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HomeMy WebLinkAbout22-5362Issue Date: 12/14/2022 Property Timber Stre6tAddlross 36560 Smithfield Ln 04 26 21 0150 00900 0080 r information Permit thforimation Contractor lofb tloh Name: LENNAR HOMES LLC-OWNER Permit Type: Building New (Residential) Contractor: LENNAR HOMES LLC Class of Work: SFR Construct Address: 4600 W Cypress St 200 Building Valuation: $365,400.00 , TAMPA, FL 33607 Electrical Valuation: $54,810.00 Phone: (813) 74-5700 Mechanical Valuation: $25,578.00 Plumbing Valuation: $36,540.00 Total Valuation: $482,328,00 Q � Total Fees: $20,485.25.„� Amount Paid: $20,485.25 Cate Paid: 12114/2022 3:45:28PM 1211ijlfll Description CONSTRUST SINGLE FAMILY 2580 SQ FT —A ptiior� Building Plan Review Fee $180.00 Address Fee $30,00 Electrical Plan Review Fee $0.00 Transportation Impact Fee $3,595.68 Public Safety Impact Fee -Police $254.00 Park Impact Fee - Single Family/Townhome $769,56 SIF 1 percent Fee $83,28 Public Safety Impact Fee -Admin $26,35 Transportation Impact Fee - City $36.32 3f4 Water Meter Fee (Cale) $732.71 Driveway Fee $45.00 School Impact Fee - Single Family $8,328.00 Plumbing Permit Fee $222.70 Mechanical Plan Review Fee $0,00 Plumbing Plan Review Fee $0,00 Electrical Permit Fee $314.05 Building Permit Fee $1,867.00 Water Connection Residential Fee $1,010.00 Mechanical Permit Fee $167.89 Irrigation 3f4 Meter (Cale) $732.71 Sewer Connection Residential Fee $2,090.00 REINSPECTION FEES: (c) With respect to Relinspection fees will comply with Florida Statute 553a80( )(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first remspectlon, whichever is greater, for each subsequent reinspectiona Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner, Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your leader or an attorney before recording your notice of commencement." Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. gj 4 TOR SIGNATURE i THOUT APPROVED PE IT OFFICE INSPECTION 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting 908 770 __ 7763 Owner's Name CAL HEARTHSTONE LOT OPTION POOL 03 L P Owner Phone Number813.574.5700 Owner's Address 23975 Park Sorrento, Ste. 220, Calabasas, CA 91302 Owner Phone Number -- — Fee Simple Titleholder Name N/A ---- owner Phone Number Fee Simple Simple Titleholder Address N/A JOB ADDRESS�n Sml$Ilfleid Lane LOT# Q�QB SUBDIVISION At1�10ttSCjUare� PARCEL ID# 04-26-21-�1JQ-Og9Q0-0080 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR 8 ADD/ALT INSTALL REPAIR SIGN 0 DEMOLISH PROPOSED USE SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK Single Family Residence I Pool 1 Screen Enclosure !Fence UIR SPOJ BUILDING SIZE SO FOOTAGE$ HEIGHT $ 365400 VALUATION OF TOTAL CONSTRUCTION -;7BUILDING (ELECTRICAL L $ 5¢g 10 PROGRESS ENERGY W.R.E.C. -t AMP SERVICE PLUMBING $ 36540 Na! (MECHANICAL $ 25578 VALUATION OF MECHANICAL INSTALLATION GAS ROOFING SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA YES Do eaoes�IEE.P,111 BUILDER L SIGNATURE REGISTERED Y N 4301 W So t BIvd Su 6tQ0 'Damn a, FL 33607 CGC1518166 Address P F License# _ ®^ ELECTRICIAN COMPANY Edmonson Electric, Inc. SIGNATURE Al REGISTERED Y / N FEE CURREN Y / N Address � r � — License # I EC13005408 PLUMBER COMPANY Bayon�\FEE bing, Heating & AC, Inc SIGNATURE / rh REGISTERED Y / CURREN Y / N CFC042 Address � ,�=' License # 998 MECHANICAL COMPANY Bayonet Plumbing, HeatingAC, Inc �: �--- SIGNATURE �" REGISTERED Y / N FEE CURREN Y / N Address F `� aa� License # caca58o62 �� OTHER COMPANY C Sterling Quality Roofing, Inc SIGNATURE REGISTERED Y I N FEE111RE1 Y/ N Address License # CCC057991 — BItI198B1I1ti9I68t1! ttIIA...I-t111BI91916111F6118ti141flI18tltt168IF08I 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 (2) 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. ,gym....... .._._._...... Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $7500) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (PloUSurvey/Footage) Driveways -Not over Counter if on public roadways..needs ROW NOTICE OFDEED 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 toundertake work, they may be required to be licensed |naccordance with state and local regulations, If the contractor in not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law, |fthe owner nrintended contractor are uncertain aato what licensing requirements may apply for the intended work, they are advised tocontact the Pasco County Building Inspection Dkvixion--L|oons|ngSomiona/72r-847' 8009, Fnrtkennon*, if the owner has hired e contractor or contractors, he is a*wneg to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. |fyou, amthe owner sign oothe c*ntractnr, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco TRANSPORTATIONS IMPACT AND RESOURCE RECOVERY FEE& 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 1, 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 Army Corps o,Enginwem'Semwmxo.Docks, Navigable Waterways. ' Department of Health & Rehabilitative S*wioam/Env|mnmame| Health Unit -Wells, Wastewater Tmmmant, Septic Tanks. UQEnvironmental P iAgency-Asbestos mbatement. Federal Aviation Authority -Runways, | understand that the following restrictions apply to the use uffill: Use ovfill ianot allowed inFlood Zone'v^unless ' If the fix material is to be used in Flood znnm 'A'', it is understood that a drainage plan addressing a ^compensating volume" will be submitted at time of permitting which is prepared by professional engineer licensed uythe State oxFlorida, - If the #|| material is to be used in Flood Zone 'vr in connection with a permitted building using stem wall construction, | certify that fill will bsused only mfill the area within the stem wall. If fill material is to be used in any area, | certify that use of such no will not adversely affect 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 |ma |eon than one (0 acre which are elevated by fill, anengineered drainage plan is'required. n|amthe AGENT FOR THE OWNER, I promise ingood faith minform the owner ufthe permitting mn et 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, thejob is considered abandoned, Subscribed and sworn o (or affirmed) before me this Subscribed and sworn to (or affirmed) before me this _L111L11111 by 0'21,2012 by Who is/are personally known to me Who or has/have produced as identification, as identification. Notary Public Notary Public Commission No, GG 296057 Commission No. Stephanie Farmer Stephanie T IV RECEIPT NO. DATE BY � } & mll ` 0 / ,_ . . .` \ \ . \ (" \/\ \. V-RA VIRTUAL REVIFW ASSIST Private Provider Plan Compliance Affidavit Private Provider Finn: Virtual Review Assist, Inc. Private Provider: Debra Anne Klahr, BU 1967 Address: 747 Southwest 2d Avenue Gainesville, FL 32601 Phone: 813-391-2959 ualreviewassist.com Email: bllu(4131-111i Project: New SFR Address(s): 36560 Smithfield Lane I hereby certify that to the best of my knowledge and belief the plans submitted were reviewed for and are in compliance with the Florida Building Code and all local amendments to the Florida Building Code by the following affiant, who is duly authorized to perform plans review pursuant to Section 553.791, Florida Statute and holds the appropriate license or certificate: Plan Sheets: CS,A1,A2,A3,A4,A5,A6.1,A6.2, SNO, SN1,S3,S4,S5,S6, SS,SII,SI2,WPI.0,PAI.0,PAI.1,PAI.2,PAI,3,PAI.4, SHI.0,SHI,I,SHI,2,SHI.3,SHI.4,SHL5 Florida License/Registration/Certification #(s) and description: FS468 Certified Standard Plans Examiner License #: PX2300 Signature of Reviewer: SWORN AND SUBSCRIBED before iiWb'Debra Anne Klahr being personally known to me or having produced as identification and who being fully sworn and cautioned, state that the foregoing is true d correct to the best of his/her knowledge or belief. Signature o otary Print 4'.Y," VV\ VIRTUAL REVIEW .ASSIST Notice to Building Official of Use of Private Provider Effective January 20, 2003 Project Name: Parcel Tay: Ili: 04-26-21-0150-00900-0080 Services to be provided: Plans Review X Inspections Note: If the notice applies to either private plan review or private inspection services the Building Official may require, at his or her discretion, the private provider be used for both services pursuant to Section 553.791(2) Florida Statute, I Steve Smith , the fee owner, affirm I have entered into a contract with the Private Provider indicated below to conduct the services indicated above. Private Provider Finn: VIRTUAL REVIEW ASSIST INS. Private Provider: DEBRA ANNE KLAHR Address: 747 SW 2ND AVENUE m SUITES 170 301 357 35� �AINE VILLE FL, 32601 Telephone: 313.37-3063 Fax: N/A Email Address (Optional): deb@virtualreviewassist.com Florida License, Registration or Certificate 4: (LIC # BU 1967 / PX2300 / EN4 15) I have elected to use one or more private providers to provide building code plans review and/or inspection services on the building that is the subject of the enclosed permit application, as authorized by s. 553.791, Florida Statutes. I understand that the local building official may not review the plans submitted or perform the required building inspections to determine compliance with the applicable codes, except to the extent specified in said law. Instead, plans review and/or required building inspections will be performed by licensed or certified personnel identified in the application. The law requires minimum insurance requirements for such personnel, but I understand that I may require more insurance to protect my interests. By executing this form, I acknowledge that I have made inquiry regarding the competence of the licensed or certified personnel and the level of their insurance and am satisfied that my interests are adequately protected. I agree to indemnify, defend, and hold harmless the local government, the local building official, and their building code enforcement personnel from any and all claims arising from my use of these licensed or certified personnel to perform building code inspection services with respect to the building that is the subject of the enclosed permit application. I understand the wilding Official retains authority to review plans, make required inspections, and enforce the applicable codes within his or her charge pursuant to the standards established by s. 553.791, Florida Statutes. If I make any changes to the listed private providers or the services to be provided by those private providers, I shall, within I business day after any change, update this notice to reflect such changes. The building plans review and/or inspection services provided by the private provider is limited to building code compliance and does not include The following attachments are provided as required: I . Qualification statements and/or resumes of the private provider and all duly authorized representatives. 2.- Proof of insurance for professional and comprehensive liability in the, amount of $1 million per occurrence relatin- to all serviees-per private-provider-includi a tail covera,.e for a minimum of 5 years subsequent to the performance of building code inspection services. (signature) Print Name, Address: Telephone No.: Please use appropriate notary block. STATE oF FLORIDA Individual Beforeme, this day of 20—, personally appeared who executed the foregoing instrument, and acknowledged before me that same was executed for the purposes therein expressed. Corporation —LENNAREQMEa,LLQ— Print Corporation Name (signature) print Name&hrlstopher Smith its: Authorized AggrLt- Address. _ZQQ_hB6LjDjjb_j6ya_ Miami FL 33172 Telephone No. 813-574-5700 Corporation Before me, this 22ND day of MAY 2o2.2, personally appeared Of Lennar HomesLLC--. a corporation, on behalf of the state corporation, who executed the foregoing instrument and aoIcnowledged before me that same was executed for the purposes therein expressed, HMMME M (signature) Print Name: Its: Address: M Partnership Beforeme,this day of 20 personally appeared partner/agent on behalf of a partnership, who executed the foregoing instrument and acknowledged before me that same was executed for the purposes therein expressed. Personally known X or Produoed identi cation Typo of identification produced Signature ofNotar PrintName --ASHLEE CALLAHAN Notary Public Stamp: ASHLEECALLAN M torida - '1� State of Pub, Commission Expires:Not Gotrttnlsior GG 24445b v NOVEMBER 30, 2022 *�'c W, ExpleQ5 Nov 10, 2022 F—COMMERCIAL BUILDING SERVICES DIVISION VRESIDENTIAL BUILDING PERMIT DATA SHEET FIRE MARSHAL #01 - Required Permits _WBuilding Plumbing El Instpection 00n,14 __ WMechanical E] Inspection Only T V lect'rical-, -Arnp I El Inspection �"I! Roof El On Site Piping 1:1 Gas El Fire Line El Medical Gas Ej Irrigation E] Fire Sprinklers E] Fire Alarm El Potable Rackflow Assembly Ej Fire Line Back1low Preventer El Irrigation Backflow Assembly Demolition El Walk-in Cooler Ej Refrigeration El Hood El Fence/Wall Ej Grease Trap T eConstruction: V-B Risk Category: Occupancy Load a neyCClassification: Factory Assembly �'Day Care/Educational Hazardous nal Mercantile Residential 'Storage Building Use: Bindle Frame Alteration 1 Level 1 Level 2 Level 3 IQ VNew Construction E] Interior Finish Interior Remodel Exterior Remodel E] Addition E] Revision Overall Size: Number of Stories: Total Sq. Ft.: 30 x 52-8 2 3043 Living Area: Covered Area: # of Bedrooms: 6 2580 463 # of Baths: 3 Cost per square foot: Estimated Value: Roo�e, Z Shingle ®Tile El Built-up El Metal Other S cares: 20 Zoning: W, orne Debris: Energy Code: 405-2020 _TDjnside 2utside — Flood Zone: X Base Flood Elevation: Finish Floor Elevation: Hydrostatic Vents? Yes 10-11,11, No B Sq. Ft. Enclosed Space elow BITE: 1 # of Vents: Size of Vents: Total Sq. In. Permanent Openings [R Central A/C D Gas A/C El Gas Heat Electric Heat 1HUM Sanitary Sewer Storm Sewer Catch Basins Potable Water Under round Fire Line Rear Left As per Approved Site Plan mm DESCRIPTION: LOT 8• BLOCK 9, ABBOTT SQUARE PHASE I B, SITE PLAN N ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 89, PAGES 57-62, OF THE PUBLIC RECORDS OF PASCO COUNTY, (NOT A SURVEY) FLORIDA, �lis SITE PLAN Prepared for -end Certified To: PROPOSED ELEVATIONS AND GRADING l Lennar Homes SHOWN HEREON ARE TAKEN FORM THE ENGINEERING PLANS QE ABBOTT SQUARE RESIDENTIAL", PREPARED BY "WRA" PROVIDED BY CLIENT I ALL ELEVATIONS REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 1 (NAVD 88) SEC. 4, TWP. 26 S, RNG 21 E. PASCO COUNTY, FLORIDA (ABBOTT SOUARE) CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARiN"Ci�-- DELTAANGLE 1 C81 875.00' Z95 7,95' N89"29'S4"E O'31't TRACT "A" "A" (CDD) RIGHT-OF-WAY SMITHFIELD LANE N 89145'31" E (P) BASIS OF BEARING v 22.0' ` S CONC WALK -�_ . N 99 AS'31- E I1 37.05' (P) " ' CEH • . LOT = 625 SQ FL pb6t�A''�^ LIVING AREA=—U1Q_SQ.FT. PORCH — GO __SO. FT. _ _ _.... GARAGE = 403 SC. FT. coroc`B ✓ rllcE COVERED LANAI = NSQ, FT. WALK PATIO = 18 SO. FT. POOL AREA = N-�SQ. FT.t6.0' ` CONC. DRIVE =.68 o SQ. FT. _) 7.5' L3 _ zo.o' S' A/C & CONIC PAD =2 SQ. FT SIDEWALK 37,____SQ. FT. 10.0' ENTRY LOT SOD = N�Fl SQ. FT. R/W SOD = NSA _SQL FT. LOT OCCUPIED =-3k-- Pt PROPOSED AREA TO IRRIGATE = 64 070 2 STORY RESIDENCE LOT 7 PLAN 2551 LOT 9 BLOCK 9 o w ELEV'A" o `^ BLOCK 9 ��., GARAGE L LOT S q j = 2" OAK _ BLOCK 9 m b + = 10.00PUBLIC UTILITY EASEMENT A � 30'-0" S,o LEGEND: v T 30.0' 75 b _.%- r►-= PROPOSED DRAINAGE FLOW = J PATIO 35X35 /700d (00,00) PROPOSED GRADE 4T 351� N` C/s-A/C E-00.00 = EXISTING GRADE NOTES: 1 L07 GRADING TYRE ==B � PROPOSED PFlp ELEVATION = 108.80' N N FRONT SETBACK --- 20" SIDE SET BACK � 7. i' - SIDE SET BACK (CORNER LOT) =10' REARSETBACK— IS' PROPOSED: -------- MINIMUM FLOOR ELEVATIONS: Cbg9N' S 89"4S'24" W (N 45.00' (P) "B-6"j /7pa �� LIVING AREA: 109.47' TRACT GARAGE AREA: (CDD) ACCESS/DRAINAGE/ ELEVATIONS REFERENCED TO LANDSCAPE/ WALL MAINTENANCE AND FENCE AREA; NORTH AMERICAN VERTICAL OPEN SPACE DATUM OF 1988 APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY NO. 120235 $LIRVEY ABBREVATIONS (MAP NUMBER 12101C-0289-F) EFFECTIVE DATE: 09/26/2014 Al-ARCENCH (0)-DEED INV- INVERT PC - POINT OF CL tiv FS -RECOD LEGEND AC ARCONDI ONER 0E-DRAINAGE EASEMENT UB L'*CNSLO BUSN_SS INCUN r OF, COMPOUND CURVE RNG=RANG- VINYL FENCE AT ALUMNUM NCT_ FLORELEV LEVAPl LE- LANDSCAPE-ASEMENT PCF RMANENTCOMiOPOPO PIS-RAI ROADO'ei .,�„"`* �ONC —.u--� SEE -BASE FLOOD `iFCA CN FOP -EDGE O. PAVEMENT,LPF,-LOWS FLOOD ELEVATION PIE -POOLEOUKIAENT R/Ut=RG4.O: WAY 4M=.°.ENCH MARK ESMT-EASEPI N' IS-UCENIF SURVEYOR PG=PAG SC -SECTION WOOD FENCE C CUALC F/C - FENCE CORNER fell- MEASURED N-PON Or INTERSEC(10N SN&D- SET NAIL AND ISM — ICI-CAtCIILAT ) ECM-r:OLIN CONCRETE MIS-MI1 RCD tND SECTION PK-PARK RKALON LgKglg3 CENTER NE CHAINUNKEENCE CLF=CHA NLINY `NCC R'EgNUMENT N<Fx NO COP Fri tOUNO R PI OPi-RIY GNC SIR=SE "';ftON IFODIBx 8183 it-- CMP=CORRUGATtii META-I'i° FW-EOUNDIRONOPE O/A - CIA RAI. POP PONT OF BEGINNING TBM=- MPORA42Y BENCH MARK �"'RRICK COt.=CO�DPM FIR-FOLINDIION ROD OHW= OVERHEAD WIRES) POC POINT OF COMMINCIMEM TOB=TO OF BANK CONC=CONCRETF rN&D-FOUND NAL&DISK O.i-OFIIUAL RECORDS POL POWTONUNt TWP-IOWNSHIP ALUMINUM FENCE CJS-CONCREE STAB f?P-ICSINDOPEN PIPE (1) -PIAI PRC PONT OF REVERVE St CURU.E-LDS_ITYEAM7MENT CST=CLEAR SIGHT TRIANGLE ' "—FOUNDPINCHEDPI E I PB•^PLATBOOK FIRM - PERMANENT Rt FFRLNCE MONUMENT VF­ONYL PENCE JOB #5822 SURVEYOR'$ NOTES: SURVEYOR'S CERTIFICATE 1708 Water Oak Drive Date of Site Plan 8-9-22 1,) Current title information on the subject property had not been This certifies that s�%{iflLc hereon described Tarpon Springs, Florida furnished to initial Point Land Surveying, LLC at the time of this property O,asdn iq,p efvlsion and Phone: (727)-831-1990 SITE PLAN f JWCAS-PHIB-L$BL9-SITE meets the 'S c 0$�'actice for FbndaPLS7t23�Yjmaitcom 2.) This sketch was prepared without the benefit of a title search, seyc { "d of La td LEE 8183 No instruments of record reflecting ownership, easements or SO I r 1 Ci W + q(e, rights -of --way were furnished to the undersigned, unless otherwise 5 �i t } Ck�E Shawn hereon. i }t Drawn by: DJE purse Tt toiSection 4, 2 s` l F1ar z Y- 9.) Roads, walks, and other similar items shown hereon were taken S t i8` �Q pecked by.JH from engineering plans and are subject to survey. , REiIISiUflIS 4.) This SITE PLAN does not reflect nor determine ownership. tilpy , SY'3 Sys qr RAC 5.) This SITE PLAN is subject to matters shown on the Plat of�i F60RIDA .b "� ' `r I� y, A 4i w`o`s•: "ABBOTT SQUARE PHASE IB"m"'--- 6.) Dimensions shown hereon are in feet and decimal portions Jcif M Hz1/pff e FLORIDA PIfP) P9' Vh`12AND S.F 7.) Contractor and owner are to verify all setbacks, building MAPPER NO. L�cij dimensions, and layout shown hereon prior to any construction, NOT VALID WITHOUT THE ORIGINAL and immediately advise Initial Point Land Surveying, LLC- of any SIGNATURE AND SEAL OF A FLORIDA deviation from information shown hereon. Failure to do so will be LICENSED SURVEYOR AND MAPPER initial Point Land $i_IfVE}+ing, LLC SEE SHEET C210 MATCH LINE 6 iV 12 11 10 9 7 6 F5� 5 2 3 2 E 81 ZE7 TYPE 'B' TY E TYPE'B' TYPE 'B' TYPE'B' TYPE 'B' TYPE'B' TYPE TYPE 'B' TYPE'B' TYPE I FF.,11W57 PAD " "' "' I I FF:100,77 O'j FF:101�97 FF,103 07 FF:104A7 FF:105�27 FFAO � 0 6 �F�j 37 737 FF:109.57 1()9.57 FF:110. FF 1 10 67 67 PAD:110.oc 98.90 PAD:100.10 P 100 10 PAD:101.30 PAD:10150 PAD:104.45C PAD*: 05.70 �108 go P '11 ').001 iI IPAD:108 90 IPAD:110.00 — — — — — - — — — — — — — — — — L. ...... 87'- 42" RCP @ 030% =—�-97,37 SDB-2, 270'- 42" RCP @ 030% 103,85 + 41'- 18" RCP Ca!' I Ii! I �SD8�-13 ----------- 98.07 104 664 co �o 'r o lo :—J�- J'D � ol a, —c, - 35'- 18" RCQ 2.01%, 3 m 4 ui 5 7 8 a 9 oT T T T T T T T T T C, o cD F:7� o o "s pelx TNI sy BL -9 a 24'- 18" RCP Structure Table SD8-2 TYPE 9 CURB INLET EOP:97,37 RIM:97.20 48" RCP(SW)IE.-84.33 42" RCP(E)IE:85.67 18" RCP(SE)IE:92.96 m