00M OM (� 1 PJL CERTIFICATE OF AUTHORIZATION NUMBEIR 26320 BY CHECKED: APC CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS LICENSED BUSINESS NUMBER #107 ZEPHYRHILLS I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORCANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PROJECT'S SITE AND /OR CONSTRUCTION PLANS, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE FLORIDA SUBMITTED PLANS. Call 48 hours before you dig! LOCATION MAP N.T.S. SITE DATA TABLE: SITE LOCATION: 4241 SKY DIVE LANE ZEPHYRHILLS, FL., 33542 CIVIL ENGINEER & SURVEYOR: OPERATIONS MANAGER: DAVID HAYES DEUEL & ASSOCIATES TEL: (813) 783 - 9399 4625 EAST BAY DRIVE, SUITE 211 CONTACT PERSON: WILLIAM BACK CLEARWATER, FL 33764 PROPERTY OWNER: (727) 822 - 4151 -TEL CITY OF ZEPHYRHILLS (727) 821 - 7255 -FAX 5,335 8TH STREET ZEPHYRHILLS, FLORIDA, 33542 FLOOD ZONE: X MAP PANEL NO: 120235 0005 C REVISED MAP: DECEMBER 17, 1991 PROJECT SUMMARY & SITE DATA: EXISTING PROPOSED TOTAL BUILDING AREA = 15,044 SF(2.7 %) 21,910 SF(3.9 %) TOTAL BUILDING (GFA) = 15,044 SF 21,910 SF TOTAL ASPHALT /CONC. /SHELL AREA = 22,600 SF(4.0 %) 30,041 SF(5.3 %) TOTAL IMPERVIOUS AREA = 37,644 SF(6.7 %) 51,951 SF(9.2 %) TOTAL GREEN AREA = 528,411 SF(93.37.) 514,104 SF(90.8 %) TOTAL LEASED SITE AREA 566,055 SF (12.99 AC) ZONING: AP2 PROPOSED USE: SKY DIVE CITY LAND USE: PUBLIC /SEMI- PUBLIC PIN: 18- 26 -22- 0010- 08600 -0000 GENERAL NOTES 1. ALL WORK SHALL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND CITY OF ZEPHYRHILLS STANDARDS, SPECIFICATIONS AND ZONING REGU9 ATIONS 2. EXISTING SANITARY SEWER, ELECTRIC, CABLE T.V. TELEPHONE, GAS, STORM WATER AND WATER SERVICE UTILITIES TO BE LOCATED BY CONTRACTOR PRIOR TO ANY EXCAVATION. 3. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITY SERVICES, ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED AND OR REPLACED AT THE CONTRACTORS EXPENSE AND TO THE OWNERS SATISFACTION. 4. ENGINEER SHALL BE NOTIFIED AS TO WHERE EXISTING UTILITIES SERVICES INTERFERE NTH PROPOSED UTILITY SERVICE AND DRAINAGE FACILITIES, EXISTING UTILITIES SHALL BE ADJUSTED TO CLEAR THE PROPOSED WORK. 5. CONTRACTOR REQUIRED TO UTILIZE AND MAINTAIN, DURING CONSTRUCTION, EXISTING DRAINAGE STRUCTURES AND UTILITY SERVICES. 6. ALL AREAS ALONG THE EXISTING ADJACENT ROADWAYS SHALL BE OPEN TO TRAFFIC DURING CONSTRUCTION. 7. ALL EXISTING DRIVEWAY CONNECTIONS TO BE NEAT LINE CUT AND REPLACED To MATCH NEW PAVEMENT LINE. 8. AREA DESIGNATED BY OWNER SHALL BE UTILIZED FOR EQUIPMENT STORAGE, MATERIALS AND SUPPLIES SHALL BE STORED IN AREAS APPROVED BY THE OWNER. 9. CONTRACTOR TO SUBMIT SCHEDULE OF WORK WITHIN 10 DAYS OF NOTICE OF AWARD. DETAILED WORK SCHEDULE SHALL BE REQUIRED PRIOR TO START OF CONSTRUCTION. SHOP DRAWING REVIEW LISTING AND SCHEDULE SHALL BE SUBMITTED TO THE OWNER AND ENGINEER WITHIN 14 DAYS OF NOTICE OF AWARD. 10. SUB -GRADE PREPARATION: ALL PAVING SUB - GRADES SHALL BE PREPARED IN ACCORDANCE WITH THE SITE SUBSURFACE INVESTIGATION REPORT OR THE DETAILS PREPARED FOR THE PROJECT. 11. ALL AREAS SHALL BE PROTECTED FROM EROSION CAUSED BY STORM WATER RUNOFF BY VEGETATION, STAKED HAY BALES, TEMPORARY GRADING, ETC. STORM WATER MANAGEMENT SYSTEM OPERATING AND MAINTENANCE PROCEDURES: THE STORM WATER FACILITY MUST BE MAINTAINED PROPERLY IF IT IS TO PERFORM THE SERVICE FOR WHICH IT WAS DESIGNED. THIS IS INTENDED TO BE A GUIDE TO THE PROPER WAYS TO MAINTAIN THIS FACILITY. THIS IS ONLY A GUIDE AND SHOULD BE MODIFIED AS FIELD CONDITIONS REQUIRE. 1. MONTHLY, VISUALLY INSPECT STORM WATER FLOW PATHS TO INSURE THAT NO CLOGGING OR EROSION HAS OCCURRED. 2. ONCE EVERY THREE MONTHS, VISUALLY INSPECT ALL STORM SEWER SYSTEM COMPONENTS TO INSURE THAT EXCESSIVE SILTING HAS NOT OCCURRED. IF EXCESSIVE SILTATION HAS OCCURRED, HAVE ALL AREAS PROPERLY CLEANED. 3. WEEKLY DURING SUMMER MONTHS AND BI- WEEKLY DURING THE REMAINDER OF THE YEAR, MOW ANY GRASS WITHIN THE COLLECTION AREAS. CHECK THE ORIFICE FOR CLOGGING AND PROPER CLEAR DRAINAGE PATH. GRASS CLIPPINGS SHALL BE COLLECTED AND REMOVED FROM THE SITE FOR PROPER DISPOSAL. EROSION PREVENTION AND SEDIMENTATION CONTROL 1. ALL WORK SHALL CONFORM TO THE FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND CITY OF ZEPHYRHILLS REGULATIONS. 2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN OPERATION OF EXISTING DRAINAGE STRUCTURES AND UTILITY SERVICES DURING CONSTRUCTION. 3. ALL DISTURBED AREAS NOT INCLUDED IN THE LANDSCAPE PLANS SHALL BE SODDED OR SEEDED AND MULCHED AS CALLED FOR ON THE CONSTRUCTION PLANS. 4. THE SITE SHALL BE INITIALLY GRADED SUCH THAT NO OFF SITE AREA WILL BE ADVERSELY AFFECTED BY THE STORM WATER RUNOFF. RUNOFF TO THE ADJACENT RIGHTS OF WAY SHALL BE MINIMIZED. THE EXISTING DRAINAGE FACILITIES WITHIN THE RIGHT OF WAY SHALL BE PROTECTED AT ALL TIMES BY THE USE OF SILT FENCES AND HAY BALES, A C� -O'RK SHALL CO9IP P REVAILING CODE FL O RI DA LY 1t�ITIIALL CODE, NATIONAL EL EC IC BI �DIn'fj CI'TY OF ZEPH y IL L S ORDINAN r) �1 CES IAN A. BARKER, P.E., 56728 WORK ORDER NO. 1 2008 -121 DATE: SEPTEMBER 5, 2008 SCALE: 1 " = 50' SHEET NO. 1 OF 4 IT'S THE LAW! 1- 800 - 432 -4770 LEGEND LEGEND 7.91' PROPOSED LEGEND DIRECTION OF FLOW S. SET GW GUY WIRE i� o, ^� EXISTING ELEVATION F. FOUND INV. INVERT * i- ELEVATIONS ARE BASED ON NGVD -29 LR. IRON ROD LF LOWEST FLOOR ELEVATION .P. IRON PIPE LP LIGHT POLE 18.87 PROPOSED ELEVATION N &D NAIL & DISK (M) MEASURED l NOTE!: PROPOSED ELEVATIONS AT CURB LINE ARE C.M. CONCRETE MONUMENT MAS MASONRY AT BOTTOM OF CURB FACE. ADD 0.5' TO A ARC MES MITRED END SECTION THESE ELEVATIONS FOR TOP OF CURB HEIGHT. A/C AIR CONDITIONER MH MANHOLE (MEG = MATCH EXISTING GRADE) AC, ACRES MHWL MEAN HIGH WATER LINE BFPD BACK FLOW PREVENTION DEVICE NGVD NATIONAL GEODETIC VERTICAL DATUM 6' CHAIN LINK FENCE BOLL BOLLARD O/H OVERHEAD WIRES C CHORD 0. R. OFFICIAL RECORD — it — SILT FENCE (C) CALCULATED PB PLAT BOOK CB CATCH BASIN PG PAGE /PAGES NUMBER OF PROPOSED PARKING SPACES CBW CONCRETE BLOCK WALL POB POINT OF BEGINNING CHB CHORD BEARING PRM PERMANENT REFERENCE MONUMENF TREE X L CENTERLINE PVC POLYVINYL CHLORIDE REMOVE EXISTING CLF CHAIN UNN CMP CORRIGATE1 C.O. CLEANOUT CONC. CONCRETE CS CONCRETE C.T. CURB TIE CTV CABLE TEL (D) DEED DEP DEPARTMEt PROTECTIOP EL. ELEVATION (A) FIELD MEA' FF FINISHED F FHA FIRE HYDR, FPC FLORIDA PI GI GRATE INLE GAV GAS VALVE GM GAS METEF GV GATE VALVI FIR(1 � L81Oi F (152.64') I T � IQ I I 24" I'll LE Y Z O Q Oi m 0 DETENTION 0- 0O BASIN 0 w 4' B 4:, S.S. Z ` Lj o�w V7 C�7� vi o � 6' FIBERGLASS SKIMMER 3/8" THICKNESS 2' SUMP V) 0 A �, A oo ALUMINUM OR S.S. } FASTENERS ANCHORED INTO FACE OF CONC. STUCTURE BASIN BOTTOM TOE OF SLOPE B NOTE: ALL DISTURBED AREAS, INCLUDING POND BOTTOM SHALL BE SOLID SODDED. 6' LEVEL TOP OF BANK EL. 80.0 EXISTING GRADE � A N SI E SLOPE BEYOND� W EIR CREST A'-.� EL. 79.25 C+ BASIN BOTTOM Op / L. 79.0 2' 0 0 O BASIN BOTTOM FDOT AGGREGATE EL. 77.60 (24' THICKNESS) 8' CONC. OUTFALL 12 " STRUCTURE POURED IN PLACE (3000 P.S.I.) N No.4 BARS ' 32" I ®10 "O.C. EA. WAY SECTION "A -A" � (2 MIN.) i i FIR(1 /2 ") S00'06'24 0 W 512.42' FlR(1 /2') LB107 L8107 � (331.42') � (331.42') (331.42') SOO'06'24'W POST SOPTIONS: 2' x 4' OR OPTIONAL POST ?09SITION 2 ' /2 DIA WOOD' STEEL 1.33 LBS /FT. MIN.) 6' MAX. _ S OLI OQ F, Q (� V 100YR -24HR DHW =79.50 SWFWMD 79.0 V DLW =79.25 79.0 SOD ,. 7 SHINT =74.0 I 47' SECTION A -A POND 3 DETAIL N.T.S. N 05 1 12/24/08 SWFWMD COMMENTS � REV.# DATE REVISION DESIGN: BAB DRAWN: PJ L PJL BY CHECKED: APC (331.42') V +/ PRINCIPLE POST PATTERN (CANT- ED 20 DEGREES TOWARDS FLOW) FILTER FABRIC ¢ T TYPE III OR TYPE N T FILTER FABRIC (IN SILT FENCE Oy 15' TO CONFORMANCE WITH SIL 18' SILT FLOW TYPE III OR TYPE N SILT FENCE p SEC. 985 FDOT SPEC.) PROTECTION AROUND DITCH BOTTOM INLETS n SILT FENCE APPLICATIONS DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING 1' 12" MIN ELEVATION SECTION USE WAT ERCO URSE S. PER STILT BODES O AARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS TYPE III SILT FENCE OPTIONAL POST POSITION POULTRY MESH (20 G4. MIN.) OR TYPE A FENCE FABRIC (INDEX NO. 452 & SEC. 956 FOOT SPEC. POST (OPTIONS: 4' x 4' OR 20d +/— SILTFOOW. SILT FLOW :::(g 3' MIN. 'Lk WOOD: PRINCIPLE POST STEEL 1.33 LBS /FT. MIN.) PATTERN (CANT — 10' MAX, ED 20 DEGREES TOWARDS FLOW) POULTRY MESH TYPE N SILT FENCE TYPE III SILT FENCE OR TYPE A - T — FENCE FABRIC SILT SCREEN BARRIER DETAIL FILTER FABRIC (IN FILTER FABRIC F.D.O.T. WDEX NO. 102 N.T.& 2' -10' CONFORMANCE WITH o SEC. 915 FOOT SPEC.) SILT FLOW 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 BARRIER AND /OR STAKED 6 • BARRIER. POSTS IN SILT FENCES AND STAKED SILT BARRIERS TO BE INSTALLED IN VERTICAL 18" MIN ELEVATION TYPE IV SILT FEENCE SECTION POSITION UNLESS OTHER — WISE DIRECTED BY ENGINEER. SILT SCREEN BARRIER DETAILS F.D.O.T. MEX NO. 102 N.T.B. 4625 EAST BAY DRIVE, SUITE 2111 SA r 1PIVZ CITY DE UE SSOCIATES CLE 2.4151 R, FL 7.821 PH 727.822.4151 FAx 727.821 .725 ,SITS' PLAN WWW.DEUELENGINEERING.COMI CERTIFICATE OF AUTHORIZATION NUMBER 26320 CONSULTING ENGINEERS LANG) SURVEYORS LAND PLANNERS LICENSED BUSINESS NUMBER # 107 ZEPHYRHILLS r� �a 100' Call 48 hours before you dig! I N.T.S. I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PROJECT'S SITE AND /OR CONSTRUCTION PLANS, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS, I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE FLORIDA SUBMITTED PLANS. -BASIN SIDE SLOPE FIBERGLASS SKIMMER (FACING POND) 3/8' THICKNESS SECTION "B —B" CONCRETE OVERFLOW SPILLWAY LOCATED IN POND 3 N.T.S. SURVEY PERFORMED BY DEUEL & ASSOCIATES, DATED: JULY 2, 2008 CONTRACTOR/OWNER CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER, __9jZ3 Or- NAME (SIGNATURE) DATE NAME, ADDRESS AND PHONE NUMBER (PRINT): 3 8` -------- - - - - -- WORK ORDER NO. 1 2008-121 DAT SEPTEMBER 5, 2008 SCALE: 1" = 50' SHEET NO. 2 OF 4 LOCATION MAP IT'S THE LAW! 1- 800 - 432 -4770 7.91' WEIR SLOT )rTOP OF BANK EL 80.0 a O O O WEIR CREST O EL 79.25 O O K SOLID SODDED SKIMMER BOTTOM EL 79.0 e a' p i i FIR(1 /2 ") S00'06'24 0 W 512.42' FlR(1 /2') LB107 L8107 � (331.42') � (331.42') (331.42') SOO'06'24'W POST SOPTIONS: 2' x 4' OR OPTIONAL POST ?09SITION 2 ' /2 DIA WOOD' STEEL 1.33 LBS /FT. MIN.) 6' MAX. _ S OLI OQ F, Q (� V 100YR -24HR DHW =79.50 SWFWMD 79.0 V DLW =79.25 79.0 SOD ,. 7 SHINT =74.0 I 47' SECTION A -A POND 3 DETAIL N.T.S. N 05 1 12/24/08 SWFWMD COMMENTS � REV.# DATE REVISION DESIGN: BAB DRAWN: PJ L PJL BY CHECKED: APC (331.42') V +/ PRINCIPLE POST PATTERN (CANT- ED 20 DEGREES TOWARDS FLOW) FILTER FABRIC ¢ T TYPE III OR TYPE N T FILTER FABRIC (IN SILT FENCE Oy 15' TO CONFORMANCE WITH SIL 18' SILT FLOW TYPE III OR TYPE N SILT FENCE p SEC. 985 FDOT SPEC.) PROTECTION AROUND DITCH BOTTOM INLETS n SILT FENCE APPLICATIONS DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING 1' 12" MIN ELEVATION SECTION USE WAT ERCO URSE S. PER STILT BODES O AARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS TYPE III SILT FENCE OPTIONAL POST POSITION POULTRY MESH (20 G4. MIN.) OR TYPE A FENCE FABRIC (INDEX NO. 452 & SEC. 956 FOOT SPEC. POST (OPTIONS: 4' x 4' OR 20d +/— SILTFOOW. SILT FLOW :::(g 3' MIN. 'Lk WOOD: PRINCIPLE POST STEEL 1.33 LBS /FT. MIN.) PATTERN (CANT — 10' MAX, ED 20 DEGREES TOWARDS FLOW) POULTRY MESH TYPE N SILT FENCE TYPE III SILT FENCE OR TYPE A - T — FENCE FABRIC SILT SCREEN BARRIER DETAIL FILTER FABRIC (IN FILTER FABRIC F.D.O.T. WDEX NO. 102 N.T.& 2' -10' CONFORMANCE WITH o SEC. 915 FOOT SPEC.) SILT FLOW 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 BARRIER AND /OR STAKED 6 • BARRIER. POSTS IN SILT FENCES AND STAKED SILT BARRIERS TO BE INSTALLED IN VERTICAL 18" MIN ELEVATION TYPE IV SILT FEENCE SECTION POSITION UNLESS OTHER — WISE DIRECTED BY ENGINEER. SILT SCREEN BARRIER DETAILS F.D.O.T. MEX NO. 102 N.T.B. 4625 EAST BAY DRIVE, SUITE 2111 SA r 1PIVZ CITY DE UE SSOCIATES CLE 2.4151 R, FL 7.821 PH 727.822.4151 FAx 727.821 .725 ,SITS' PLAN WWW.DEUELENGINEERING.COMI CERTIFICATE OF AUTHORIZATION NUMBER 26320 CONSULTING ENGINEERS LANG) SURVEYORS LAND PLANNERS LICENSED BUSINESS NUMBER # 107 ZEPHYRHILLS r� �a 100' Call 48 hours before you dig! I N.T.S. I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PROJECT'S SITE AND /OR CONSTRUCTION PLANS, TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED STANDARDS, I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE FLORIDA SUBMITTED PLANS. -BASIN SIDE SLOPE FIBERGLASS SKIMMER (FACING POND) 3/8' THICKNESS SECTION "B —B" CONCRETE OVERFLOW SPILLWAY LOCATED IN POND 3 N.T.S. SURVEY PERFORMED BY DEUEL & ASSOCIATES, DATED: JULY 2, 2008 CONTRACTOR/OWNER CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION PLAN PREPARED THEREUNDER, __9jZ3 Or- NAME (SIGNATURE) DATE NAME, ADDRESS AND PHONE NUMBER (PRINT): 3 8` -------- - - - - -- WORK ORDER NO. 1 2008-121 DAT SEPTEMBER 5, 2008 SCALE: 1" = 50' SHEET NO. 2 OF 4 LOCATION MAP IT'S THE LAW! 1- 800 - 432 -4770 GENERAL CONSTRUCTION NOTES 1. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 2. 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. 3. 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. 4. 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. 5. 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. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 7. 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. 8. 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. 9. 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. 10. 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. 11. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,OCO P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 12. 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. 13. 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. 14. 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. 15, THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 16. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 17. 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 TF E 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 DARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. N i N i 0 0 0 N Ln i 3 U 0 Ln E 0 M N 0) 0 0 N 06 N a 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. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104 -71). 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 ASTM D2241 -89. 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE 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 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. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 13. THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. DE CONSULTING ENGINEERS A ssoc LAND SURVEYORS LAND P STANDARD SITE PLAN NOTES 1. ALL PROPOSED SIGNS MUST BE APPLIED FOR, APPROVED, AND PERMITTED ON AN INDIVIDUAL BASIS APART FROM ANY U LTIMAITELY- APPROVED SITE PLAN. APPROVAL OF THIS SITE PLAN DOES NOT CONSTITUTE APPFROVAL OF ANY SIGNAGE. 2. HANDICAP PARKING SPACES WILL BE PRCPEFRLY SIGNED AND STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MANUAL 09N UNIFORM TRAFFIC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS. 3. THE ARCHITECT /ENGINEER CERTIFIES THAT TFHE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACTT. 4. ALL ON -SITE PARKING SPACES WILL BE STRZIPED AND SIGNED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEWICES, LATEST EDITION. PARKING SPACES, DIRECTIONAL ARROWS, AND STOP BARS SHALL BE STRIPED IN WHITE. IT SHALL BE THE OWNER /DEVELOPERS' RESPONSIBILITY TO PR(OPERLY SIGN AND STRIPE THE SITE IN ACCORDANCE WITH APPLICABLE STANDARDS.. 5. THE OWNER /DEVELOPER ACKNOWLEDGES THAT THIS APPROVAL DOES NOT INCLUDE ANY WORK IN THE RIGHT -OF -WAY. ALL RIGHT -ODF -WAY WORK SHALL BE A FUNCTION OF AN APPROVED RIGHT -OF -WAY USE PERMIT. 6. ALL CLEAR -SITE AREAS SHALL BE KEPT FREEE OF ANY SIGNAGE, PLANTINGS, TREES, ETC. IN EXCESS OF THREE - AND -A -HALF (3 -112y) FEET IN HEIGHT. 7. NO IRRIGATION SYSTEM OR LANDSCAPING SHALL BE INSTALLED IN ANY COUNTY OR STATE RIGHT'-OF-WAY WITHOUT ISSUANCE OF APPROPRIATE RIGHT -OF -WAY USE PERMIT. 8. THE OWNER /DEVELOPER ACKNOWLEDGES THAT THE SITE AND ITS SUBSEQUENT BUILDING PERMITS SHALL COMPLY WITH ALL REZONING /MPUD /PUD CONDITIONS. 9. ALL STRUCTURES, INCLUDING BUFFER WALLS ;, RETAINING WALLS, SIGNAGE, ETC. REQUIRE SEPARATE BUILDING PERMITS. 4625 EAST BAY DRIVE, SUITE 2111 IATES CLEARWATER, FL 33764 PH 727.822.4151 FAx 727.821.72155 WWW.DEUELENGINEER]NG.COMI CERTIFICATE OF AUTHORIZATION NUMBE=R 26320 LANNERS LICENSED BUSINESS NUMBER # 1(07 SANITARY SEWER NOTES GRADING AND DRAINAGE NOTES 1. ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES S.W.F.W.M.D. / EROSION CONTROL NOTES OF COVER. 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO 2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION TO OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL CONSTRUCTION DRAWINGS, PREVENT SOIL EROSION AND SILTATION. IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS 2. ROUGH EXCAVATE RETENTION AREAS. COMPACTED AS SHOWN ON THESE PLANS. AND SPECIFICATIONS. 3. DIRECT ALL SURFACE DRAINAGE TOWARD RETENTION AREA DURING CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. • LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND 4. AFTER PAVING, GRADE RETENTION AREAS TO CONTOURS, SHAPE AS SHOWN AND SOD. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY PLACED. DEWATERING SHALL BE USED AS REQUIRED. CONFLICTS OR DISCREPANCIES. 5. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C -76) 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION UNLESS OTHERWISE NOTED ON PLANS. D- 3034 -77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C -900, CLASS 150 SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS STANDARDS, UNLESS OTHERWISE NOTED. SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT 6. ALL PVC FORCE MAINS SHALL BE CLASS 200, SDR 21, COLOR GREEN, WITH A OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR TRAFFIC RATED FOR H -20 LOADINGS. PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, "FORCEMAIN ". FENCES, HANDRAILS, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES WHICH 6. THE CONTRACTOR IS TO SOD THE RETENTION /DETENTION POND AS INDICATED ON SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT 21.8, OR A 21.51. CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT CHAPTERS 40D -4 & 40D -40 F.A.C. INITIATION OF CIVIL PENALTY PROCEDURES PURSUANT PAVING NOTES REQUIRE D.I.P. ARE TO BE POLYLINED OR EPDXY LINED. TO SECTION 373.129. F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H -20 LOADING. OFFENSE. A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORMWATER DISCHARGE FACILITY 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE 1. ALL GRAVITY SEWER PIPING MAY BE SUBJECT TO A TELEVISION INSPECTION BY THE 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER TO FDOT STANDARD SPECIFICATIONS 971 -12 OR 971 -13. PARKING STALL STRIPING OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SUBSTANCE THAN STORMWATER. TO BE 4" WIDE PAINTED WHITE STRIPES. SCHEDULE INSPECTION, CHECK WITH LOCAL AGENCY FOR CONFIRMATION. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION. MAXIMUM 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN THAN TWELVE (12) INCHES. ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ACCORDANCE WITH THE APPROVED PLAN. ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION AND 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. OPERATION &MAINTENANCE OF THE STORMWATER SYSTEM TRAFFIC DESIGN STANDARDS". 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CERTIFIED SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS RESPONSIBILITY. POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND /OR SCARIFY THE POND BOTTOM, 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A 4. PIPE BETWEEN MANHOLES SHALL BE TRUE TO LINE AND GRADE. DIPS AND SAGS WITH 1" AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF OR MORE OF TRAPPED WATER SHALL BE CAUSE FOR REJECTION. INSPECTION SHALL BE CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT BACKFILL. BY MIRROR AND SUNLIGHT. TELEVISION INSPECTION MAY BE REQUIRED AT THE TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT CONTRACTOR'S /DEVELOPER'S EXPENSE. AIR TESTING MAY BE REQUIRED ALSO AT THE COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL CONTRACTOR'S /DEVELOPER'S EXPENSE. THE CONTRACTOR SHALL PROVIDE PERSONNEL TO GREASE, CHEMICALS, ETC. ACCEPTANCE OF THE PROJECT. ASSIST WITH INSPECTIONS. THE CONTRACTOR MAY BE REQUIRED TO PROVIDE THE LOCAL THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND AGENCY WITH A TELEVISION TAPE OF THE COMPLETED GRAVITY SEWERS. FLUSHED SEMI - ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING 5. PVC PIPE SHALL HAVE A DEFLECTION TEST USING A 7 -1/2% (GO NO GO) TEST MANDREL SHALL BE DISPOSED OF IN A PERMITTED FACILITY. SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF APPROPRIATE SIZE WHICH SHALL BE VISIBLE AT ALL TIMES. OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS PUBLIC COUNTY RIGHT OF WAY NOTES 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED 1. ALL PROPOSED WORK MUST COMPLY WITH FDOT INDEX NO.700. BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER WATER /SEWER CLEARANCE REQUIREMENTS 2. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. VERTICAL CLEARANCE AT CROSSINGS: . 2 CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE BY THE WATER MAINS AND GRAVITY SANITARY OR STORM LINES SHALL BE SEPARATED VERTICALLY BY 3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN GOVERNMENT LAND DEVELOPMENT, ZONING AND /OR RELATED ORDINANCES, AND MINIMUM TESTING LOCAL PUBLIC HEALTH UNIT AND /OR LOCAL UTILITY. CONTRACTOR SHALL OBTAIN A MiNNUM OF 6- INCHES (PREFERABLY 12- INCHES) WITH THE WATER LINE ABOVE, OR FREQUENCY REQUIREMENTS. CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SEPARATED BY A MINIMUM OF 12 INCHES WITH THE WATER LINE BELOW. IT IS PREFERABLE SUBMITTED TO OWNER'S ENGINEER. FOR THE WATER MAIN TO BE ABOVE THE OTHER PIPES. 4. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES; REFERENCE FOOT INDEXES 600 THRU 650. 3. ANY AND ALL UTILIZATION OF HOSE BIB OUTLETS FOR PURVEYING NONPOTABLE WATER WATER MAINS AND PRESSURE TYPE SANITARY SEWER OR STORMWATER FORCE MAINS SHALL SUPPLIES, SHALL BE IN STRICT COMPLIANCE WITH THE SBCCI, STANDARD PLUMBING CODE, BE SEPARATED VERTICALLY BY A MINIMUM OF 12- INCHES. IT IS PREFERABLE FOR THE WATER 5. INSTALLATIONS INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION, MUST BE CHAPTER VI CRITERIA. SPECIFIC ATTENTION SHALL BE DIRECTED TO COLOR CO)I OR CODI NG OF ANY MAIN TO BE ABOVE THE OTHER PIPELINE. ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED. AND ALL ABOVE GRADE PIPING AND THE LABELING OF OUTLETS AS N O WATER SUPPLIES, PURSUANT TO FULL SAID CHAPTER VI CRITERIA. AT ALL CROSSINGS, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR 6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T- 99(100 %). BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE, ALTERNATIVELY, AT CROSSINGS, THE PIPES SHALL BE ARRANGED SO 7. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND THAT ALL WATER MAIN JOINTS ARE AT LEAST 6 -FEET FROM ALL JOINTS IN GRAVITY OR SODDED. PRESSURE TYPE SANITARY SEWERS AND WASTE WATER FORCE MAINS. 8. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN HORIZONTAL SEPARATION BETWEEN PARALLEL LINES: THE OPINION OF RULING GOVERNMENT HIGWAVAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY THE GOVERNMENT HIGHWAY DEPARTMENT. WATER MAINS SHALL MAINTAIN A MINIMUM 3 -FOOT HORIZONTAL SEPARATION FROM THE STORM WATER PIPELINE OR RECLAIMED WATER PIPELINE. 9. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WATER MAINS AND GRAVITY OR PRESSURE TYPE SANITARY SEWER LINES & FORCE MAINS 10. ANY SIDEWALK WHICH BECOMES UNDERMINED) MUST BE REMOVED AND REPLACED. SIDEWALKS ARE SHALL BE SEPARATED HORIZONTALLY BY A MINIMUM DISTANCE OF 6 -FEET AND PREFERABLY, TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS 10 -FEET. THE MINIMUM DISTANCE BETWEEN WATER MAINS AND GRAVITY TYPE SANITARY REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. SEWERS MAY BE REDUCED TO 3 -FEET WITH THE BOTTOM OF THE WATER MAIN LAID AT LEAST 6- INCHES ABOVE THE TOP OF THE SEWER LINE. 11. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE SWEPT DAILY AS PART OF DAILY CLEAN -UP, 12. PRIOR TO COMMENCEMENT OF WORK AND /OFR PRIOR TO START OF RESTORATION, COORDINATE THROUGH A "WALK- THROUGH" WITH RULING GOVERNMENT HIGHWAY DEPARTMENT REPRESENTATIVE TO ENSURE MUTUAL AGREEMENT REGARDING SUCH MATTERS AS EXTENT OF ROADWAY TO BE OVERLAID AFTER PATCHING, THE EXTENT OF DRIVEWAY REPLACEMENT -- ESPECIALLY CONCRETE, ETC. 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. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104 -71). 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 ASTM D2241 -89. 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE 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 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. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 13. THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. DE CONSULTING ENGINEERS A ssoc LAND SURVEYORS LAND P STANDARD SITE PLAN NOTES 1. ALL PROPOSED SIGNS MUST BE APPLIED FOR, APPROVED, AND PERMITTED ON AN INDIVIDUAL BASIS APART FROM ANY U LTIMAITELY- APPROVED SITE PLAN. APPROVAL OF THIS SITE PLAN DOES NOT CONSTITUTE APPFROVAL OF ANY SIGNAGE. 2. HANDICAP PARKING SPACES WILL BE PRCPEFRLY SIGNED AND STRIPED IN ACCORDANCE WITH FLORIDA STATUTE 316, THE MANUAL 09N UNIFORM TRAFFIC CONTROL DEVICES, OR OTHER APPLICABLE STANDARDS. 3. THE ARCHITECT /ENGINEER CERTIFIES THAT TFHE SITE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACTT. 4. ALL ON -SITE PARKING SPACES WILL BE STRZIPED AND SIGNED IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEWICES, LATEST EDITION. PARKING SPACES, DIRECTIONAL ARROWS, AND STOP BARS SHALL BE STRIPED IN WHITE. IT SHALL BE THE OWNER /DEVELOPERS' RESPONSIBILITY TO PR(OPERLY SIGN AND STRIPE THE SITE IN ACCORDANCE WITH APPLICABLE STANDARDS.. 5. THE OWNER /DEVELOPER ACKNOWLEDGES THAT THIS APPROVAL DOES NOT INCLUDE ANY WORK IN THE RIGHT -OF -WAY. ALL RIGHT -ODF -WAY WORK SHALL BE A FUNCTION OF AN APPROVED RIGHT -OF -WAY USE PERMIT. 6. ALL CLEAR -SITE AREAS SHALL BE KEPT FREEE OF ANY SIGNAGE, PLANTINGS, TREES, ETC. IN EXCESS OF THREE - AND -A -HALF (3 -112y) FEET IN HEIGHT. 7. NO IRRIGATION SYSTEM OR LANDSCAPING SHALL BE INSTALLED IN ANY COUNTY OR STATE RIGHT'-OF-WAY WITHOUT ISSUANCE OF APPROPRIATE RIGHT -OF -WAY USE PERMIT. 8. THE OWNER /DEVELOPER ACKNOWLEDGES THAT THE SITE AND ITS SUBSEQUENT BUILDING PERMITS SHALL COMPLY WITH ALL REZONING /MPUD /PUD CONDITIONS. 9. ALL STRUCTURES, INCLUDING BUFFER WALLS ;, RETAINING WALLS, SIGNAGE, ETC. REQUIRE SEPARATE BUILDING PERMITS. 4625 EAST BAY DRIVE, SUITE 2111 IATES CLEARWATER, FL 33764 PH 727.822.4151 FAx 727.821.72155 WWW.DEUELENGINEER]NG.COMI CERTIFICATE OF AUTHORIZATION NUMBE=R 26320 LANNERS LICENSED BUSINESS NUMBER # 1(07 LEGEND LEGEND S. SET GW GUY WIRE F. FOUND INV. INVERT I. R. IRON ROD LF LOWEST FLOOR ELEVATION I.P. IRON PIPE LP LIGHT POLE N &D NAIL & DISK (M) MEASURED C.M. CONCRETE MONUMENT MAS MASONRY A ARC MES MITRED END SECTION A/C AIR CONDITIONER MH MANHOLE AC. ACRES MHWL MEAN HIGH WATER LINE BFPD BACK FLOW PREVENTION DEVICE NGVO NATIONAL GEODETIC VERTICAL DATUM BOLL BOLLARD 0/H OVERHEAD WIRES C CHORD O.R. OFFICIAL RECORD (C) CALCULATED PB PLAT BOOK CB CATCH BASIN PG PAGE /PAGES CBW CONCRETE BLOCK WALL POB POINT OF BEGINNING CHB CHORD BEARING PRM PERMANENT REFERENCE MONUMENT E CENTERLINE PVC POLYVINYL CHLORIDE CLF CHAIN LINK FENCE R RADIUS CMP CORRIGATED METAL PIPE (R) RECORD C.O. CLEANOUT RCP REINFORCED CONCRETE PIPE CONC. CONCRETE RNG. RANGE CS CONCRETE SLAB R/W RIGHT -OF -WAY C.T. CURB TIE SAN SANITARY CTV CABLE TELEVISION SCO SANITARY CLEAN -OUT (D) DEED SEC. SECTION DEP DEPARTMENT OF ENVIRONMENTAL SF SQUARE FEET PROTECTION TBM TEMPORARY BENCHMARK EL. ELEVATION TOO TOP OF BERM (A) FIELD MEASUREMENT TOS TOE OF SLOPE FF FINISHED FLOOR TRANS TRANSFORMER FHA FIRE HYDRANT ASSEMBLY TWP TOWNSHIP FPC FLORIDA POWER CORPORATION UP UTILITY POLE GI GRATE INLET WF WOOD FENCE GAV GAS VALVE WM WATER METER GM GAS METER GV GATE VALVE 9' ' PROPOSED LEGEND ^� DIRECTION OF FLOW ti EXISTING ELEVATION ' ELEVATIONS ARE BASED ON NGVD -29 18.87 PROPOSED ELEVATION �- NOTE!: PROPOSED ELEVATIONS AT CURB LINE ARE AT BOTTOM OF CURB FACE. ADD 0.5' TO THESE ELEVATIONS FOR TOP OF CURB HEIGHT. (MEG = MATCH EXISTING GRADE) --0-- 6' CHAIN LINK FENCE -- SILT FENCE O NUMBER OF PROPOSED PARKING SPACES x REMOVE EXISTING TREE SYMBOL LEGEND O$ SANITARY MANHOLE © ELECTRIC METER •• PALM TREE ® OAK TREE ® WATER WELL _W WATER METER FIRE HYDRANT ❑{ TELEPHONE BOX CONCRETE BRICK FIR(1 /2 ') - - 07 2 r (152.64') (178.85') "„ S 7ANSFCRME I 331.1' RIPRAP APRON -� W TFALL TOP-75.90 24'CMP so.o' so.o' I q TRACT 6 J I I,# I x78. + qCT T 8 •3 R� + 1 t - [ ,hl +• pill I +III w 11' 70 + + ^ a _�ti uq l+ r t t I k S ! `...,t e+,>f +Ills �{ pal ' �r,l I r `I � i � ' A cit SUMP ELEV 7 B 1$� II x CONST. MES (TYP.) A s 8 _ 4 1 6 + `p`` ° III I` IDR , A BASIN I f NV. 77.6 DRAINAGE BASIN "D" � 6 I ,Il { 9C�j, wi /9.0's I 3t B i,rlutll a ivlp, Il t^� } �h.+ .t�1 k +iu p , "v 90.3' �9 Jy TR CT' 107 OUTFALL CONTROL 6' LEVEL Sea Toe 9 ( BASIN UNE ' O) STRUCTURE SPILLWAY '* + e a 0 1 STORY AREA 3 v o _ (SEE DETAIL) +, +, +, z FRAME ' r" FF =79.03 a " It o yot DRAINAGE BASIN C TRACT 91 1 N N PERMIT 448819.03 9ROPOSED DRAINAGE BASIN "A" r ul N COVERED 11 5 i WALKWAYS 89 TRACT 102 8, a WOOD DECK FIRE 0 e + +, HYDRANT - - � 90 �s > �. ( DRAINAGE BASIN "B" a O > 11 o 9 o '0 (PARCEL "A") PROPOSED BUILDING #3 h, (CAFE) FF =82.0 + M + +� (945 SF) I O 60.o' 0 1, 00 I 25.o' 25.o' I fig. FIR(1 /2 ") L8107 Z FIR(1 /2 ") LB107 N00'05'S5 "E 507.69' FIR (1 /2 ") L8107 0' 50' 100' SCALE: 1" = 50' (Call 48 hours before you dig! Jar � •J .s 9, r (331.49) J � 996` .,, SIR(1 /2 ") P06 (� CONC. L8107 PARCf } } „ SL MP ELEV. 77.6 TAXI WAY S ( "Ar } s I ar# + a Is s b y � r DIRECTION 0 w s l 1 IIr � i + r d r I !' y FLOW (TYP.) r yV V S" l I +, ly .0 9 +,J +1 O ,� CONC. L f U V U +� rl O V ?� p V +' B ' 'o 1Y FRAME, x77 g5 z I � � Q BU'LD;NG a z� 4 �'y 1 0.0' �� d ",1 a a .. + II II { I P i rJ+ ..s° �,, O CONG 47.1' + 0 o ills III 1 i '9!I p.° ., + yNr��' +, II IrIIh. rd 11�.. s ?� �B 1e �J s � Blo 1 STORY sa.o' 7 R.V. sITE, O DRAINAGE BASIN "B" �. COVERED MODU to k r k r"1 Id hd;' , kI I^I f III z 1 1te \ t ,, WOOD { v I p y • a I fa I,, ra h} I 103.7' COVERED 'WOOD DECK � DECK FF 80 rq WOOD 25.0' 25.0' J T a. I l ` I it 80 li li'u df I'" a 8 1 i1f "yi .0 \ ',p {r `! 24-2' a ?J FF =80.65 DECK ONRI 25,o' 25.0' 25.0 5 i I II 9i +f r { N r ! FF =80.46 a MODULAR 80.0 ti `II IrG + "I 13i BUILDING w > 47.1' FF =81.41 ' s 8 "PVC r 1 �'. 1"d s I,�J III +titlt =S 's ki , 70 0 �. Qr + • y + e o ' d" p llu , 1 STORY + i' III'" 1 P7 1 _ + 44.2' NR ?s +� m IM- '78.'0 a w + 4 rt tl IliO MAS .,i I,w_y 1 7804 �J CONST.. FDOT ' # I I, I 11 ' I �' 1 ` + I 80.0 3ATH y sEPS TYPE "C" INLET I I I II�I Y II � ROOMS SHED PROPOSED axva (12) R.V. SITES I „ BUILDING #1 '� o GIRT. 79.6 p :r 1, �NY FF =80.5 CONC 25.0' 25.0' 25.(. v I a" ipl !.arty F4 la "p7 4$I,.w II p 1 } 1 wyk F�F =80.00 (946 SF) , �J O CI 80.0 r sf F { ri ll rll4rly_ r,P� : META.. 41.3' 9 x78. + PROPOSED 24 gD II "C fl SHED 1 �� dos �� +,� +� b 0 24 "RCP SOIL BORING 12/13/90 s �S• !I X �S S 9 s. � (331.42') - - (PARCEL "C ") FIR(1 /2 ") LB107 L I 0 06 1 12/24/08 SWFWMD COMMENTS clil � REV.# DATE REVISION +, . J 9 +,� r e 0 ADE GRAVEL DRIVEWAY `' "�' #+ d� ODNNC. �. ..t a � i . �^ .1 •li"; 11G�T.':r,. Ir �` #•�, - - -+ # �' ASPH ALT PAVING '9 �ll �J� �f9 �'�J d ' � �' J2 1p POND 4 �� J ' s� s �� j e, ha Le - - , DRAINAGE BASIN "B" 32 PARKING SPACES - 9'X20' J S00'05'55 "W 895.00' TCe �,� '$; <, ' ° r9 '1 20 'e BJ ��o 41 1 �� 9 J 47 POB PROPOSED 2.5' WIDE FIR(1 /2 ") PARCEL "C" DUMPSTER PAD METAL SHED TO -- BE RELOCATED NEW LOCATION - OF METAL SHED S00 *06'24 "W 512.42' (331.42') - SOO'06'24 "W + � o s�� U � SWALE v� � Z co ' } lyr I NI Py - - - - Q 0 r COVERED COVERED DECK CONIC. ��. 'so TRIO a, o I III rl I !; r, FF =81.71 + ,+ + oovEr'ED 48.1 s O CONC. O G I I.i r� j a ' S , A m qI �I;L I,Iw } f 3 t MOBILE �a HOME 60.0' 1 a ` I FRAME ADDITION CO by s,t1F 1 1r ION l FRAME CONIC. o + o BUNKER 7 l�. ADDITION O e JJ O N 17,9 STEPS Q CONC. APRON 32 PARKING SPACES - 9'x20' 20 PARKING SPACES - 9'x.20' FI R(1 /2 ') L8107 (331.42') - �O ry 1ti . ph D� 5 LB107 +, �J a J +) a, s +, 0 �5 - (331.42') V - _ - _ I DESIGN: BAB DRAWN: PJL EUEL S PJ L BY CHECKED:j APC CONSULTING ENGINEERS LAND SURVEYORS LAND P 4625 EAST BAY DRIVE, SUITE 211 1 S ll l 1 jTJ� /�'j�V I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, PROJECT'S SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY IATES CLEARWATER, FL 33764 i 1 CITY REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PH 727 WWW.DEUELENGINEERING.COWt PROPOYZD DR,41 %4Gam' j6 I4 IAii KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED CERTIFICATE OF AUTHORIZATION NUMBER 26320 STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE CANNERS LICENSED BUSINESS NUMBER # 1107 ZEPHYRHILLS FLORIDA SUBMITTED PLANS. ks, 9 r +, 9, s +, B, r DRAINAGE BASIN AREA: BASIN "B" - 27,684 SF IAN A. BARKER, P.E., 56728 WORK ORDER NO. 1 20 - 121 / DATE: SEPTEMBER 5, 2008 SCALE: 1 " = 50 0 SHEET NO. 4 OF 4 LOCATION MAP N.T.S. IT'S THE LAW! 1- 800 - 432 -4770 EXISTING SKY DIVE WATER FEATURE c cA TO BE MODIFIED AND USED FOR 0 0 STORM WATER TREATMENT AND 0 0 ATTENUATION FOR PROPOSED o o C B BUILDINGS (SEE SECTION A\ -A) a T TO = 80.0 ( (PARCEL "B ") � �' a B BOT = 79.0 0 0 D DHWL = 79.50 DLWL = 79.25 SHWL = '� t3 Ln + + = 7 + +� + ' + � I I J O J J J J t + +, lp 3 3 FUEL TANK CONC. + +0 9' ' +' � + + + + + + 9 +,019 F FIR(1 /2 ") ? ' B Q Q + + JJ + + L LB107 + +'a N N.W. CORNER OF LB107 S00'05'S5 "W 507.69' , cn S / 8 SEC / - S S00'05'55 "W 941.30 " 3 30' P PLATTED R/W - UNIMPROVED � ,� � �, - - W WEST LINE OF N.E.1 4 OF S.W. 1 � o o S a B S C. 18 -26 -22 331.49' + +, +� +, +� +, � �� ( (53 17) a J � 996` .,, SIR(1 /2 ") P06 (� CONC. L8107 PARCf } } „ SL MP ELEV. 77.6 TAXI WAY S ( "Ar } s I ar# + a Is s b y � r DIRECTION 0 w s l 1 IIr � i + r d r I !' y FLOW (TYP.) r yV V S" l I +, ly .0 9 +,J +1 O ,� CONC. L f U V U +� rl O V ?� p V +' B ' 'o 1Y FRAME, x77 g5 z I � � Q BU'LD;NG a z� 4 �'y 1 0.0' �� d ",1 a a .. + II II { I P i rJ+ ..s° �,, O CONG 47.1' + 0 o ills III 1 i '9!I p.° ., + yNr��' +, II IrIIh. rd 11�.. s ?� �B 1e �J s � Blo 1 STORY sa.o' 7 R.V. sITE, O DRAINAGE BASIN "B" �. COVERED MODU to k r k r"1 Id hd;' , kI I^I f III z 1 1te \ t ,, WOOD { v I p y • a I fa I,, ra h} I 103.7' COVERED 'WOOD DECK � DECK FF 80 rq WOOD 25.0' 25.0' J T a. I l ` I it 80 li li'u df I'" a 8 1 i1f "yi .0 \ ',p {r `! 24-2' a ?J FF =80.65 DECK ONRI 25,o' 25.0' 25.0 5 i I II 9i +f r { N r ! FF =80.46 a MODULAR 80.0 ti `II IrG + "I 13i BUILDING w > 47.1' FF =81.41 ' s 8 "PVC r 1 �'. 1"d s I,�J III +titlt =S 's ki , 70 0 �. Qr + • y + e o ' d" p llu , 1 STORY + i' III'" 1 P7 1 _ + 44.2' NR ?s +� m IM- '78.'0 a w + 4 rt tl IliO MAS .,i I,w_y 1 7804 �J CONST.. FDOT ' # I I, I 11 ' I �' 1 ` + I 80.0 3ATH y sEPS TYPE "C" INLET I I I II�I Y II � ROOMS SHED PROPOSED axva (12) R.V. SITES I „ BUILDING #1 '� o GIRT. 79.6 p :r 1, �NY FF =80.5 CONC 25.0' 25.0' 25.(. v I a" ipl !.arty F4 la "p7 4$I,.w II p 1 } 1 wyk F�F =80.00 (946 SF) , �J O CI 80.0 r sf F { ri ll rll4rly_ r,P� : META.. 41.3' 9 x78. + PROPOSED 24 gD II "C fl SHED 1 �� dos �� +,� +� b 0 24 "RCP SOIL BORING 12/13/90 s �S• !I X �S S 9 s. � (331.42') - - (PARCEL "C ") FIR(1 /2 ") LB107 L I 0 06 1 12/24/08 SWFWMD COMMENTS clil � REV.# DATE REVISION +, . J 9 +,� r e 0 ADE GRAVEL DRIVEWAY `' "�' #+ d� ODNNC. �. ..t a � i . �^ .1 •li"; 11G�T.':r,. Ir �` #•�, - - -+ # �' ASPH ALT PAVING '9 �ll �J� �f9 �'�J d ' � �' J2 1p POND 4 �� J ' s� s �� j e, ha Le - - , DRAINAGE BASIN "B" 32 PARKING SPACES - 9'X20' J S00'05'55 "W 895.00' TCe �,� '$; <, ' ° r9 '1 20 'e BJ ��o 41 1 �� 9 J 47 POB PROPOSED 2.5' WIDE FIR(1 /2 ") PARCEL "C" DUMPSTER PAD METAL SHED TO -- BE RELOCATED NEW LOCATION - OF METAL SHED S00 *06'24 "W 512.42' (331.42') - SOO'06'24 "W + � o s�� U � SWALE v� � Z co ' } lyr I NI Py - - - - Q 0 r COVERED COVERED DECK CONIC. ��. 'so TRIO a, o I III rl I !; r, FF =81.71 + ,+ + oovEr'ED 48.1 s O CONC. O G I I.i r� j a ' S , A m qI �I;L I,Iw } f 3 t MOBILE �a HOME 60.0' 1 a ` I FRAME ADDITION CO by s,t1F 1 1r ION l FRAME CONIC. o + o BUNKER 7 l�. ADDITION O e JJ O N 17,9 STEPS Q CONC. APRON 32 PARKING SPACES - 9'x20' 20 PARKING SPACES - 9'x.20' FI R(1 /2 ') L8107 (331.42') - �O ry 1ti . ph D� 5 LB107 +, �J a J +) a, s +, 0 �5 - (331.42') V - _ - _ I DESIGN: BAB DRAWN: PJL EUEL S PJ L BY CHECKED:j APC CONSULTING ENGINEERS LAND SURVEYORS LAND P 4625 EAST BAY DRIVE, SUITE 211 1 S ll l 1 jTJ� /�'j�V I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, PROJECT'S SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY IATES CLEARWATER, FL 33764 i 1 CITY REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PH 727 WWW.DEUELENGINEERING.COWt PROPOYZD DR,41 %4Gam' j6 I4 IAii KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED CERTIFICATE OF AUTHORIZATION NUMBER 26320 STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE CANNERS LICENSED BUSINESS NUMBER # 1107 ZEPHYRHILLS FLORIDA SUBMITTED PLANS. ks, 9 r +, 9, s +, B, r DRAINAGE BASIN AREA: BASIN "B" - 27,684 SF IAN A. BARKER, P.E., 56728 WORK ORDER NO. 1 20 - 121 / DATE: SEPTEMBER 5, 2008 SCALE: 1 " = 50 0 SHEET NO. 4 OF 4 LOCATION MAP N.T.S. IT'S THE LAW! 1- 800 - 432 -4770 +, ly .0 9 +,J +1 O ,� CONC. L f U V U +� rl O V ?� p V +' B ' 'o 1Y FRAME, x77 g5 z I � � Q BU'LD;NG a z� 4 �'y 1 0.0' �� d ",1 a a .. + II II { I P i rJ+ ..s° �,, O CONG 47.1' + 0 o ills III 1 i '9!I p.° ., + yNr��' +, II IrIIh. rd 11�.. s ?� �B 1e �J s � Blo 1 STORY sa.o' 7 R.V. sITE, O DRAINAGE BASIN "B" �. COVERED MODU to k r k r"1 Id hd;' , kI I^I f III z 1 1te \ t ,, WOOD { v I p y • a I fa I,, ra h} I 103.7' COVERED 'WOOD DECK � DECK FF 80 rq WOOD 25.0' 25.0' J T a. I l ` I it 80 li li'u df I'" a 8 1 i1f "yi .0 \ ',p {r `! 24-2' a ?J FF =80.65 DECK ONRI 25,o' 25.0' 25.0 5 i I II 9i +f r { N r ! FF =80.46 a MODULAR 80.0 ti `II IrG + "I 13i BUILDING w > 47.1' FF =81.41 ' s 8 "PVC r 1 �'. 1"d s I,�J III +titlt =S 's ki , 70 0 �. Qr + • y + e o ' d" p llu , 1 STORY + i' III'" 1 P7 1 _ + 44.2' NR ?s +� m IM- '78.'0 a w + 4 rt tl IliO MAS .,i I,w_y 1 7804 �J CONST.. FDOT ' # I I, I 11 ' I �' 1 ` + I 80.0 3ATH y sEPS TYPE "C" INLET I I I II�I Y II � ROOMS SHED PROPOSED axva (12) R.V. SITES I „ BUILDING #1 '� o GIRT. 79.6 p :r 1, �NY FF =80.5 CONC 25.0' 25.0' 25.(. v I a" ipl !.arty F4 la "p7 4$I,.w II p 1 } 1 wyk F�F =80.00 (946 SF) , �J O CI 80.0 r sf F { ri ll rll4rly_ r,P� : META.. 41.3' 9 x78. + PROPOSED 24 gD II "C fl SHED 1 �� dos �� +,� +� b 0 24 "RCP SOIL BORING 12/13/90 s �S• !I X �S S 9 s. � (331.42') - - (PARCEL "C ") FIR(1 /2 ") LB107 L I 0 06 1 12/24/08 SWFWMD COMMENTS clil � REV.# DATE REVISION +, . J 9 +,� r e 0 ADE GRAVEL DRIVEWAY `' "�' #+ d� ODNNC. �. ..t a � i . �^ .1 •li"; 11G�T.':r,. Ir �` #•�, - - -+ # �' ASPH ALT PAVING '9 �ll �J� �f9 �'�J d ' � �' J2 1p POND 4 �� J ' s� s �� j e, ha Le - - , DRAINAGE BASIN "B" 32 PARKING SPACES - 9'X20' J S00'05'55 "W 895.00' TCe �,� '$; <, ' ° r9 '1 20 'e BJ ��o 41 1 �� 9 J 47 POB PROPOSED 2.5' WIDE FIR(1 /2 ") PARCEL "C" DUMPSTER PAD METAL SHED TO -- BE RELOCATED NEW LOCATION - OF METAL SHED S00 *06'24 "W 512.42' (331.42') - SOO'06'24 "W + � o s�� U � SWALE v� � Z co ' } lyr I NI Py - - - - Q 0 r COVERED COVERED DECK CONIC. ��. 'so TRIO a, o I III rl I !; r, FF =81.71 + ,+ + oovEr'ED 48.1 s O CONC. O G I I.i r� j a ' S , A m qI �I;L I,Iw } f 3 t MOBILE �a HOME 60.0' 1 a ` I FRAME ADDITION CO by s,t1F 1 1r ION l FRAME CONIC. o + o BUNKER 7 l�. ADDITION O e JJ O N 17,9 STEPS Q CONC. APRON 32 PARKING SPACES - 9'x20' 20 PARKING SPACES - 9'x.20' FI R(1 /2 ') L8107 (331.42') - �O ry 1ti . ph D� 5 LB107 +, �J a J +) a, s +, 0 �5 - (331.42') V - _ - _ I DESIGN: BAB DRAWN: PJL EUEL S PJ L BY CHECKED:j APC CONSULTING ENGINEERS LAND SURVEYORS LAND P 4625 EAST BAY DRIVE, SUITE 211 1 S ll l 1 jTJ� /�'j�V I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, PROJECT'S SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY IATES CLEARWATER, FL 33764 i 1 CITY REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PH 727 WWW.DEUELENGINEERING.COWt PROPOYZD DR,41 %4Gam' j6 I4 IAii KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED CERTIFICATE OF AUTHORIZATION NUMBER 26320 STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE CANNERS LICENSED BUSINESS NUMBER # 1107 ZEPHYRHILLS FLORIDA SUBMITTED PLANS. ks, 9 r +, 9, s +, B, r DRAINAGE BASIN AREA: BASIN "B" - 27,684 SF IAN A. BARKER, P.E., 56728 WORK ORDER NO. 1 20 - 121 / DATE: SEPTEMBER 5, 2008 SCALE: 1 " = 50 0 SHEET NO. 4 OF 4 LOCATION MAP N.T.S. IT'S THE LAW! 1- 800 - 432 -4770 1Y FRAME, x77 g5 z I � � Q BU'LD;NG a z� 4 �'y 1 0.0' �� d ",1 a a .. + II II { I P i rJ+ ..s° �,, O CONG 47.1' + 0 o ills III 1 i '9!I p.° ., + yNr��' +, II IrIIh. rd 11�.. s ?� �B 1e �J s � Blo 1 STORY sa.o' 7 R.V. sITE, O DRAINAGE BASIN "B" �. COVERED MODU to k r k r"1 Id hd;' , kI I^I f III z 1 1te \ t ,, WOOD { v I p y • a I fa I,, ra h} I 103.7' COVERED 'WOOD DECK � DECK FF 80 rq WOOD 25.0' 25.0' J T a. I l ` I it 80 li li'u df I'" a 8 1 i1f "yi .0 \ ',p {r `! 24-2' a ?J FF =80.65 DECK ONRI 25,o' 25.0' 25.0 5 i I II 9i +f r { N r ! FF =80.46 a MODULAR 80.0 ti `II IrG + "I 13i BUILDING w > 47.1' FF =81.41 ' s 8 "PVC r 1 �'. 1"d s I,�J III +titlt =S 's ki , 70 0 �. Qr + • y + e o ' d" p llu , 1 STORY + i' III'" 1 P7 1 _ + 44.2' NR ?s +� m IM- '78.'0 a w + 4 rt tl IliO MAS .,i I,w_y 1 7804 �J CONST.. FDOT ' # I I, I 11 ' I �' 1 ` + I 80.0 3ATH y sEPS TYPE "C" INLET I I I II�I Y II � ROOMS SHED PROPOSED axva (12) R.V. SITES I „ BUILDING #1 '� o GIRT. 79.6 p :r 1, �NY FF =80.5 CONC 25.0' 25.0' 25.(. v I a" ipl !.arty F4 la "p7 4$I,.w II p 1 } 1 wyk F�F =80.00 (946 SF) , �J O CI 80.0 r sf F { ri ll rll4rly_ r,P� : META.. 41.3' 9 x78. + PROPOSED 24 gD II "C fl SHED 1 �� dos �� +,� +� b 0 24 "RCP SOIL BORING 12/13/90 s �S• !I X �S S 9 s. � (331.42') - - (PARCEL "C ") FIR(1 /2 ") LB107 L I 0 06 1 12/24/08 SWFWMD COMMENTS clil � REV.# DATE REVISION +, . J 9 +,� r e 0 ADE GRAVEL DRIVEWAY `' "�' #+ d� ODNNC. �. ..t a � i . �^ .1 •li"; 11G�T.':r,. Ir �` #•�, - - -+ # �' ASPH ALT PAVING '9 �ll �J� �f9 �'�J d ' � �' J2 1p POND 4 �� J ' s� s �� j e, ha Le - - , DRAINAGE BASIN "B" 32 PARKING SPACES - 9'X20' J S00'05'55 "W 895.00' TCe �,� '$; <, ' ° r9 '1 20 'e BJ ��o 41 1 �� 9 J 47 POB PROPOSED 2.5' WIDE FIR(1 /2 ") PARCEL "C" DUMPSTER PAD METAL SHED TO -- BE RELOCATED NEW LOCATION - OF METAL SHED S00 *06'24 "W 512.42' (331.42') - SOO'06'24 "W + � o s�� U � SWALE v� � Z co ' } lyr I NI Py - - - - Q 0 r COVERED COVERED DECK CONIC. ��. 'so TRIO a, o I III rl I !; r, FF =81.71 + ,+ + oovEr'ED 48.1 s O CONC. O G I I.i r� j a ' S , A m qI �I;L I,Iw } f 3 t MOBILE �a HOME 60.0' 1 a ` I FRAME ADDITION CO by s,t1F 1 1r ION l FRAME CONIC. o + o BUNKER 7 l�. ADDITION O e JJ O N 17,9 STEPS Q CONC. APRON 32 PARKING SPACES - 9'x20' 20 PARKING SPACES - 9'x.20' FI R(1 /2 ') L8107 (331.42') - �O ry 1ti . ph D� 5 LB107 +, �J a J +) a, s +, 0 �5 - (331.42') V - _ - _ I DESIGN: BAB DRAWN: PJL EUEL S PJ L BY CHECKED:j APC CONSULTING ENGINEERS LAND SURVEYORS LAND P 4625 EAST BAY DRIVE, SUITE 211 1 S ll l 1 jTJ� /�'j�V I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, PROJECT'S SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY IATES CLEARWATER, FL 33764 i 1 CITY REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PH 727 WWW.DEUELENGINEERING.COWt PROPOYZD DR,41 %4Gam' j6 I4 IAii KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED CERTIFICATE OF AUTHORIZATION NUMBER 26320 STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE CANNERS LICENSED BUSINESS NUMBER # 1107 ZEPHYRHILLS FLORIDA SUBMITTED PLANS. ks, 9 r +, 9, s +, B, r DRAINAGE BASIN AREA: BASIN "B" - 27,684 SF IAN A. BARKER, P.E., 56728 WORK ORDER NO. 1 20 - 121 / DATE: SEPTEMBER 5, 2008 SCALE: 1 " = 50 0 SHEET NO. 4 OF 4 LOCATION MAP N.T.S. IT'S THE LAW! 1- 800 - 432 -4770 DUMPSTER PAD METAL SHED TO -- BE RELOCATED NEW LOCATION - OF METAL SHED S00 *06'24 "W 512.42' (331.42') - SOO'06'24 "W + � o s�� U � SWALE v� � Z co ' } lyr I NI Py - - - - Q 0 r COVERED COVERED DECK CONIC. ��. 'so TRIO a, o I III rl I !; r, FF =81.71 + ,+ + oovEr'ED 48.1 s O CONC. O G I I.i r� j a ' S , A m qI �I;L I,Iw } f 3 t MOBILE �a HOME 60.0' 1 a ` I FRAME ADDITION CO by s,t1F 1 1r ION l FRAME CONIC. o + o BUNKER 7 l�. ADDITION O e JJ O N 17,9 STEPS Q CONC. APRON 32 PARKING SPACES - 9'x20' 20 PARKING SPACES - 9'x.20' FI R(1 /2 ') L8107 (331.42') - �O ry 1ti . ph D� 5 LB107 +, �J a J +) a, s +, 0 �5 - (331.42') V - _ - _ I DESIGN: BAB DRAWN: PJL EUEL S PJ L BY CHECKED:j APC CONSULTING ENGINEERS LAND SURVEYORS LAND P 4625 EAST BAY DRIVE, SUITE 211 1 S ll l 1 jTJ� /�'j�V I, BRIAN BARKER, HEREBY CERTIFY AS A LICENSED PROFESSIONAL ENGINEER, PROJECT'S SITE AND/OR CONSTRUCTION PLANS, TO THE BEST OF MY IATES CLEARWATER, FL 33764 i 1 CITY REGISTERED IN ACCORDANCE WITH FLORIDA STATUTE 471 (481) THAT THE ABOVE PH 727 WWW.DEUELENGINEERING.COWt PROPOYZD DR,41 %4Gam' j6 I4 IAii KNOWLEDGE, INFORMATION AND BELIEF, WILL MEET APPLICABLE DESIGN CRITERIA SPECIFIED BY CITY MUNICIPAL ORDINANCE, STATE AND FEDERAL ESTABLISHED CERTIFICATE OF AUTHORIZATION NUMBER 26320 STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE REVIEW OF THESE CANNERS LICENSED BUSINESS NUMBER # 1107 ZEPHYRHILLS FLORIDA SUBMITTED PLANS. ks, 9 r +, 9, s +, B, r DRAINAGE BASIN AREA: BASIN "B" - 27,684 SF IAN A. BARKER, P.E., 56728 WORK ORDER NO. 1 20 - 121 / DATE: SEPTEMBER 5, 2008 SCALE: 1 " = 50 0 SHEET NO. 4 OF 4 LOCATION MAP N.T.S. IT'S THE LAW! 1- 800 - 432 -4770