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ANX2008-09017
CITY OF CLEAR . V+ATERE � PETITION FOR ANNEXATION PLANNING DEPARTMENpT Q(;� MUNICIPAL SERVICES BUILDING, 100 SOUTH MYI, TLE &I VENUE,2 d FI;o"O PHONE (727) 562 -4567 FAX (727) 562 -4576 L� I -- APPLICANT, PROPERTY OWNERS, AND AGENT INFORMATION: SERVICE: SCAN, Coy pINe12 jAvOCS CITY OF CLEARS Z. it APPLICANT NAME: W Q0 CQ220�L S ?. C E �,4n vV.�I TQ✓L rL -7 MAILING ADDRESS: f3_ PHONE NUMBER: 7 — 6 3 8 -OHS, FAX NUMBER: 7� �t4 f - (1 0 y ®J � C7;2 A`J `�rd��r +�A-MfS 0 PROPERTY OWNERS: a (List all owners) ylQ C,��rS Q �b f3(3y �c71>50A '� LLAGENT NAME: � < R lu MkCaAe Avp CLe�2wazP,2 FL 33'755 U, C'4 s - MAILING ADDRESS: L6 >( 2 7, PHONE NUMBER: 72 ?— LI4 j— Z 13-i FAXNUMBER: 72 '7— Liyi— f D4 a) Z W r. PROPOSED DEVELOPMENT INFORMATION: LOCATION: 1 L / 1955- CA-rrorj S�'re'� g AG7/dsni,,q 1 f /0L , 1'122c.uteS �n/b. /� I'¢2k STREET ADDRESS: S4 M e- LEGAL DESCRIPTION: ('2 /2q 115 / 3 8 2 5 0 000 0 06O ; PARCEL NUMBER: EXISTING CATEGORIES: ZONING: M-1 LAND USE: 7 G PROPOSED CATEGORIES: ZONING: .L R t LAND USE: EXISTING USE AND SIZE: :3-946700 R " (number of dwelling units, hotel rooms or square footage of nonresidential use) PROPOSED USE AND SIZE: 54'U'r_ (number of dwelling units, hotel rooms or square footage of nonresidential use) SIZE OF SITE: CURRENT CITY SERVICES: U SANITARY SEWER U SOLID WASTE CITY SERVICES REQUESTED: ® SANITARY SEWER ® SOLID WASTE I (we), the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge. Signature of property owner or representative Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS to a d subscribed before me this day of A.D., 20 to me and /or who is personally my commission expires: ANGELA WEEKSKUKUSH "s y MY COMMISSION # DD 487265 FxaiaFS December 20, 2009 C:\Documents and SettingAderek.ferguson\Local Settings \Temporary Internet Files \0LK389 \Andexa t§k1 Page 3 of 4 CITY OF CLEAR_ -ATER PETITION FOR ANNEXATION DISCLOSURE STATEMENT PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2 "d FLOOR PHONE (727) 562 -4567 FAX (727) 562 -4576 PROPERTY OWNER NAME: SCAN CoRT)Nek�,_,J&NACS ADDRESS: 965 CAtz&Ou, S-rtee, CLeIILP.IA -reoe FL 33765 PHONE NUMBER: -72--7— 639- 0415-7 FAX NUMBER: 72-7 —�q l— rt vy RECERI V REPRESENTATIVE(S) NAME: got3 'Sy F oasonl ADDRESS: E 1 t J b 1y)14-C ZAe ,4Ve e-4 K-VJAI e 33755 PLANNING DEPARIMEW PHONE NUMBER: -7Z7 - H 5-j-- N 931 FAX NUMBER: -7 Z ?^ y 4 I — I t u4 CItYOF CLEARWAY' ANY OTHER PERSONS HAVING ANY OWNERSHIP INTEREST IN THE SUBJECT PROPERTY: NAME: ;;' INTEREST IS: a v SPECIFIC INTEREST HELD: INX DOES A CONTRACT EXIST FOR THE SALE OF THE SUBJECT PROPERTY? YES NO CONTRACT IS: ALL PARTIES TO CONTRACT: NAME: NAME: ARE THERE ANY OPTIONS TO PURCHASE SUBJECT PROPERTY? YES NO LIST ALL PARTIES TO OPTION: NAME: NAME: ARE THERE ANY MORTGAGES OR LIENS ON THE PROPERTY? LYE§2 NO MORTGAGE HOLDER(S) NAME: EILeev X- �J% e_ kS (o!Z t3bbfe IZ��B f8 LIEN HOLDER(S) NAME: I (we), the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge. Signature of property owner or representative Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Swo n to and subscribed before me this 5' day of A.D:, 20_= to me and /or by n - 1 -) who is personally known has produced as identification. ANGELA WEEKS KUKUSn , v rr)mmIgSION # DD 487265 EXPIRES: December zu, zuua BaWed Thru Notary Public Und"rflers CADocuments and SettingsWerek.ferguson\Local Settings \Temporary Intemet Files \OLK389\ Annexation (ANX)PetitionandDisclosure 0308.doc Page 4 of 4 09/30/2008 16:07 7275624576 CITY OF CLEARWATER PAGE 02 .� CITY OF CLEAR ATER AFFIDAVIT TO AUTHORIZE AGENT PLANNING & DEVELOPMENT SERVICES ADMINISTRATION Amp, MUNICIPAL SFRVII C ILDI 2, 7 100 S F FAX (72? 56LE A ENUE, 2"" FLOOR ONES b SCAN COKI�N�F2- �avv1�S (Name 01:111 property owners) That (I am /we are) the owner(s) and record title holder(s) of the following described property: �95s C�2a.vl,I. � C L.C/}a -wATe- 2 L, 3 3"165 (Address ar Go erat Locapon) 2. That this property constitutes the property for which a request for a: ANnf2,�ChT1aN Tt7 C1T`� ©^�- C1��2�,i.4Ti;� (N-.1tu V cr reggeat) 3. That the undersigned (has /have) appointed and (does /do) appoint f:�0e, 3'l E DODSON as fhi fllaelr) atlent(s) to eXCeut9 am petitions or other documents neceSTary 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; S. That 0/we), the undersigned authority, hereb799777 rect. t STATE OF FLORIDA, COUNTY OF PINELLAS B ore a the dens' ned, an officer duty oomm ioned the Ws of the ate of Florida, on this day of personally appear .L av g be first dui sworn eposes and says that he /she fully understands the contents of the affidavit that he/she s ad. / �� My commission Expires: ANGELA WEEKS KUKLISN S; application forms/devalopment roview /AKdavit to Authorize Agent 7Fi r MY COMMISSION # DD 487265 .,' EXPIRES: December 20, 2009 gw&d Tft "ry MicUrderwiitem �.- u 1 an e,uur Prepared By and RETURN to: PIP�L! AS C@$ I FI ORI1?A Robert W. Wilson, Esquire 50193369 10-14- 2002 08:39:32 Wilson, Ford & Lovelace, P.A. 51 401 South Lincoln Avenue 002938 Clearwater, FL 33756 _ )x:02381242 By,:= T13:2601 H7: 02- 381242 OCT -14 -2002 8 :38ph REMM OM PA(B 1 $ FILE 927,300 -W P INELLAS CO SK 12277 P3 2601 DOC STAW _ DR219 3 $2,20 TUAL: $20 THIS INDENTURE, etcN.TEIM: $2„21 Wherevaaad haeiq the uxm'p.rty' duh ircludethe beat, p1 BY tAH'uR7G: mem -&- assignso fd- xeryecti"e pubs h-W: the ate oflhe dngd rwmba nfOf RFl f4 [�/ .h.D iMh the phad, and dre pl. d the amgul.,,, sbe uae ofmry gmda shag ind do ULf tl l tiLCll11 a genders; 1M ifused, the t— * —' I'- Indude dl the rrotec haeio dewihed if more then om Made this 8th day of October A.D. 2002 - Between - EILEEN R. WEEKS, Trustee under the JOHN M. WEEKS AND EILEEN R. WEEKS LIVING TRUE* AGREEMENT dated June 12, 2001, joined by her husband, JOHN M. WEEKS, whose mailing addre$s -is: 1488, Laconia Drive E, Clearwater, Florida 33764, party of the first part, and - -' r . SEAN CORDNER - JAMES, a married man, whose mailing address is: 1955 Carroll Street, Clearwater, tlorida 33765- 1909, party of the second part, - - Witnesseth, that the said party ofthe first part, for and in consideration of the sum of Ten Dollars and other good and valuable considerations, to it in hand paid by the said party ofthe second part, tke 7@ceipt whergof is hereby acknowledged, has granted, bargained and sold tothe said party ofthe second part forever, the following described land, situate lying and being in the County of Pinellas, State of Florida, to wit: , A Lot 40, Hercules industrial Park, to the ma or latthe6b asrecor&- WfiPlat Book 53,Page A .• T ,- -,_� g P P F _ _ . ,�� 57, public records of Pinellas County, Florida, and the East 42 feet dithe 994h 176 feet of Tract A, hZ D W Hercules Industrial Park. AND 'T — The East 100 feet ofthe West 275 feet ofthe South 11-6 Meet ofthe S64theaSt %4 ofTract A, Hercules Industrial Park, according to map or plat thereofag recorded in Plat Bobk 53, Page 57, public records of Pinellas County, Florida. T� loperty Appraiser's Folio Identification No.: 12 % 6 / 15 / 38250 1900, 1 _T000 - And, the said party ofthe first part does het`e fully warrant the title to said land, and will defend the same against the lawful claims ofall persorts w fomsoever, And, the Grantor hereby covena7ug nth said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good tight and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said lano'and will2iefgd ft spine against the lawful claims ofall persons whomsoever; and that said land is free ofall encumbrahges, except taxes accfuing subsequent to December 31, 2001 and easements and restrictions of record. t ` In Witness Whereof; the said party of the first part has caused these presents to be signed in its name and attested by it§ general pea ners, the day and year above written. Signed, Sgalgd and Delivered in Our Presence: wiGri s ; ILEEN R. WEEKS, Trustee under the JOHN R. R BRT W. W i SON WEEKS AND EILEEN R. WEEKS LIVING TRUST rinte ,s' ature AGREEMENT dated 6/12/01 and Individually c ness 1 ri L.S. A. DALL J M. WEEKS, Individually I�p ted signature STATE OF' - FLORIDA X COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this i4 day o1& , 2002 by EILEEN R. WEEKS, Trustee, and Individually, joined by her husband, JOHN M. WEEKS, Individually, who are personally known tome or have produced Driver's License or other pigture I.D. as identification. d0. NotarrYy_�ttb hlycom a[SSro o 9U41 'EMR rG�?e February 24 2004 My Commission Expires`:;°+ gomm TMml TROY fw¢fwawuc4utc .00 A i .t - Certificate of Occupancy Pinellas County Building & Development Review Services This Certificate is being issued pursuant to the requirements of Chapter l of the Florida Building Code. This structure was inspected and substantially complies with the applicable codes, regulations, and laws that were in effect at the time the permit application was received and at the time the inspections were performed. Occupancy Classification — S -1 ❑ Sprinklered Maximum Occupants /Floor — 23 Clearwater Towinq Services Owner of Building Permit No. — CB06 -17818 Type Construction — II -B ❑ Unsprinklered ❑ N/A Allowable Load /Sq. Ft. /Floor -- 125 Global Weldinq & Fabrication Service, Inc. Contractor Building Address — 1955 Carroll Street, Clearwater Date — June 22, 2010 L S C.AO ffielone, Donald T. From: Gibson, Nancy E [ngibson @co.pinellas.fl.us] Sent: Tuesday, December 07, 2010 10:10 AM To: Melone, Donald Subject: c/o date c/o issued 6 -22 -10 COM Commercial Building. Permit Number: 061 CB7818 _ update ♦ J Exi Project Name: Permit Status:: C OF 0 Construction Address? 1,955 CARROLL ST__PI_NELLASCO Owner CORDNER JAME_S_, SEAN_ Legal Description? HERCULES INDUSTRAIL PARK LOT 40_ _ Parcel ID Number: _1MT/15138250/000/4000_ Work Description: i 20'x251 STY BUI_LDIN_G_IIADD_FOOTER &_SLAB SUPP 1.2.21- 0711CH_G OF CON. UPDATE Screen to see current status of final inspections. CO ISSUED: FY 06/22 102! COC ISSUED: Structure Codes _1411 Addition to Commercial Building Certificates [_1.50 Building Electrical: PROG RER [ _ 153 Mechanical Temporary Power Release: _!_!_ [_152 Plumbing Power Release: 04!20!2009 Inspection Required Final DIV Plumbing: 1 2 3 4 DIV App Date VOID Gas: Y_; Building 'Y� 08121!2009 Sewer Treatment: CW -.I Clearwater Y! N'' F F Electric '',r 05!15!2009 r Water Provider: CW - Clearwater Y: FN,' F ry- Plumb r 05/15/2009 r Health Dept Permit #: Y; Fire F 08!21!2009 F Release Date: Y,' FN Mech 05/20!2009 r FEES !N' { N,' N J N,1 Gas rN Transportation Impact Fee: N r [N' F. S. IN _!_!_ N R F IN- Chem F Balance Due on Permit: _ $0.0 47 [' F. Hood F —!—!_ r N' irk NJ FN Refrig N _!_!_ Comment: SERVICE ONLY FOR SWITCHOVER RECD ENWENG RESULTS 6/22/10 DRS Inspection Required before CO? 'r Environmental I nsp r 05!24!2010 Engineering Insp 1 03!01!2010 PW Regulatory Svs Req: r Nancy Gibson Pinellas County Building & Development Review Services D's ti od 5 1 -2 35 Y� PO 700 1 A 0 C- ILA , Pinellas County Public GIS ` per Page 1 of I Property Report: N Close Window 1955 CARROLL ST 12/29/15/38250/000 /4000 General Municipality: UNINCORPORATED Subdivison: HERCULES INDUSTRIAL PARK Tax District: CTF Census Block: cur.; Property Appraiser T General Municipality: UNINCORPORATED Subdivison: HERCULES INDUSTRIAL PARK Tax District: CTF Census Block: 1004 Census Tract: 026602 Zipcode: 33765 Acreage: .814 Zoning and Land Use Land Use IG, Industrial General Zoning Acreage M -1, Light Manufacturing and Industry District .2427 Public Safety Fire District: 05 - Clearwater Evacuation Level: NON -EVAC Political Voter Precinct: 518 At -Large District: District 2 Calvin D. Harris Single Member District: District 5 Karen Williams Seel Environmental within 330ft. of Eagles Nest: No within 660ft. of Eagles Nest: No Recycling ( g (by City) Curbside: null Dropoff: null Pickup: null http:// gis .pinellascounty.org /public_gis /web /parcel_report2.cfin ?TYPE = ADDRESS &STN... 10/4/2010 Property Appraiser General : mation Page 1 of 5 Interactive Map of this Sales Back to QueU New Tax Collector Home Question /Comment about this ap rcel Query Results Search Page page 12- 29 -15- 38250 - 000 -4000 Portability Data Current as of September 30, 2010 Print Radius Search Improvement Valt Calculator [9:55 am Monday October 4] per F.S. 553.844 Ownership/Mailing Address I Site Address First Building) CORDNER- JAMES, SEAN 1955 CARROLL ST CLEARWATER FL 33765 -1909 11955 CARROLL ST CLEARWATER 33765-- Jump to building: (1) 1955 CARROLL ST CLEARWATER 33765- Property Use: 4800 (General Warehouse) ,t _5X, Living Units: 0 [click here to hide] 2010 Legal Description HERCULES INDUSTRAIL PARK LOT 40 TOGETHER WITH E 142FT OF S 176FT OF TRACT A 2010 Exemptions Homestead: No Save - Our -Homes Cap Percentage: 0.00% Non - Homestead 10% Cap: Yes Government: No Institutional: No Agricultural: $0 Historic: $0 2010 Parcel Information 2010 Original Trim Notice Most Recent Conveyance ISales Com arison Census Tract Evacuation Zone Plat Book/Page 12277/2601 Sales ue 12103026602 NON EVAC 053/057 2010 PRELIMINARY Value Information Year Save -Our- Just/Market Assessed Value/ County School Municipal Homes Cap Value SOH Can Taxable Value Taxable Value Taxable Value 2010 No $330,000 $330,000 $330,000 $330,000 $330,000 http: / /www.pcpao.org /general.php ?strap= 152912382500004000 10/4/2010 [click here to hide] Value History Year Save -Our- Just/Market Assessed Value/ Coun School Municipal Homes Cap Value SOH Cap Taxable Value Taxable Value Taxable Value 2009 No $274,999 $275,000 $27500 N/A $275,000 2008 No $200,000 $200,000 $2009000 $200,000 $200,000 2007 No $178,000 $1789000 $1789000 N/A $178,000 2006 No $178,000 $178,000 $1789000 N/A $178,000 2005 No $160,000 $160,000 $160,000 N/A $160,000 2004 No $135,000 $135,000 $135,000 N/A $135,000 2003 No $110,000 $110,000 $1109000 N/A $110,000 2002 No $83,400 $83,400 $83,400 N/A $83,400 2001 No $81,300 $81,300 $81,300 N/A $81,300 2000 No $82,600 $82,600 $829600 N/A $82,600 1999 No $77,900 $77,900 $77,900 N/A $77,900 1998 No $75,500 $75,500 $75,500 N/A $75,500 http: / /www.pcpao.org /general.php ?strap= 152912382500004000 10/4/2010 Property Appraiser General . mation 11997 No $74,200 1996 No $76,600 $74,200 $74,200 $76,600 $76,600 Page 2 of 5 N/A $74,200 N/A $76,600 2010 Tax Information Ranked Sales See all transactions Click Here for 2009 Tax Tax District: Sale Date Book/Page Price QIU V/I Bill CTF 14 Oct 2002 12277 / 2601 ® $315,000 U I 2010 Proposed Millage 20.6076 Sep 1981 05242 / 1514 0 $122,000 U Rate 1971 03560 / 0241 0 $6,500 Q 2010 Est Taxes w/o Cap $6,800.51 or Exemptions A significant change in taxable value may occur when sold due to changes in the market or the removal of exemptions. Click here for more information. 2010 Land Information Seawall: No Frontage: None View: Land Use Land Size Unit Value Units Method Warehouse Stor/Dist (48) 202x176 6.00 35552.0000 SF [click here to hide] 2010 Building 1 Structural Elements Back to Top Site Address: 1955 CARROLL ST CLEARWATER 33765- Quality: Average Square Footage: 4800.00 Foundation: Spread/Mono Footing Floor System: Slab On Grade Exterior Wall: Prefinished Metal Roof Frame: Steel Truss & Purlins Roof Cover: Corrugated Metal Stories: 1 Living units: 0 Floor Finish: Concrete Finish Interior Finish: Ceiling Fin Only (Min) Fixtures: 4 Year Built: 1972 Effective Age: 30 Cooling: None 9 http: / /www.pcpao.org /general.php ?strap = 152912382500004000 10/4/2010 Property Appraiser General l mation Page 3 of 5 Building 1 Sub Area Information Description Building Finished Ft? Gross Area Ft2 Factor Effective Fti Base 4,278 4,278 1.00 4,278 Store Sales 522 522 1.50 783 Total Building finished SF: 4,800 Total Gross SF: 4,800 Total Effective SF: 5,061 [click here to hide] 2010 Building 2 Structural Elements Back to Top Site Address: Quality: Average Square Footage: 3000.00 Foundation: Spread/Mono Footing Floor System: Slab On Grade Exterior Wall: Prefinished Metal Roof Frame: Steel Truss & Purlins Roof Cover: Corrugated Metal Stories: 1 Living units: 0 Floor Finish: Concrete Finish Interior Finish: None Fixtures: 0 Year Built: 2009 Effective Age: 1 Cooling: None Building 2 Sub Area Information Description Building Finished Ft2 Gross Area Ft? Factor Effective Ft2 Base 3,000 3,000 1.00 3,000 Total Building finished SF: 3,000 Total Gross SF: 3,000 Total Effective SF: 3,000 [click here to hide] 2010 Building 3 Structural Elements Back to Top Site Address: Quality: Average Square Footage: 1750.00 Foundation: Spread/Mono Footing Floor System: Slab On Grade http: / /www.pcpao.org /general.php ?strap= 152912382500004000 10/4/2010 Property Appraiser General _ mation Page 4 of 5 Exterior Wall: Concrete Block Roof Frame: Bar Joint/Rigid Frame Roof Cover: Built Up /Composition Stories: 1 Living units: 0 Floor Finish: Concrete Finish Interior Finish: Dry Wall Fixtures: 2 Year Built: 2009 Effective Age: 1 Cooling: Heat & Cooling Pkg Building 3 Sub Area Information Description Building Finished Ft2 Gross Area Ft2 Factor Effective Ft? Base 1,000 1,000 1.00 1,000 Total Building finished SF: 1,000 Total Gross SF: 1,000 Total Effective SF: 1,000 [click here to hide] 2010 Extra Features Description Value/Unit Units Total NewValue Depreciated Value Year ASPHALT $1.75 1,140.00 $1,995.00 $1,995.00 0 LOFT $15.00 522.00 $7,830.00 $3,915.00 1972 FENCE $41.00 625.00 $6,875.00 $5,088.00 1990 click here to hide Permit Data Permit information is received from the County and Cities. This data may be incomplete and may exclude permits that do not result in field reviews (for example for water heater replacement permits). Any questions regarding permits should be directed to the permitting office in which the structure is located. Permit Number Descri tion Issue Date Estimated Value 0617818 COMMERCIAL ADD 05 Se 2007 $175,000 Radidi us :I (i09 erials: 2009 Color 1 � Transparency: 0.5 Update Map If you do not see map, the SVG viewer has not been installed. Click here for information and installation. How to copy and paste a static map using Internet Explorer: Right -click on the map; Select "Copy SVG "; Open a Word document; Select 'Paste Special' from Edit menu on toolbar; Select Bitmap, then OK How to copy and paste a static map using Mozilla Firefox: Right -click on the map; Select "This Frame "; Select "Open [Frame in New Window "; Print from the new window. http : / /vvww.pcpao.org/general.php ?strap= 152912382500004000 10/4/2010 Property App-aiser Genr;,-a1 na _icn is Page 5 of 5 Interactive %lap of this Sa_ ;s hick to Z)u3ry New lax Co- tctior Hone #ue--tioyCGommr 1t aboua this parcel LTrr L--siks Search Face ;mg— http : / /ww,v.pepao.org,gelerz:.ph-)? 4rLp= 15291238250000-4000 10//2010 C m 1Sol 1915 w D U z 1351 1301 1925 1939 1931 1n-?7 SHERWOOD ST 1313 lnf;n 1955 1965 15T0 1979 1964 1968 1944 loci 1978 1958 1978 CARROLL ST 1959 1655 10iif 1471 1969 1310 w J U w w � L 1985 1989 1995 1426 GENTRY S I = C C 1410 m loan 1988 �. 1994 m z C) C r m D m RAN('F R w .:c 7 U) w J D U w W 2 z s b y 3 9� �o A8 ss S n 2.� �8 �s 261B 262A 2628 21p iACa Scnaal,aoadP.op�b 0- 8 �` 273 A— ) I 11 ° Clearwater ,r s lItl w p m P Ix (CAMP6ECL) Prepared by: - - - fs Ac 1e Engineering Department v era Q ;�Qe1eoHHeal _ " 1° _- -_ Geographic Technology Division raphi Tee Y 100 S. Myrtle Ave, Clearwater, FL 33756 ewrd —p. I 6 I 6 l 1 �— Ph: (727)562-4750, Fax: (727)52 755 562 6-4 www.MYClearwater.wm p am w� I .ae I — Ir —111 � �_ -_. tats a O ',2 _ - t ____ — __ __ L__ —____— ___. m i _. 6 Pubik lnlormellon tleh k /umklredbY Me CIN o/C/aerwnler Ergheadnp DepeNmnl end must be accepted aM used by Me mclpbnr w Me urMe2fendMp Maf Me data rewhetl was bd(e W ror Me purpose or w —_ \ j 8 7 ( 1 1 I -_ __ _ _ -__ J ,na I , ., .. —'-- - _ _ r _ - j4 _ , l ,J i _ °� ' derebpMB a pmpbk In /mafmcNm Inrenbry As wcb, Me LM of clearvater makes no werranrles, ems,. or rm�tled. contsmir,p tlH acwracy, compleMnass, reuaGUry su11a0/Ipy oI Mls dale rw any �a ° 1 ,ao __. A I amy weaarwere. eaasabfetl alM Me O�mla,rm of wm tlam. Thb map may nothwryoratatM lnanMWlnlo,mAbn. fcrib<moa°upto4ala Mpktlon altos NM1utrudwq mneW Me LM of Ckarxneh GR Mapp,N Applkmions n: bnPtkksnaaerlGRkMU.asp A O O 101 r I a 4 e i � I I 1- ,eom tws " f- ,sv �....... ..;.__J j I t � I I v 9 ,_� Im �10 ° sr+strvr000 I 1 h 200f t . _ 12--' I I Q' -i I° .y i' r L 200 100 0 200 a senaaleatl Pro O j t 0 A 4 v f' I _ ,a1 y4 �a , Ge s Feet Legens. d _� l _ = -------------- - _I i r �m - - '— o wxi zees MHP Lot Number , I I O , Private Road ! MHP Lot Line ,---- - - - --- I v UaeLLL 0yR ) i, =_ • Agreement to Annex I � Building Footprint - , r i s --- City Owned Property: 1 1 N • � \\ \v� \ —_ Vacant W Parks &Recreation Area \ �_ — _ i� \v�• r '\ I ' I L'� ,_w Improved (D I , Leasehold , _ CRA Owned .. Unincorporated 1234 Address L1234J SUB NUMBER (` -Refer to Plat) BLOCK NUMBER 0 D SUB PARCEL NUMBER '� PARCEL NUMBER (M &8) Iw �vl LAND HOOK (COMMON OWNERSHIP) aav w a wafe,�e<eo eGe,rta ,e< \ PLATTED SUBDMSION BOUNDARY LOT OWNERSHIP LINE ORIGINAL PLATTED LOT LINE \ , _J � t ` u,w A n i p w \ . ` , , a O 1 ' \ , \ \\ \ Q learwat l,pd,k A m — HOUSE ATLAS Ju102, 2010 NW 114 of 12 -29 -15 279B 280A 2806 271A J J Map Output Page 1 of 1 http:// msb- gis- intlservleticom.esri.esrimap. Esrimap? ServiceName= OVMap &ClientVersion =4.0 &Form= True &Encode =False 10/1/2010 • • Map Output 9 Page 1 of 1 http:// mss- gis- i- tt/ s ';- W =eii'�ommesri.esriirxLp.Esrimg " Ser riceName= OVMap &ClientVersio... 10/1/2010 Future La x L se Ma W rn V i s a � .m 9 � • t o ♦ • € h ER'f7C DST 0 ' N e * IG • + CARROLL it` L_ 9 f • •£"�"=d' M x . • T'l! IL ' O�t.032mi • • GENTRY ST '� d RANGE RD W Q • cn W J ' w 2 • z East Lake Palm Harbor Oldsmar Dunedin Safety Harbor Clearwater Belleair Belleairt3eachLargo Feather5ound Legend • Parcel Information Streets O Parcels Future Land Use RC AL RU 5= RLM ■ RII RXX R,VG R,Q'R ■ RFII CN CG ■ L G ® a R,'OS INS ® nu ® WATER ti00 cRn http:// mss- gis- i- tt/ s ';- W =eii'�ommesri.esriirxLp.Esrimg " Ser riceName= OVMap &ClientVersio... 10/1/2010 American L ' Title Association Owner's Policy - 10 -17 -92 Florida OWNER'S TITLE INSURANCE. POLICY Attorneys' Title Insurance Fund, Inc. ORLANDO, FLORIDA SUBJECT TO TI4E EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B AND THE CONDITIONS AND STIPU- LATIONS, ATTORNEYS' TITLE INSURANCE FUND, INC., a Florida corporation, herein called The Fund, insures, as of Date of Policy shown in Schedule A, against loss or damage, not exceeding the Amount of Insurance stated in Schedule A, sustained or incurred by the insured by reason of 1. Title to the estate or interest described in Schedule A being vested other than as stated therein; 2. Any defect in or lien or encumbrance on the title; 3. Unmarketability of the title; 4. Lack of a right of access to and from the land. The Fund will also pay the costs, attorneys' fees and expenses incurred in defense of the title, as insured, but only to the extent provided in the Conditions and Stipula- tions. In Witness Whereof, ATTORNEYS' TITLE INSURANCE FUND, INC. has caused this policy to be signed and sealed as of Date of Policy shown in Schedule A, the policy to become valid when countersigned by an authorized signatory. FUND FORM OPM (rev. 3/98) �MM Attorneys' Title Insurance Fund, Inc. V. .z: '+a �loin0� rr M *IMINIMIMNM'' By Charles J. Kovaleski President SERIAL OPM- 2319735 i Policv No.: #01)M- 2319735 2 3 Name oi' Insured FUND 01VATER'S FORMA Schedule A Effective Date: October 14, 2002 Amount of Insurance: `350.000.00 Scan Cordner - .lames Agent's File Reference: 1127,300 -W The estate or interest in the land described herein and which is covered by this policy is a fee simple interest and is at the effective date hereof vested in the named insured as shown by instrument recorded in Official Records Book 12277, Page 2601, of the Public Records of Pinellas County, Florida. The land referred to in this policy is described as follows: Lot 40, Hercules Industrial Park, according to the map or plat thereof as recorded in Plat Book 53, Page 57, Public Records of Pinellas County, Florida, and the Fast 42 feet Of the South 176 feet of Tract A, Hercules Industrial Park. AND The East 100 feet of the West 275 feet of the South 176 feet of the Southeast '/4 of Tract A, Hercules Industrial Park, according to map or plat thereof as recorded in Plat Book 53, Page 57, Public Records of Pinellas County, Florida. ROBERT W. WILSON, P.A. 979 ISSUING AGI:NI* -A'1 rORNGY OR FIRNI OF ATTORNI:YS AG[iNT NO I` ANTS I CNA-MvT, 401 South Lincoln Avenue MAILING ADDIUS.S Clearwater CH Y Florida 33756 /11) i FUND OWNER 'S FO RN4 Schedule B Policy No.: #OPM- 2319735 This policy does not insure against loss or damage by reason of the following exceptions: Taxes for the year of the effective date of this policy and taxes or special assessments which are not shown as existing liras by the public records. 2. Any adverse ownership claim by the State of Florida by right of sovereignty to any portion of the lands insured hereunder, including submerged, filled and artificially exposed lands, and lands accreted to such lands. 3. Rights or claims of parties in possession not shown by the public records. 4. Easements or claims of easements not shown by the public records. 5. Encroachments, overlaps, boundary line disputes, and any other matters which would be disclosed by an accurate survey and inspection of the premises. 6. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records. 7. Restrictions, conditions, reservations, easements, and other matters contained on the Plat of I- lerCUles Industrial Park, as recorded in Plat Book 53, Page(s) 57, Public Records of Pinellas County, Florida. 8. Covenants, conditions and restrictions recorded in O.R. Book 686, Page 408, Public Records of Pinellas County, Florida. 9. Easement in favor of I'lorida Power Corporation, contained in instrument recorded in O.R. Book 5591, Pa-e 1512, Public Records of Pinellas County, Florida. 10. Easement in favorof Florida Power Corporation, contained in instrument recorded in O.R. Book 7410, Page 364, Public Records of Pinellas County, Florida. 11. Easement recorded in O.R. Book 8792, Page 677, Public Records of Pinellas County, Florida. 12. Easement recorded in O.R. Book 11968, Page 2090, Public Records of Pinellas County, Florida. 13. Easement recorded in O.R. Book 11968, Page 2099, Public Records of Pinellas County, Florida. 14. Mortgage from Eileen R. Weeks, Trustee under the John M. Weeks and Eileen R. Weeks Living Trust Agreement dated June 12, 2001, dated October 8, 2002, recorded October 14, 2002, in O.R. Book 12278, Page 18, Public Records of Pinellas County, Florida. 1955 Carroll Street Clearwater, FL 33765 • Voice 727 -441 -2137 Fax 727 -441 -1104 CLEARWATER. TOWING SERVICE.- INC..... October 2, 2008 City of Clearwater Planning Department 100 South Myrtle Ave Clearwater, FI 33764 Attached is a modified petition for Annexation to the City of Clearwater (1 original and 14 copies) of a property at 1955 Carroll Street, Clearwater, FL 33765:-- - _, This modification is submitted to better describe the property, and to add -the legal description of the lot adjoining the 1955 Carroll Street address. r Bob Dodson, Representative Clearwater Towing Service, Inc. One Ca// Does, It All 1955 Carroll Street Clearwater, FL 33765 Voice 727 -441 -2137 Fax 727 - 441 -1104 ... CLEARWATER TOWING SERVI-CE11-NI]. .. ... ... ..... . . ---- -------- - - September 23, 2008 City of Clearwater EIVE D) Planning Department SAN 2 5 20001' 100 South Myrtle Ave Pi#mty Mi DEPAR1MEW Clearwater, FI 33764 MQPQWWA Attached are 1 original and 14 copies of a petition for Annexation to the City of Clearwater for property at 1955 Carroll Street, Clearwater, FL 33765,- . Included'in'this package are the following supplemental data: A sworn "4isclosure of interest statement I ? • 2 copies: of title insurance certificate 2319735 covering this property. No change is required in the land use classification or zoning category. Sean Cordner, Pre ent Clearwater Towing Service, Inc. 3 One call 0040S It All .................... 1955 Carroll Street Clearwater, FL 33765 • Voice 727441 -2137 Fax 727441 -1104 CLEARWATP TOWING - SERVICE INC. September 22, 2008 City of Clearwater Planning Department 100 South Myrtle Ave Clearwater, FI 33764 SEP 2 5 2008 PLANNING DEPAi Nb` CITY OF CLEARWAIEft This disclosure of interest statement is provided to accompany an application for annexation to the City of Clearwater. I. , SSean ;Cordner- James, own the property at 1955 Carroll Street, and ' ,.'.,curr_ently .operate a towing service and automotive repair facility here. The facility houses. the Clearwater Towing Service, Inc. administrative and business offices. An adjacent fenced lot is used for parking and storage of impounded vehicles. There is no anticipated change to these operations as a result of annexation to the City. Sean Cordne , Preside Clearwater Towing Service, Inc. State of Florida, Pinellas County to an sul�=ibed before me this.JWJ_o Tday of AD 2008, by who is persorially known to me or has produced as identification. Notary public, ;ie f' ANGELA WEEK KUS -KuSN- MY COMMISSION # DD 487265 My Commission expires: ';. 4'' EXPIRES: Demmber 20,2009 3onded Tfnu Notary PUNIC Undeiwr tery one 611 Does It All . ...................... . � . 4.33 cfl 4 n1 v 54.21 n I � 8o 60 240 60 120 0 ; 30 so. 120 100 :3 0 1340 -320 I — SHERWOOD STREET o 2 30 30 153.85 170 150 80 80 120 180 so 0 60 60 100 ,O N 1 - 12.5' n I I Dr. Ease. r 65.88 LO m I I 55.71 e F- Lr 8 9 6 7 2 19 18 17 16 15 I (14 13 12 53.84 s 0 ° I I I I 11 LO ° r L 317.03 O co Ease. Retained I cv 5' til. Es nits. L 3,A5-175 I I I I 30 N I 23 24 25 26 7 28 29 I � 21 2 2 , �, N I r 1 v r N N I - r 65.74 - N Private VVV M � ( I 59.70 w � —�� N ericon 53.84 w !/. N L. S. • W_ To I & Mold _ I I Rem to Parking 53.44 s Co � 9633-1774 120 60 60 120 180 �44 r — N to r/ 4300 -1952 CARROLL STREET ° Q 17.17 IV% Private -" 5 4#p F.M. 42 60 18o so so 1 so 10o I Private rn Q 13 1 p 11 40 39 38 37 36 351 134 33 31 0) I 317 2s 30' Dr. & Util. Ease. 275 366 297 500 C c 30 30 Vacated Overied St. 5076 -408 O 0 o Vacated Overlea St. 4995 -1811 Ret. Dr. & Ut. Ease. LO L Ret. Dr. & Ut. Ease. 280 r 66. n r 66.70 52.6: III U 62.10 w I 52.6' � � �°�+ ° I n 53.27 [,�-92-81 cr_ 53.23 e I I M I I J coy 53.11 n LO O; 275 I I� I r 66.98 I 0 I co �� I I I I 0 �[ w \ 4492 -2131 �; o to I I x \ I I L I �- Z � I ° uJ rD \ I I 6' Dr. & Util. Ease. 9964 -887 Cq \ \ I I 780 — -- — — — — — — cr i E CJ r a• 0 y U J J t• 4Q Q nlJ �I D r u W Q Oa �o3 z3 ID O I w O O i r 7 PLATS 53 5 HERCULES INDUSTRIAL PARK PINELLAS COUNTY, FLORIDA. Being a subdivision of a part of the NEB /4 of the NW/q of 5 ee. l2, Twp.295, R<je 15E. DESCRIPTION From the NE car. of +he NWYq of Sec. 12,TwP.295, %yqfisE, run SO °17'00 "W, along the north and south center -line of said Sec.t2 509.52 ft. for P,O,B• thence SO "17'00 "W, along the north and south center•Ilne of said Sec. 12. 824.0& ft. to the 40 acre line, thence N89° 20'05 "W, alan9 the 40 acre line, 1354.56 ft, to the 40 acre tine-,ihence N0-u 10 "E, along the 40 acre lihe, 824.06 ft., thence 589oz0'O :'E 1359.57 ft. to P.O. B, DEDICATION The undersigned, 0. F. Duval, President and Ben M. Evans, Secretary of Duval Land Company, o Florida Corporation, he., by certify thdi the said Company is the owner of the above described Property and ihot it hereby dedicates to the. Public in ganerol all avenues drives, roads and streets os shown on +hls plat. .- Dvvol Land Company By fti`l.w^rol- Witnes5 O.F. Duval, President �2 _1t__C1^C (� Attest Witness Ben M. Evans,5e -c re Cory. state of Florida ACKNOWLEDGMENT County of Pinella, s. 1 I` r by cer+ifythat on ihls 29e`day of J-ne_ 1959 A.D. before me oppeorai poersonally O•F Du Vat, Pres ide.ht and Ben M. Evans Secretarc of Duval Land Comppoohy d Florida to rpber the nOct med� de ndto be the Persons described in nd who exe cu 4ed the fo re9oiny co "'t.; cote and dedi at iori nd Know led the exe t.+tY' thereof 0 of Raid D..,val Lond Company {or the uses and purposes therein ex Press. d, and othat they o�f ired thereto the official seal of said corporation. (33. Tract A Witness my F-.o r-.d a c. nd offi of f the dote; ofo r¢said. I 461-ary Public, State of Florida, at 'Iarg e:. My corr.mtssion expires - NE cot, . of the NWyq of 5ec.lz, Twp. 29 5, Rge, 15 E APPROVAL Approved by +h. 5-old f., Co ty Corn mit�o Hers of Pinellas County, Flor, do, +his2$ day of uAjgV S 1959 A.D. 1553.57 5'util/ y Easemen> II I I I 2 3 4 5 6 1 1 7 8 9 I I I I I I S85' 20' os^ E SHERWOOD STfi:EET II o I � _ 20 19 18 17 16 15 I I 14- 13 II 3 ' "VVY E m ��_ � im- �=� 9,P ts QR1ti - .----- _ --._- 634.56 ---- _. - - - -- N 89 "20'05" w 00 h� County En9i www.sunbiz.org - Department (Nf State Home Contact Us E- Filing Services Document Searches Previous on List Next on List Return To List Page I of 2 Forms H Events Name History Entity Name Detail by Entity Name Florida Profit Corporation CLEARWATER TOWING SERVICE, INC Filina Information Document Number P96000066558 FEI Number 593413148 Date Filed 08/09/1996 State FL Status ACTIVE Last Event NAME CHANGE AMENDMENT Event Date Filed 10/17/1996 Event Effective Date NONE Principal Address 1955 CARROLL CLEARWATER FL 33765 Changed 04/13/2004 Mailing Address 1955 CARROLL ST CLEARWATER FL 33765 Changed 01/09/2003 Reaistered Aaent Name & Address CORDNER- JAMES, SEAN 1955 CARROLL ST CLEARWATER FL 33755 US Name Changed: 03/05/2001 Address Changed: 04/13/2004 Officer /Director Detail Name & Address Title P I CORDNER- JAMES, SEAN http: / /www. sunbiz.org/ scripts /cordet. exe? action= DETFIL &inq_doc_ number= P960000665... 9/29/2008 I- / I *www.sunbiz.org - Department of State 1955 CARROLL ST CLEARWATER FL 33765 Annual Reports Report Year Filed Date 2006 05/01/2006 2007 04/12/2007 2008 04/16/2008 Document Images 04/16/2008 -- ANNUAL REPORT View image in PDF format 04/12/2007 --ANNUAL REPORT 17777ew image in PDF format 05/01/2006 -- ANNUAL REPORT View image in PDF format 04/21/2005 -- ANNUAL REPORT View image in PDF format 04113/2004 -- ANNUAL REPORT View image in PDF format 01/09/2003 -- ANNUAL REPORT View image in PDF format 03/29/2002 --ANNUAL REPORT View image in PDF format 03/05/2001 --ANNUAL REPORT View image in PDF format 02/29/2000 -- ANNUAL REPORT View image in PDF format 04115/1999 -- ANNUAL REPORT View image in PDF format 05/20/1998 -- ANNUAL REPORT View image in PDF format 1 1121/1 997 --ANNUAL REPORT View image in PDF format 08/09/1996 -- DOCUMENTS PRIOR TO 1997 View image in PDF format Note: This is not official record. See documents if question or conflict. Previous on List Next on List Return To List Page 2 of 2 ............. ......_........_............... _..___..._.__.... _.. Events Name History . Entity Name Horne Contact us Document Searches E- Filing Services Forms Help Copyright and Privacy Policies Copyright's,' 2007 State of Florida, Department of State. http: / /www. sunbiz.orglscriptslcordet. exe? action= DETFIL &inq_doc_ number= P960000665... 9/29/2008 Map Request Planner Name: Cate Lee Case Number: ANX2008 -09017 Date Requested: December 8, 2010 Date Requested for: December 17, 2010 Maps Needed ® Color Aerial ® Proposed Annexation ® Existing Surrounding Uses Basemap ® Location Map ® Zoning /Flexible Development Map ® 2" x 2" Location Map for Newspaper ® 2" x 2" PDF ® Future Land Use Required Documents ® Legal Description - to be hand delivered ® Plat - to be hand delivered ® Map with Proposed Site Highlighted IN ADDITION TO THE REQUESTED MAPS, PLEASE PROVIDE VERIFICATION THAT THE LEGAL DESCRIPTION WE HAVE PROVIDED IS CORRECT AACCU >RATE. Thomas Mahony, PSM, Geographic Technology Man Map Name Owner: Cordner- James, Sean Case: ANX2008- 09017 Property Site: 1955 Carroll Street ��^'" Size (Acres): 0.814 Land Use Zoning PIN: 12- 29 -15- 38250 - 000 -4000 IG (County) M -1 (County) From To: IG (City) IRT (City) �-- Atlas Page: 271 A VAG1S\PIanning\Planning Requests\Annexations\ANX2008- 09017\ANX2008 -09017 MAP REQUEST FORM.doc CITY OF CLEARWATER - ENGINEERING DEPARTMENT PO BOX 4748, CLEARWATER FL 33756 REQUEST FOR ANNEXATION PHONE: (727)562 -4750 FAX: (727) 562 -4755 Annex #: 2008 -09017 Name: Sean Cordner -James Street: 1955 Carroll Street Atlas Page: 271 A City: Clearwater Section- Township- Range: 12- 29s -15e State: Florida Property Acreage: 0.814 Parcel ID: see engineering comments Zip: 33765 ROW Acreage: Legal: see attached Total Acreage 0.814 Engineering Comments: 12- 29 -15- 38250-000 -4000 AND 12- 29 -15- 38250 -001 -0011 1. Initial Log Entry Cover Page 2. Legal Description Verification 3. Address Verification 4. Location Maps 5. Engineering Comments 6. Map QC /QA (attach 'Proposed Annexation Map') 7. Final QC /QA 8. Email Maps to Planner ANNEXATION ORDINANCE 9. Ordinance Number Logged 10. Email Notification of Atlas Update 11. GIS House and Zoning Atlas Update 12. Street and Subdivision Directory 13. CAD Area Map Update 14. Prints Distributed 15. Recorded Ordinance legal verified 16. Annexation Log Completed Date Initial: X10 �s-N� (CRM) (TLM) \ Zy t EAK (DDM) \2 S 10 � (CRM) j2--Z-/—/0 ` `�- (MQ) f,�IZ2 /J (PWD) r (CRM) DATE: (CRM) (PWD) (PWD) (PWD) (NEA) (CRM) (PWD) (CRM) Map Request Planner Name: Cate Lee Case Number: ANX2008 -09017 Date Requested: December 8, 2010 Date Requested for: December 17, 2010 Maps Needed ® Color Aerial ® Proposed Annexation ® Existing Surrounding Uses Basemap ® Location Map ® Zoning /Flexible Development Map ® 2" x 2" Location Map for Newspaper ® 2" x 2" PDF ® Future Land Use Required Documents ® Legal Description - to be hand delivered ® Plat - to be hand delivered ® Map with Proposed Site Highlighted IN ADDITION TO THE REQUESTED MAPS, PLEASE PROVIDE VERIFICATION THAT THE LEGAL DESCRIPTION WE HAVE PROVIDED IS CORRECT AND ACCURATE. Thomas Mahony, PSM, Geographic Technology Manager Map Name Owner: Clearwater Towing Service, Inc. E Case: ANX2008 -09017 Site: 1955 Carroll Street Property Size (Acres): 0.814 Land Use Zoning PIN: 12- 29 -15- 38250 - 000 -4000 I From : IG (County) M -1 (County) To: IG (City) IRT (City) Atlas Page: ( 271 A S:\Planning Department \C D B\Annexations (ANX)\ANX - 2010 \Carroll Street 1955 ANX2008 -09017 - Clearwater Towing Service Inc\Maps\ANX2008 -09017 MAP REQUEST FORM.doc Clearwa x TOWIn'g., Service Light, Medium & Oeavy Duty Towing 7-441-2137 813-877-5287 Pinellas Hillsborough ""ll Street 4104 W. South Ave. "at, 765 Tampa, Fl, 34614 8/8/2008 -- Notes on my discussion with Donald Melone, City Engineer There is a Private sewer.line running along Carroll Street IFO our location that was installed and is maintained by the property owner of site 13 (either 1925 Carroll or 1301 Arcturas). It consists of a private lift station and a 4" sewer pipe that connects to the main at corner of Hercules. This is shared by a second private lift station for several properties on the north -west (see map); probably through an agreement ($) with the property owners. If we could reach a private agreement ($) with these property owners, service could be added by a connection with a valve near the front of our building. Three things are required in order to establish sewer service: 1. Annexation into the city (no charge, file application, takes approximately 3 months). After application, the process can be started while awaiting the bureaucracy. 2. Payment of impact fee. This one -time charge is minimum of $900 for basic water service. (We are currently on city water.) If our meter is connected through 5/8 -inch pipe, we pay the minimum; if the service is through 1 -inch pipe, the impact fee jumps to $2250. 3. Approval based on plans to abandon current septic system. Approval is required through the Pinellas County Health Department, Environmental Eng Division. The county will require a plumber's description of how the disablement and connections would be accomplished. (The city engineer speculates that the County may require a holding basin; possibly using part of the existing holding tank. Maybe this is what shows on the attached map as private lift station.) Annexation can be accomplished by a simple request to do so since we are bounded by city property on two sides (south and east). Pros and Cons apply. Need to consider tax delta: apparently $100 higher in city, but that gets you garbage /trash privileges, etc. The budgets for both city and county are currently in preparation so this may change. I have a phone number for financial guy in city who can give us breakdown and comparisons. There is no sewer line on the back of the property... the nearest to the south is on Grand by the airport. Need to speak with Charlie Sims about his sourcesll '�` ' ° -398 8 CITY OF CLEARWATER PLANNING AND DEVELOPMENT SERVICES MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVE. CLEARWATER, FLORIDA 33756 -. PHONE (727) 562 -4567 FAX (727) 562 -4576 www.myclearwater.com/epermits CASE SUMMARY MIS2008 -10013 1955 CARROLL ST CLEARWATER TOWING Sanitary Sewer Impact Fee - $900.00 PEOPLE Role: Owner /Property FEES Penza -Sewer Impact Fee Total ACTIVITIES Application received SEAN CORDNER -JAMES 1955 CARROLL ST CLEARWATER, FL 33765 PHONE: No Phone FAX: No Fax Assessed Amount Amount Paid Balance Due $900.00 $0.00 $900.00 $900.00 $0.00 $900.00 Done Date 1 Date 2 Date 3 Disp By 10/31/2008 Roberta Gluski C-O?, Es l ( FEE .o rAForm s \I nfoS u mm ary. rpt Lee, Catherine From: Delk, Michael Sent: Tuesday, January 18, 2011 3:17 PM To: Lee, Catherine Cc: Vrana, Tammy; Clayton, Gina Subject: Towing Company Annexation Cate —Just close out the file. I don't' think there is any further reason to carry on with this matter. Accept the last letter provide by them rescinding the voluntary annexation and close the file. I'll talk with Mike Quillen in Engineering about getting and ATA in every such instance in order to avoid this in the future. Thank you. Michael L. Delk, AICP Planning and Development Director City of Clearwater, Florida 727 -562 -4561 727 - 562 -4865 fax michael.delk @mvclearwater.com 4 CITY OF CLEARWATER :n A POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLEAVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 PLANNING & DEVELOPMENT January 18, 2011 Mr. Michael C. Crawford, AICP Interim Executive Director Pinellas Planning Council, Suite 850 600 Cleveland Street Clearwater, Florida 33755 Mr. Brian K. Smith, AICP Director Pinellas County Planning Department 600 Cleveland Street, Suite 750 Clearwater, Florida 33755 Sergeant Frank Mackin Strategic Planning Pinellas County Sheriff's Office P.O. Drawer 2500 Largo, Florida 33778 Re: Notice of Withdrawal of Voluntary Annexation (ITEM NO: ANX2008- 09017) Dear Sirs: On December 13, 2010 the City of Clearwater received a withdrawal request for a previously submitted application for voluntary annexation for property located at 1955 Carroll Street (ANX2008- 09017). The City has withdrawn the application and jurisdiction will remain with the County. Should you require additional information, please contact me at (727) 562 -4557 or catherine.lee @myclearwater.com. Sincerely, Catherine Lee Planner III CLEARWATER TOWING SERVICE, INC. 727-441-2137 (voice) December 13, 2010 727-441-1104 (fax) City of Clearwater P.O. Box 4748 Clearwater, FL 33758 -4748 Attention: Planning and Development Department Subject: Petition for Annexation (ANX2oo8 -0917) 1955 Carroll Street, Clearwater, FL 33765 D)L�(�f� YEf1 DEC ,145?X10 PLANKING & DEVELOPMENT SERVICES CITY OF CLEARWATER I am in receipt of your letter of December 8, 2010 which describes your preliminary review of subject application and a tentative City board review schedule. Due to the extended time frame since this application was filed, Clearwater Towing Service, Inc. believes there are now mitigating circumstances that could adversely impact our business operations should this annexation occur. Although somewhat understandable, the overlap of City and. County=juhsdictions regarding connection of utilities, construction and code issues contributed to an unfortunate project delay. While these issues may now be resolved, our experience in dealing with unclear jurisdiction and /or approval authority, time delays, and cost overruns accentuates the potential for problems in our on -going business operations. Clearwater Towing Service, Inc provides impound services, including secure impounded property storage at our Carroll Street location, under contract to the Pinellas County Sheriffs Office (PCSO). We follow specific protocols involving PCSO personnel who visit the impound site, and we provide "around the clock" property release to authorized owners. The process of "releasing" an impounded vehicle typically requires that the owner: a personally - ✓isit- the impound lot to obtain_ documents (vehicle registration, proof of insurance) • personally present the vehicle documents along with valid ID at a PCSO sub - station (either in Dunedin or Largo) to obtain a signed release directive • personally present the release directive at our impound lot to pay for and retrieve the vehicle. This "typical' vehicle scenario assumes that we encounter neither complications nor lack of verifiable ownership. On frequent occasions, non - owners (persons such as spouses, relatives, or friends) of arrestees try to retrieve the property without "power -of- attorney" or owners allege the loss of personal property from the vehicle. (PCSO representatives make an inventory record of personal property at the.time of impound.) These occasions require additional interaction between PCSO and our personnel often resulting in uniformed PCSO officers visiting our site along with the owners. In the interest of seamless effective operations, we question the prudence of inserting another law enforcement layer (City Police) into this equation. Page 1 of 2 CLEARWATER TOWING SERVICE, INC. 727-441 -2137 (voice) 727 -441 -1104 (fax) 1955 Carroll Street, Clearwater, FL 33765 tow@clearwatertowingservice.com We foresee a high potential for operational problems with our contractual commitments and request that our application for annexation be withdrawn. Please advise if there are specific guidelines for withdrawal. As an integral part of project construction, we destroyed a septic system and purchased a tap into a City sewer line adjacent to our property. We received our Certificate of Occupancy in June 2010, and to date we have not been billed for sewer service. We respect our obligation to currently and retroactively pay for sewage service. We have used and paid for City water service since before this expansion project began. Thank you for your attention to this matter, and I await your response. Yours truly, B. Dodson Project Manager Page 2 of 2 Lee, Catherine From: Gossman, Nick Sent: Wednesday, December 15, 2010 11:10 AM To: Lee, Catherine Cc: Vrana, Tammy; Dougall- Sides, Leslie; Jones, Robert; Holloway, Anthony Subject: RE: ANX2008- 09017; 1955 Carroll St. Per Chief Holloway the request to have PCSO handle 911 calls for this location is not workable. For addresses that fall within the municipal boundaries of the City of Clearwater, the Clearwater Police Department is the agency of first response for law enforcement calls. From: Lee, Catherine Sent: Wednesday, December 08, 201013:16 To: Gossman, Nick Cc: Vrana, Tammy; Dougall- Sides, Leslie Subject: FW: ANX2008- 09017; 1955 Carroll St. Hi Supervisor Gossman, As I detailed in our phone conversation earlier today, 1955 Carroll St. is the location of Clearwater Towing. Mr. Bobby Dodson informed me today that they have concern regarding 911 response. He stated they currently have a contract with the Sheriff's office for an impound lot and that because some folks are unhappy with having to pick up their car from impound they have emergency 911 situations. He wants those calls to continue to be handled by the Sherriff's office since they are the ones that impounded the cars and know the case history of each incident. Is it possible to make some note in the 911 system to continue to refer 911 calls from Clearwater Towing to the Sheriff's office? I'm not sure what kind of agreement we have with the Sheriff's office. Please advise. Thank you, Cate Lee I'MTITW . Ill Planning & I ?ever pi.i.i.e t Department Cit,y of Clearwater '1: 727.562.4557 (: 727,562,486- From: Lee, Catherine Sent: Monday, December 06, 2010 4:32 PM To: Gossman, Nick Subject: ANX2008- 09017; 1955 Carroll St. Mr. Gossman, Please advise whether the Police Department is willing to provide service to this property, located at 1955 Carroll Street (see below). The expected City Council dates are 02/17/2011 and 03/03/2011. Best Regards, Cate Lee I:'lairner III: Planning & Development Department City of Clearwater I': 727.562.=1557 I'. 727.562.4865 << File: ANX2008 -09017 Police Map.pdf >> Lee, Catherine From: Melone, Donald Sent: Tuesday, December 07, 2010 3:49 PM To: Charles, Tim; Wells, Jerry Cc: Lee, Catherine; Priester, Lynne; Dougall- Sides, Leslie; Vrana, Tammy Subject: RE: 1955 Carroll Street Tim, did you perform a dye test or was the connection confirmed by a physical inspection by looking into the man hole which is located on our Air Park Property and seeing their new service connection? I went to Pinellas County Building Department to look at the approved plans for the above referenced property on Friday December 3`d. Their plans had a note which said connect to City's system with a proposed service connecting to our existing sanitary sewer man hole for sewer service. I also found they applied and had approved an abandonment permit from Pinellas County Health Department for their septic tank which was signed off by Henry Kuntz on October 16, 2008 (permit number 52 -S5- 958299). I wrote a "Penza" letter on October 31, 2008 which is the same day I collected the $900.00 sanitary sewer impact fee which is required to connect to the City's sanitary sewer system along with annexation. This property had a final plumbing inspection on May 15, 2009. This property received their C.O. for occupancy of their new space on June 22, 2010. We need to move forward with the annexation application. Customer Service needs to bill them for this service as far back as they can knowing when the final inspection was made and the C.O. given to the building. If they want the City to pull the annexation, I can give the direction to plug the man hole and I will then inform Pinellas that I have ordered their service to be plugged. Thank you for your attention in this matter. From: Charles, Tim Sent: Tuesday, December 07, 2010 7:00 AM To: Melone, Donald; Wells, Jerry Cc: Lee, Catherine Subject: RE: 1955 Carroll Street They are tied in to city sewer. From: Melone, Donald Sent: Friday, December 03, 2010 4:02 PM To: Wells, Jerry Cc: Charles, Tim; Lee, Catherine Subject: 1955 Carroll Street Jerry, this is a friendly reminder could you please have someone dye test the property referenced above and let me know if they are connected to City sanitary sewer? I visited Pinellas County Building Department today and their plans show the sanitary sewer for the new construction and the possibly the existing structure tying into an existing sanitary sewer man hole on the airpark property behind the building to the south. Please let me know as soon as possible. Thank you for your attention in this matter. Donald D. Melone Engineering Specialist I City of Clearwater Engineering Department (727) 562 -4798 O�S'�� N+-PIyA/ CITY OF CLEARWATER � . -L y POST OFFICE Box 4748, CLEARS \CATER, FLORIDA 33758 -4748 MUNICIPAL SERV10Eti BUILDING, 100 SOUTH MYP.TLE.AV'L��IiE, CLF.dR',C %1TE1,, FLORIDA 33756 '�'E 4' `' i10 567 FAX (727) 562 -4865 r SS TELEPHONE (727) X62 PLANNING & DEVELOPMENT December 8, 2010 Mr. Michael C. Crawford, AICP Interim Executive Director Pinellas Planning Council, Suite 850 600 Cleveland Street Clearwater, Florida 33755 Mr. Brian K. Smith, AICP Director Pinellas County Planning Department 600 Cleveland Street, Suite 750 Clearwater, Florida 33755 Sergeant Frank Mackin Strategic Planning Pinellas County Sheriff's Office P.O. Drawer 2500 Largo, Florida 33778 Re: Notice of Voluntary Annexation (ITEM NO: ANX2008- 09017) Dear Sirs: Please be advised that the City of Clearwater is in receipt of an application for voluntary amlexation for property located at 1955 Carroll Street (ANX2008- 09017). The subject parcel is located within the City of Clearwater Planning Area and upon annexation into the City of Clearwater will be served by city sanitary sewer and solid waste service. The proposed annexation is consistent with Florida law regarding municipal annexations pertaining to contiguousness with existing city boundaries and compact concentration. A copy of the petition for annexation and related documents are enclosed. The following schedule has been tentatively established for the city's review of the application. Should a meeting time or location change, you will be contacted immediately. Crawford, Smith & Mackin December 8, 2010 Page 2 02/17/2012 City Council Public Hearing (first reading) 6:00 PM City Hall Council Chambers, 3`d Floor 112 S. Osceola Ave., Clearwater, FL 03/03/2011 City Council Public Hearing (second reading) 6:00 PM City Hall Council Chambers, 3`d Floor 112 S. Osceola Ave., Clearwater, FL Your prompt response will be greatly appreciated. Should you require additional information, please contact me at (727) 562 -4557 or catherine.lee @myclearwater.com. Sincerely, CITY OF CLEARWATER V✓t j��,. Catherine Lee Planner III Enclosures: Pinellas Planning Council: Petition for Annexation, Warranty Deed /Title Insurance Policy, and House Atlas Map. Pinellas County Planning Department: Petition for Annexation, Warranty Deed/ Title Insurance Policy, Plat of Record or Survey, and House Atlas Map. Pinellas County Sheriff's Office: House Atlas Map. cc: Leslie Dougall- Sides, Assistant City Attorney Debbie Reid, Parks and Recreation Administrative Analyst m m am . r s PLANNING & DEVELOPNIENT December 8, 2010 Bobby E. Dodson Clearwater Towing Service, Inc. 1110 Macrae Avenue Clearwater, FL 33755 CITY OF CLEARWATER PosT OFFICE BOX 4748, CLEARWNI —ER, FLORIDA 33758 -4748 MUNICIPAL SERVICEs BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 RE: Petition for Annexation for 1955 Carroll Street (0.814± acres) - ANX2008 -09017 Dear Mr. Bobby E. Dodson: The City of Clearwater Planning & Development Department has conducted a preliminary review of your application for annexation for the property described above and has determined the application is complete. The application case number is ANX2008- 09017. The following City board review schedule has been tentatively established for your application. You will be notified if you are required to attend the meetings and should there be any change in meeting time or location. 01/06/2011 Development Review Committee Meeting Time TBD* Municipal Services Building, 2"d floor Planning & Development Department, Conference Room 216 100 S. Myrtle Ave., Clearwater, FL *Please call Sherry Watkins at 727.562.4582 no earlier than one week prior to the meeting for the approximate time of the case review. 02/17/2011 City Council Public Hearing (first reading) 6:00 PM City Hall Council Chambers, 3rd Floor 112 S. Osceola Ave., Clearwater, FL 03/03/2011 City Council Public Hearing (second reading) 6:00 PM City Hall Council Chambers, 3rd Floor 112 S. Osceola Ave., Clearwater, FL If you have any questions, please do not hesitate to contact me at catherine.lee@myclearwater.com or 727.562.4557. Sincerely, Catherine Lee Planner III /7/,�6 TO: Stephen M. Spratt, County Administrator THROUGH: Paul T. Cassel, Administrator DRS Department FROM: Al Navaroli, Development Review Services Manager Q ' SUBJECT: Clearwater Towing Services, Inc. SP# 4468 Revised Final Site Plan Parcel ID #: 12- 29 -15- 38250- 000 -4000 Plan Distribution Date: 8 -9 -06 DATE: September 11, 2006 RECOMMENDATION: Recommend Approval LEGAL DESCRIPTION: Hercules Industrial Park, lying in Section 12, Township 295, Range 15E The above referenced site plan has been processed through the Pinellas County site plan review system to include the following departments: Utilities Department, Planning Department, Development Review Services Department, and has been found to be in compliance with Pinellas County regulations. Description: This site consists of. 93 acre located on the south side of Carroll Street approximately 580 feet west of North Hercules Avenue. This plan proposes two additional building totaling 3,500 Sq. Ft. to the existing 4,833.98 to be used as office / vehicle storage. A total of 10 parking will be provided which includes I handicap parking space. Approximately 6.67% of the site shall remain in open /permeable area. Those problems cited by the Development Review Services Department have been resolved and final site plan approval is recommended. However, the Certificate of Occupancy cannot be issued until the Environmental conditions have been satisfied. This site is zoned M -1 and identified by the Comprehensive Land Use Plan as IG. The applicant received preliminary/ direct final site plan review for this project on 1 -27- 06 and now submits this plan for final site approval. Due to Commission action of January 26, 1974, all final site plans will be approved administratively by the Pinellas County Administrator. FINAL SITE PLAN Approve L Stephen M. Spratt County Administrator AN/ wr Keith Zayac & Associates, Inc. 701 Enterprise Road, Suite 404 Safety Harbor, Florida 34695 793 -9888 L� 12/17/2010 FRI 15:45 FAX 310 Count Street Clearwater, FL. 33756 Phone: 727 -464 -3888 Fax: 727 -464 -3981 Email gDRSGRQUP @r_a.pinellas.fl,us_org Web Page: http://www-l!ineiloscounix.org/bdrs Message: To: From: Z001/003 Date: Al d No. Pgs_ —3 -- ImIudina cover 12/17/2010 FRI 15:45 FAX Keith Zayac & Associates, Inc. Civil Engineering, Landscape Architecture, Planning Aplil 26, 2006 Al Navaroli Pinellas County Development Review Services 310 Court Street Clearwater, Florida 33756 RE= SP#4468 — Clearwater Towing Dear Mr. Navaroli: 2002/003 424-06 Permits 701 S. Enterprise Road E,, Ste 404 Safety Harbor, FL 34695 (727) 793 -9888 Phone (727) 793 -9855 Fax keith kei hzayac,00m Enclosed please find 6 sets of information addressing oommeft received from Pinellas County stair including to following items: DRS Plans Specialist: 1- The above mentioned site plan has been assigned SP# 4468 This number must appear on any subsequent plans Or correspondence referencing this site. a. All Correspondence for Clearwater Towing will have SP# 4468. 2. A letter of no objec#ion from the City of Clearwater accepting this site for water and sewer must be provided to this office prior to site plan approval. a. We are not requesting any water or sewer services to the proposed facilitiees, since they will be used for forensic storagerinvestigation. The existing buildings will utilize the current utility connections. 3 The parking details provided are only for the offm use. Additional parking is required for the site Provide the associated use and number of required spaces in your sire data, and delineate on the plan all the required parking spaces independent of vehicle storage or impound auras. If you have bays on site the code ►squires three spaces per service bay plus three spate, (Bays shall be considered as a space). a. On sheet 4 of 6, the site data table has been revised to include 10 parking spaces. The required parking calculation has also been updated 1 12/17/2010 FRI 15:46 FAX Z003/003 424-05 Permits 9$_ The applicant is advised to contact Air Toxics Section of the Pinellas County Deparhnent of Environmental Management prior to any demolition or interior renovation of buildings. Please contact environment specialist Michelle Long at 464- 4422. a. On sheet 4 of 4, "exotic species removal note" has been added to the plans with a shadow box. Sincerely, Richard Mar Keith "You OR a i4. 13 PLANNING DEPARTMENT TO: FILE CITY OF CLEARWATER POST ONCE Box 4748, CLEARWATER, FLoRmA 33758 -4748 Mumcim SERVICES BURDING, 100 SOUTH MYRTLEAvENOE, CLEARWATER, FLoRmA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 MEM.O RAN. DU.M FROM: LAUREN MATZKE, PLANNER II. DATE: OCTOBER 23, 2008 SUBJECT: ANX2008- 09017 — CLEARWATER TOWING, INC.. SITE PLAN REVIEW COMMENTS Robert Tefft, Development Review Manager, assisted me on October 14, 2008 in reviewing a site plan for construction that accompanied the Petition for Annexation for two parcels totaling ±0.818 acres located at 1955. Carroll Street.. He noted the following areas of nonconformity with the overall plan, which have been. expanded and communicated to the Applicant. • Parking - issue with backup into ROW (Section 3- 1492.C) • Setbacks - existing condition, pavement setbacks not met (Section 2- 1302). • Landscaping: • Live. oaks need more buffer /spacing; 5' impervious area (Section 3- 1202.6.1) • Heights and. caliper of live oaks don't meet code. (Section. 3- 1202.B.1) • Deficient number of species (Section 3- 1202.B.4). • Possible. issue with tripping 25% improvement cost threshold. — will this need to be brought into conformance with landscaping code? (3- 1202.A.3 and 3- 1401.B.3). • Interior landscaping; site larger than 4000 sq ft (3- 1202.E.1) • Landscaping should be. protected by curbing (3- 1204.D) • Other comments:. • Why do we want to annex? • Gate proposed on east side of site doesn't appear to. go to anything. f>�l 5 LEr "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER /744 TO: Stephen M. Spratt, County Administrator THROUGH: Paul T. Cassel, Administrator DRS Department FROM. Al Navaroli, Development Review Services Manager Q• 9 SUBJECT. Clearwater Towing Services, Inc. SP# 4468 Revised Final Site Plan Parcel ID #: 12- 29 -15- 38250- 000 -4000 Plan Distribution Date: 8 -9 -06 DATE: September 11, 2006 RECOMMENDATION: Recommend Approval LEGAL DESCRIPTION: Hercules Industrial Park, lying in Section 12, Township 295, Range 15E The above referenced site plan has been processed through the Pinellas County site plan review system to include the following departments: Utilities Department, Planning Department, Development Review Services Department, and has been found to be in compliance with Pinellas County regulations. Description: This site consists of. 93 acre located on the south side of Carroll Street approximately 580 feet west of North Hercules Avenue. This plan proposes two additional building totaling 3,500 Sq. Ft. to the existing 4,833.98 to be used as office/ vehicle storage. A total of 10 parking will be provided which includes I handicap parking space. Approximately 6.679,65 of the site shall remain in open /permeable area. Those problems cited by the Development Review Services Department have been resolved and f nal site plan approval is recommended. However, the Certificate of Occupancy cannot be issued until the Environmental conditions have been satisfied. This site is zoned M -1 and identified by the Comprehensive Land Use Plan as IG. The applicant received preliminary/ direct final site plan review for this project on 1 -27- 06 and now submits this plan for final site approval. Due to Commission action of January .26, 1974, all final site plans will be approved administratively by the Pinellas County Administrator. FINAL SITE PLAN Approve Stephen M. Spratt County Administrator AN/ wr Keith Zayac & Associates, Inc. 701 Enterprise Road, Suite 404 Safety Harbor, Florida 34695 793 -9888 Matzke, Lauren From: Matzke, Lauren Sent: Tuesday, November 04, 2008 9:40 AM To: Hollander, Gwen Cc: Dougall- Sides, Leslie; Porter, Catherine Subject: ANX2008 -09017 - 1955 Carroll Street - On Hold Status Gwen -- This email is to confirm our conversation that ANX2008 -09017 has been placed On Hold. I am attaching a letter sent recently to the Applicant's Agent informing them of the situation and providing an explanation. If you need anything further, please let me know. Thank you, Lauren Lauren Matzke Planner 111, City of Clearwater T: 727.562.4547 F: 727.562.4865 E: lauren.matzke @myclearwater.com I�Q ANX2008 -09017 - identification... CITYOFCLEARWATER , R )sr Orru.r. I3(s `i -i ,S, 58-A7:48 1'11'X1( II': \I. sl?Itvicl,s 131 11.1 1 \G, 100 tic>I "I'II \jlltII.r A \l`. ^:I F. til IIT 220, CLr:�\IMAI1.R. 1'11 )NI Ir:\ b R �3 °'� '1.1 :11 :1'll( >NI' (??7) l(i? (.1�n m PLANNING DEPARTMENT October 23, 2008 Bobby E. Dodson Clearwater Towing, Inc. 1955 Carroll Street Clearwater, FL 33765 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLEAVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 RE: Petition for Annexation (ANX2008- 09017) approval to permit a site, located at 1955 Carroll Street and consisting of 2 parcels totaling 0.818 acres, into the City of Clearwater Dear Mr. Dodson, The status of the Petition for Annexation submitted to the City of Clearwater on September 25, 2008 and revised on October 25, 2008 (ANX2008- 09017) has been changed to "Hold" by the City's Planning Department. The "Hold" status prevents the Petition from moving forward through the Annexation process under the provisions of Section 4 -604 of the Community Development Code. The City will proceed with the processing of your request once it receives a copy of the Certificate of Occupancy issued by Pinellas County upon completion of construction. At the City's request, and as required by Section 4 -604 of the CDC, a site plan for construction that is currently in process was provided for the City's review. Under Section 4 -604, the City shall consider the extent to which proposed or existing development is consistent with city regulations when considering whether to annex a particular parcel of property. After completing a review of the site plan, the City agrees to proceed with the processing of this Petition for Annexation after completion of the current construction project as evidenced by issuance of a Certificate of Occupancy by Pinellas County. The City would like to note, however, that upon annexation, several aspects of the site would be considered nonconforming to city codes, as of the date of this letter. The following issues were identified during the review: A. Parking: No off - street parking is allowed that requires a vehicle to back into a public right -of -way. (Section 3- 1402.C) B. Setbacks: The Industrial, Research and Technology District (IRT) requires Vehicle Service uses to maintain a minimum 20 foot front setback and a minimum 15 foot side /rear setback for pavement and structures. Currently the distance to pavement does not meet the required setbacks. (Section 2 -1302) SAPlanning Department \C D B\Annexations\PANX - 2008\ANX2008 -09017 -1955 Carroll Street - Clearwater Towing Service lnc\ANX2008- 09017 - identification of nonconformities and On Hold Status.doc C'42 C. Landscaping: Section 3 -1202 addresses general landscaping standards within the City. Several deficiencies were identified in the proposed landscaping plan. The shade trees identified (live oaks) are encouraged, but must meet the minimum standards within the code, which address size and minimum buffers from impervious areas (Section 3- 1202.13.1). A minimum variety of tree species is required but is not shown on the plan (Section 3- 1202.13.4). The paved vehicular use area on the site exceeds 4000 square feet, and thus is required to meet the minimum interior landscaping standards within the code (Section 3- 1202.E.1). Additionally, landscaping is required to be protected from vehicular and pedestrian traffic by curbing (Section 3- 1204.13). In the event that improvements are made to the existing use that meet or exceed 25 percent of the valuation of the principle structure, the lot must be brought into full compliance with Section 3 -1202. If you have any questions or would like to schedule an appointment, feel free to contact me at 727 -562 -4547 or lauren.matzke @myclearwater.com. Sincerely, Lauren Matzke Planner II S :\Planning Department \C D B\Annexations\ANX - 2008\ANX2008 -09017 - 1955 Carroll Street - Clearwater Towing Service Inc\ANX2008- 09017 - identification of nonconformities and On Hold Status.doc Matzke, Lauren From: Matzke, Lauren Sent: Friday, October 10, 2008 4:14 PM To: Porter, Catherine Subject: RE: 1955 Carroll I spoke with the representative and he said he would look to see what he can find. I will follow up with him Monday to see and if he can't get us anything I'll go to the County for the site plan. Question: I have not sent a letter of completeness or anything yet since we weren't sure how to proceed. Do we need to have conversations with the Agent prior to moving forward to discuss potential nonconformities, or should I send the letter and continue to move forward with this annexation on the Cycle 10 time frame? If I am to follow that schedule, I will need to send that letter first thing next week. Thanks Lauren - - - -- Original Message---- - From: Porter, Catherine Sent: Friday, October 10, 2008 10:41 AM To: Matzke, Lauren Subject: RE: 1955 Carroll OK - - - -- Original Message---- - From: Matzke, Lauren Sent: Thursday, October 09, 2008 4:07 PM To: Porter, Catherine Subject: 1955 Carroll I spoke with John C. @ Pinellas County and he wasn't much assistance so I will run to the County tomorrow and at least get a copy of the site plan or I'll see what I can get from the applicant. Lauren Matzke Long Range Planner, City of Clearwater T: 727.562.4547 F: 727.562.4865 E: lauren.matzke@myclearwater.com 0 is Matzke, Lauren From: McLaughlin, Brian Sent: Tuesday, October 07, 2008 8:10 AM To: Matzke, Lauren Subject: FW: ANX2008 -09017 yes - - - -- Original Message---- - From: Matzke, Lauren Sent: Monday, October 06, 2008 15:20 To: McLaughlin, Brian Subject: RE: ANX2008 -09017 Mr. McLaughlin -- You previously indicated that the Police Department is willing to provide services to one property located at 1955 Carroll Street. This annexation actually contains two parcels, the aforementioned address as well as the adjacent parcel. Please advise whether the PD is willing to provide services to both properties. The second parcel is indicated on the map below. Thank you for your assistance. Kind Regards, Lauren i s ' + k4 - 6. ;q VW 6; T— tab i - - - -- Original Message---- - From: McLaughlin, Brian Sent: Monday, September 29, 2008 9:24 AM To: Matzke, Lauren Subject: FW: ANX2008 -09017 yes - - - -- Original Message---- - From: Matzke, Lauren Sent: Monday, September 29, 2008 08:37 To: McLaughlin, Brian Subject: ANX2008 -09017 Mr. McLaughlin -- Please advise whether the Police Department is willing to provide service to this property, located at 1955 Carroll 2 L,; Street (see below). The expected City Council dates are 12/18/2008 and 01/15/2009. Thank you, Lauren Matzke Long Range Planner, City of Clearwater T: 727.562.4547 F: 727.562.4865 E: lauren.matzke @myclearwater.com << OLE Object: Picture (Device Independent Bitmap) >> Matzke, Lauren From: McLaughlin, Brian Sent: Monday, September 29, 2008 9:24 AM To: Matzke, Lauren Subject: FW: ANX2008- 09017. yes - - - -- Original Message---- - From: Matzke, Lauren Sent: Monday, September 29, 2008 08:37 To: McLaughlin, Brian Subject: ANX2008 -09017 Mr. McLaughlin -- Please advise whether the Police Department is willing to provide service to this property, located at 1955 Carroll Street (see below). The expected City Council dates are 12/18/2008 and 01/15/2009. Thank you, Lauren Matzke Long Range Planner, City of Clearwater T: 727.562.4547 F: 727.562.4865 E: lauren.matzke@myclearwater.com " http= ffrnsb -gs-in Clearwater oning - Mo na Firefox Codes -Back -Locate- Help Ejdt M Q r a 4x Locate Results # Address Score ?1 1955 CARROLL 75 2 Click on a number to locate the address on on the toolbar. Click on the marked parcel to NL , - =� =- C P � t �d �TE?l, �A¢ �'�aa.rtr d G U PLANNING D PARIW17NT October 15, 2008 Bobby E. Dodson 1955 Carroll Street Clearwater, FL 33765 CITY OF CLEARWATER POST OFFICE BOX 4748, CLEARWNFER, FLORIDA 33758-4748 MUNICIPAL. SERVICLS BUILDING, 100 S(7U'111 MYRTLE AVENUE, CLEARWATER, FLORIDA 37756 TEu--TiIONF (727) 562 -4567 FAX (727) 562 -4865 RE: ANX2008- 2008 -09017 —1955 Carroll Street — Clearwater Towing Service, Inc. — Letter of Incompleteness Dear Mr. Dodson: The Planning Department has entered your application into the Department's filing system and assigned the case number: ANX2008- 09017. After a preliminary review of the submitted documents, staff has determined that the application is Incomplete with the following comments: As discussed, it will be necessary to obtain a copy of the site plan for the new construction on the two parcels proposed for annexation. The City's Development Review department will review the site plan against the City's Community Development Code in order to determine any possible issues of conformity with the plan. Section 4 -202 of the Community Development Code states that if an application is deemed incomplete, Staff shall specify the deficiencies of the application. No further review action shall be taken until the deficiencies are corrected and the application is deemed complete. Please do not hesitate to contact me at (727) 562 -4547 or lauren.matzke @myclearwater.com, should you require additional information. Sincerely, Lauren Matzke Planner II SAPlanning Department \C D B\Annexations\ANX - 2008\ANX2008 -09017 - 1955 Carroll Street - Clearwater Towing Service lnc\ANX2008- 09017 Letter of lncompleteness.doc M TQum. EmPLOYMENT AND ArrIR,mAmr.AC ION EMPLOYER" A* Matzke, Lauren From: Matzke, Lauren Sent: Monday, October 06, 2008 3:20 PM To: McLaughlin, Brian Subject: RE: ANX2008 -09017 Mr. McLaughlin -- You previously indicated that the Police Department is willing to provide services to one property located at 1955 Carroll Street. This annexation actually contains two parcels, the aforementioned address as well as the adjacent parcel. Please advise whether the PD is willing to provide services to both properties. The second parcel is indicated on the map below. Thank you for your assistance. Kind Regards, Lauren i. , r 1 0 6. WON IOU ` *- 4� • _ IN l a � - - - -- Original Message---- - From: McLaughlin, Brian Sent: Monday, September 29, 2008 9:24 AM To: Matzke, Lauren Subject: FW: ANX2008 -09017 yes - - - -- Original Message---- - From: Matzke, Lauren Sent: Monday, September 29, 2008 08:37 To: McLaughlin, Brian Subject: ANX2008 -09017 Mr. McLaughlin -- Please advise whether the Police Department is willing to provide service to this property, located at 1955 Carroll 2 m Street (see below). The expected City Council dates are 12/18/2008 and 01/15/2009. Thank you, Lauren Matzke Long Range Planner, City of Clearwater T: 727.562.4547 F: 727.562.4865 E: lauren.matzke@myclearwater.com << OLE Object: Picture (Device Independent Bitmap) >> Matzke, Lauren From: Matzke, Lauren Sent: Monday, September 29, 2008 8:37 AM To: McLaughlin, Brian Subject: ANX2008 -09017 Mr. McLaughlin -- Please advise whether the Police Department is willing to provide service to this property, located at 1955 Carroll Street (see below). The expected City Council dates are 12/18/2008 and 01/15/2009. Thank you, Lauren Matzke Long Range Planner, City of Clearwater T: 727.562.4547 F: 727.562.4865 E: lauren.matzke@myclearwater.com A . N 133c), F-I r+T 0 Locate Help Exit CO&S C-' NTRY ST_ ARK Locate Results Address Score CL,_RROLL 75 Done 2 Chck on a number to locate the address on on the toolbar. Click on the marked parcel to View looking south at the subject property, 1955 Carroll Street View looking west along Carroll Street from the subject property View looking north at the properties to the north of tie subject property View looking east along Carroll Street from the subj -.ct property View looking southwest at the property to the west of the View looking southeast at the property to the east of the subject subject property property ANX2008 -09017 Clearwater Towing Service, Inc. 1955 Carroll Street li ,7 , �iw -p A' TOW-, N SEr V IE A,� R-' NCEII C ARROIL�=.L -4 r bO �, :: t o5 L k,,R ARWA IT t R 17 3 E RV C E S N C El CLEA,RWATEPi--;,z,- TOWj 9 PARCEL ID,: 12/29/15/38250/000/4000 timmom TS 11hecked: AA 1. A J CCVERf4 S:HILEET KZA Pro!. No.: Owner Pro;. No'.. NA Scale: NTS She at No. SI li ,7 , �iw -p A' TOW-, N SEr V IE A,� R-' NCEII C ARROIL�=.L -4 r bO �, :: t o5 L k,,R ARWA IT t R 17 3 E RV C E S N C El CLEA,RWATEPi--;,z,- TOWj 9 PARCEL ID,: 12/29/15/38250/000/4000 timmom "INVESTIGATE BEFORE YOU EXCAVATE" CALL SUNSHINE @ 1-800-432-4770 FL. STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. NOTE 1 2 3 4 5 6 DESCRIPTION.- (AS FURNISHED) LO)T 40, "HERCULES INDUSTRIAL PARK", ACCORDING TO THE MAP OR PLAT 'THEREOF, AS RECORDED IN PLAT BOOK.53, PAGE 57, OF THiE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, 7 ANqD THE EAST 42 FEET OF T'HE SOUTH 176 FEET OF TR'ACT A, "HERCULES INDUSTRIAL PARK" AND THiE EAST 100 FEET OF THE:;iWEST 275 FEET OF THiE SOUTH 176 FEET OF THE, SOUTHEAST Y4 OF TRI,ACT A, "HERCULES INDUST PNIAL PARK ", ACCORDING TO) THE MAP OR PLAT THE-REPF, AS RECORD. -D IN PLAT BOOK 53, PAGE 57, OF THE PUBL'C RECORDS Oir- PItNELLAS COUNTY, FLORIDA. AND TO)G':-TH,'i:-_,'R WITH A PORTION C,,,--- VACATEED OVER! EA S ET PER - TFR:E__ OR 4905, PG 1V 0.,Wnc; Data: 10.04.05 Drawn; TS 11hecked: AA 1. A J CCVERf4 "INVESTIGATE BEFORE YOU EXCAVATE" CALL SUNSHINE @ 1-800-432-4770 FL. STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. NOTE 1 2 3 4 5 6 DESCRIPTION.- (AS FURNISHED) LO)T 40, "HERCULES INDUSTRIAL PARK", ACCORDING TO THE MAP OR PLAT 'THEREOF, AS RECORDED IN PLAT BOOK.53, PAGE 57, OF THiE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, 7 ANqD THE EAST 42 FEET OF T'HE SOUTH 176 FEET OF TR'ACT A, "HERCULES INDUSTRIAL PARK" AND THiE EAST 100 FEET OF THE:;iWEST 275 FEET OF THiE SOUTH 176 FEET OF THE, SOUTHEAST Y4 OF TRI,ACT A, "HERCULES INDUST PNIAL PARK ", ACCORDING TO) THE MAP OR PLAT THE-REPF, AS RECORD. -D IN PLAT BOOK 53, PAGE 57, OF THE PUBL'C RECORDS Oir- PItNELLAS COUNTY, FLORIDA. AND TO)G':-TH,'i:-_,'R WITH A PORTION C,,,--- VACATEED OVER! EA S ET PER - TFR:E__ OR 4905, PG 1V 0.,Wnc; Data: 10.04.05 Drawn; TS 11hecked: AA CCVERf4 S:HILEET KZA Pro!. No.: Owner Pro;. No'.. NA Scale: NTS She at No. BOUNDARY, TOPOGRAPHIC & TREE SURVEY LOT Im nt HERCULES MDUU.T�1 rPAJCKT f% PINELLAS MOM, FLM70A. i SEC. �12 7WP,--MS, RNG,_15.- LOT 21 C71= vmn pakp) LOT 2 , 2 c==w7= C? It= a W(p) 0(p) THIS SURVEY IS SUBECT TO MY FACTS THAT MAY BE DISCLOSED BY A FULL AND ACCURATE TRAM CAF.- EASTU&Y (Kr itaU CUTS OF— TITLE SEARCH. ALSO SUBJECT TO SETBACKS DED) M9T A EASEMENTS AND RESTRICTIONS OF RECORD. ,,lDMCRE7E CURB UNDERCROUND FOOTER, STEM WALL, AND UNDERGROUND UTILITIES ARE NOT LOCATED OR WWI ORMAW NA IM NOTES TAKE MFUCHM I f9l Y CARROLL:. STREET, NF. YWRY NAA f? A,f*Atf % 00 NOT SCALE THIS PRINT. DIMENSIONS MO MAIM W x 44 1, RVATIONEI F"ERINCET) TO M &I.IWIXI p PER KAT) "PA... T DATAM ONLY (SEE PROJCCT VENCHMRKS FOR -ASRMT T EMENT;. REFERENCE). ALL DIMENSIONS SHOWN HEREON AM IN FEET A AND DECUIALS OF FEET. _sET mAnwitrka At Awn r as N 89'20'0e —W 7 201.93' JOHISIR OZACH A ASSOCATFSS, INC. 5VRV%r.X-. 011 VEST ST� %CTL%AAA, .-_mm Z,,877 WAY (413) 854-1276 FAY, (*13) t,�r-e= Clmwrg lup'd 1 I HEREBY COMFY' THAT THIS SURVEY HAS BEERMADIS UKIER MY, RMPM59KE CHAW-M AND WXTS THE UNIVU,14 STAMARDS AS SOET FC17H !?Y lK P, "n F, PR01MCNAL LA""' -YC I- N 1: �. A ADVV4SVAIIYE OC- la ,LO A STA-,JIL% Ch-*Gd OA (PAO TAR PORTION OF VACATED OVERLEA STREET ;VW Y NOT VALID WITHOUT THE SgGNATU F ANC �:QW *f UNO)" THE CRICINAL UCERSED SURVEnM -9 OAT:. �j,0 , SlY.YT Ayl F, 2rA4 )PER OR 4995, PG 1811 J'W_ . SUBJECT TO A',DRAINAGE AND/OR UTILITY EASEMENT T BENCHMARK REFERENCE: p — 41 x �T NW CORNER OF DREW STREET HERCULES AVENUE OR O� TTAV - N 89'20'02" A . 1. W (M) pl,93' No. F-11 0 ELEVATION= 70.(02' ash x x 03' NATIONAL GECDETIC VERTICAL' DATUM 4�' DESCRIPTION' ----- ,1,4" (w/ SMOD *4 WWRTED) ----- ---------- x ar W= R= M=7= 1==l =77�1' , hg= "M 'M VV 0 FIAT —"r=. Al C=== Cl IMAT It= m VAM 131, 07 m R= U= OUX = =- V r==3 =Xfe nx=i, 4rulm Tie—V UX I= :-_r Q17 Tn =0 m = G7 T: -I= 4 eArRM X—Eft 4�03 E%I.T = P= C? "I r757 =71 " fr " F�11711 —,,7 ;r c-., et pr—Irs I== ELEVATION SHOWN HEREON REFERENCED TO 'D VZ M-) (XI MAT DZI tZ 6- Ei L',_ =0_ OZ*' '4 ; NORTH AMERICAN VERTICAL EDATUM 1988 ir,!:) CONVERSION 0.88' al- RovW UPDATE SURVEY PER VACATED RIW AND DATUM 7/21/05 08 REY PER ITE 10/4/05 80 " d W & CrUff*d Ea 125W6 0107 FQJ-k °^ —Humb., Mawr (C>- C&OULATED DATA. (D)- OCED DATA. (4)- MADUR0 DATA. (P)- PLAT DATA, i- C'MITITURT, A/C AN CONDITIONER. B/C- BACK OF ctm, 0/.. CCHORM SLAB, CH- CHORD, CHB- CHORD KANNO, CV. CHAIN JIM: Ft-SCC, Ct;iC- OMI�0�, Coy, COVERED. ZAl- E-XX OF PMl-,VF_NT, )�94'17- EASEMENT, F/C. FENCE CORNER. FCW- FOUND CONCRETE MONUMENT. Frl-ND N" 'RON ROD, FN&O- FVj'-n MAX h N�X, ITP- FOUND PNCHED P;PE, LFE- LOVEST fLOCR ELEVATION. MAS.- MASONRY- OR- C_-rCVL F-CK- .'Xr, PCF- PERMWIrUNT CONITIlq- F y4T. PRM- PERMANENT REFERENCE MONT OF WAY, It- RAMVS. 5R-5�7 �/' VIC. R� ,. CAP 44�'_ '�,'_'O- SET PAL % rASK. IBM- IE.VICRARY PENCHMARIC, ,2- U�nu=%,% FENCE, W = YAT-_R METER. '�k Y !'ECLAV_D VtATER METOL JOHISIR OZACH A ASSOCATFSS, INC. 5VRV%r.X-. 011 VEST ST� %CTL%AAA, .-_mm Z,,877 WAY (413) 854-1276 FAY, (*13) t,�r-e= Clmwrg lup'd 1 I HEREBY COMFY' THAT THIS SURVEY HAS BEERMADIS UKIER MY, RMPM59KE CHAW-M AND WXTS THE UNIVU,14 STAMARDS AS SOET FC17H !?Y lK P, "n F, PR01MCNAL LA""' -YC I- N 1: �. A ADVV4SVAIIYE OC- la ,LO A STA-,JIL% Ch-*Gd OA $QW0111 NOT VALID WITHOUT THE SgGNATU F ANC �:QW *f UNO)" THE CRICINAL UCERSED SURVEnM -9 OAT:. �j,0 , SlY.YT Ayl F, 2rA4 E ua I co 7 I 0 V, N! S! :iE_ 1\0 I-ES 1 � j I I 0Tr_S GEINNIIERAL U��LITY N IL 11. ALL UNDERGROUND UTILITIES WITHIN PAVEMENT MUST BE INSTALLED BEFORE ROADWAY BASE AND SUBSURFACE COURSES AR!-:' CICNSTRUCTED. 12. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO, 7-c-'r,-) (I c-'%). 13. ALL WATER MAINS SHALL BE DUCTILE IRON UNLESS OTHERWISE SPECIFIED. WATER MAINS SHALL CONFOR7,1 TO AWWA C 151/A211.51. PIPE SHALL BE F1,JRN!S:-_-D IN 18 OR 20- FOOT LAYING LENGTHS. PIPE SHALL BE LINED `1117-11 A STANDARD THICKNESS CEMENT MORTAR LINING AND SEAL COATED IN ACCCRDIANCE k6`,TX, THIE LATEST EDITION OF JA1V;,'A C 104-1A21.4. PIPE TH!-_KNESS CILk3S SHALL, ELE CLASS 50 UNLESS OTHERWISE SPEC'!RED. ALL JOINTS SHALL BE IN ACCORDANCE WiTlt-! THE LA; EST EDITION OF ANSI/N;rT-,?A C 111/A21-11- 14, THE CONTRACTOR SHAL' t P` `RFORM AN INFILTRAT!OV1./EXFILTRATION TEST ON ALL GRAVITY SEWERS AND A PRESSURE TEST ON ALL FORCE MAINS (AS APPLICABLE) IN ACCORDANCE I - 'ATIONS. THE SCXIEDULING , COORDINATION, AND NOTIFICATION TO PINELLAS COUNTY REGUL TO ALL Pt'vRTIES IS THE CONTRACTOR'S RESPONSIBILITY. 15. ALL CRO.SS!NGS TO CONFORM TO FAC 62-555.311. (SEE WEALTH DEPARTMENT RULE THIS 16. A MINIMUM 10-FCOT HORIZONTAL SEPk-rV- N' SHR-1- E-E MAINTAINED BE7Vy'EEN ANY 7-PT_ OF SEWER AND WATER' MAIN IN PARALLEL INS V` L' 1:,C",.5 W'.-1EN0VZ'R PFCX_Z'1S3LC- IN CASES WHERE 7 IS NOT POSSIBLE TO MAIN",-AIN. A 10-FOOT HORIZONTA° _ SE?ARATION, THE WATER MAIN MUST BE LAID ",' A SEPARATE TRE,\iCrl CR ON AN UND;S7."RB,,7_D SHELF LOCATED ON ONE SIDE OF THE SZ�ER OR FORCE MAIN AT SUCH AX ELEVA-liON THAT �7 ABOVE THE BOTTOM OF THE �VIATEER MAIN IS Air LIN37 13 INCHES A OV_ TXE TO' OF THE E -R. WHERE IT IS NOT POSS!3LE TO VA!NTtu1N A VERTICAL DISTANCE OF 1C, INC -ES IN PARALLEL INSTALLATIONS, THE V,.`ATE-_R MAIN SHA!-L BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE: MAIN SHALL BE CONS TRUCTE`L, OF DIP iAfl,'\_RLE IN THE SlE PROPOSED) 'A`7H A I-KCAL DISTANCE 0 W!IN1',V1,.JM VER7 F 6 ¢XCH'ZS, T��E� `N'ATER MAIN SHOULD BE ABOVE THE SEWER. JOINTS CN THE 'i'Y'ATER MAIN BE LOCATED AS FAR FROIA JOINTS ON THE: SEWER OR FORCE MAIN (STAGGERED JOINTS). 17. ALL WATER MAIN JOINTS SHALL BE RESTRAIN' 7D jCINTS 't7HERE APPLICAELE: AND SHALL CONFORM TO PINELLAS COUNTY SPECIFICATIONS AND 18. S';GN AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEF>A,1 7,,.t-"7 'N, ON S 0 7 TRANS'DOR"' T "MANUAL OF UNIFORM `RA-PRC CONTROL `74'!CES" AND "'HE FLORIDA DE'PAR7 V� NT OF 7RANS RCR7ATION'S "ROADWAY AND TRAFFIC DE'S'IGN STANDARDS" iNDEXE-S 600 THRO"GH 663 1 C. SAFE PEDESTRIAN TRAFFIC 13 TO BE MAINTAINED AT ALL TIMES. 20. ANY SIDEWALK WHICH BECOMES UNDERMINIErD MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RE'CONSTRUICTED WITHIN THREE (3) DAYS A,-T--,-R %'%P`-N 'EX;STING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO 7" HE NEAREST j04NT. 21. PLACE EXPANSION JOINT WHERE 4" AND 6" CONCRETE ABUT. 22. PLACE EXPANSION JOINT BETWEEN BACK-OF-CURB AND CONCRETE DRIVEWAY. 23. COMPACTION OF PIPE 3ACKFILL SHALL COMPLY WITH AASI-ITO T-99 (11000 24. DISTURBED AREA V-,1ITFIN R:CHT 017 'V'!AY VV1'_!_ BE COMPACTED TO 100% OF MAXIMUM DENS,TY AND SODDED. 25. DO NOT DISTURB EXISTING UN!)ERDR7AIN OR STORM SYSTEMS. IF FILTRATION BED IS DISTURBED, HIGHWAY E ME '00 FOR ASSISTANCE. CONTACT THE AREA "NSPEC-TOR WITij, IFINZ�_LAS COUNTY H WAY D PART NT AT 464-89 25. NO STOCKPILING OF MATERIAL IN ROAD'NAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB S"TE DAILY. ROADS AND SIDEWALKS TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 27. NO S7RE71 SHALL BE CLOSED WITHOUT WRITTEN PERMISSION OF PINELLAS COUNTY TRAFFIC DIVISION, AT LEAST 48 HOUR ADVANCE CDORDiNATi'DN IS REQUi RED. I - 23. ALL DUCTILE IRON PIPE k0 7-77NGS SHALL BE WRAPPED IN 8 MIL. POLYETHYLENE ENCASEMENT, COLOR CODED 7 10 S'-:'F-NV!CE. W_ 1. CONTRACTOR SHALL TRIM, TACK, AND MX-CH -_X1;S7!NG PAVEMENT AT 'LOCATIONS "'HERE NEW PiWEMENT MEETS EXISTING PAVEMENT. 2. ALL ELEVATIONS REFER TO NATIONAL G,-_^DE71C DATUM 1920. 'ELEVATIONS SPI.CANN HEREON REFERENCED TO NAVD CONNE.RS?CN = 0.83 3. ANY RELOCATION OR MCDIF"CATION OFF PROPOSED STORM SEWER SYSTEM S"ALL NCIT BE MADE ),717POUT THE APPRO -L OF THE ENG!NEER OF RECORD. I _ C\/A I THE 4. DRAINAGE SHALL BE MNNTAINED DURING CONSTRUCTION. 5. DRA!NAGE STRUCTURES, MANHOLES, INLETS AND JUNCTION BOXES SHALL CONFORM WITH P:N--LLAS COUNTY DES!CN STAXD LR AND S`EC I7 rC, A T IONS. 6. CONSTRUCTION W!TH!N EX!STAC R1GIITS-C_F-VhA\Y SHALL NOT SE PERF07%_1ED PROR TO RECEIPT OF REQUIRED PERMITS AND AUT- ORIZATIONS. 7. ALL UNPAVED AREAS DISTURB DURING CONSTRUCTION SHALL BE GRASSED AND MULCHED UNLESS CTHZRN�gSEC SHOWN CN FF' ANS C,--, DETAILS. S. ALL BArXFILL OVER STORM SE`4!,17R 0 !PE THAT !S TO 37- INSTALLED UINDEER ROADWAYS OR V,.'ITHIN THE EVEIANKIVIENT, ETC., OF TH,7_ RICADWAY IS TO BE COMPACTED TO 1OC7 CE IMAXI!0UM, DENSITY AS DE`7_:,_"11A!,NED-. By ,;\!3i-jT T-99 PER FLO'!,,NA DE:_PA,1R7V,7NT OF TRANISPCPTATION SPECIE ?CATIONS, SECTION 12S.8.3, 11391 EDITiON (op, LA, EST EDITION). 9. ALL CONSTRUCTION LAYOUT AND STAK!,NG IS TC 2: PERFORMED UNDER THE DIRECTION OF A FLORIDA REGISTERED LAND SURVEYOR. 10. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAIDS I EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. .1. 1 AND CONSTRIU070" fy',UST CONFORMt TO !V�N!I`PJIM STAN."DARDS S___r FC'1:1-7_! I AL' DES!GN IN CO1_!N1_rY 1_,\N_) ZC11%,!Nc AND/Cp F-ELJ`=_) i-vx:-, }i�lNIMU'Ml TESTING FREQUENCY REQUIREMENTS. 2. ALL RIGHT-OF-WAY INSTALLATIONS MUST COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE. 3. IN AREAS WHERE FILL MATERIAL IS REQUIRED, THE EXISTING VEGETATION AND ROOTS SHALL BE REMOVED PRIOR TO PLACING ANY FILL MATERIAL. THE FILL SHALL BE PLACED IN LIFTS NO GREATER THAN 12 INCHES AS MEASURED LOOSE, AND COMPACTED TO A UNIFORM DENSITY ASTM D698. THE MATERIAL SHALL BE COMPACTED AT A MOISTURE CONTENT PERMITTING THE SPECIFIED COMPACTION. THE FILL SHALL BE TESTED BY AN INDEPENDENT TESTING LABORATORY AND THE RESULTS SUPPLIED TO THE ENGINEER. 4. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY ON ANY CONFLICTS ARISING- DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH THE ENGINEER FOR MAKING ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS. HOWEVER, THIS IN NO WAY RELIEVES THE CONTRACTOR OF HIS RESPONSIBILITY FOR CONSTRUCTING THE PROJECT TO ACCOMPLISH THE INTENT OF THE PLANS. 5. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING BEFORE COMMENCING CONSTRUCTION UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. 6. 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, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. 7. CONTRACTOR SHALL SPRINKLE OR OTHERWISE APPLY WATER TO AFFECTED CONSTRUCTION AREA TO CONTROL BOTH SIGNIFICANT WIND EROSION OR FUGITIVE DUST. S. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. PORTL/VND CEMENT' SHALL CONFORM TO ASTM 0150, AGGREGATE SHALL CONFORM TO ASTM C33. 0RE FAFRIC SHALL CONFORM TO AS iv! A105. READY MIXED CliNCRRETE SHALL CONFORM, 70 ASTM 0-04. SIX -INCH (151") NiESH, 10-GRUGE WIRE FABRIC SHALL PE USED IN,' S"j\BS SIX-INCH (6") THICK. SUBSURFACE SHALL BE FREE FROM TROWEL OR MACHINE MARKS. SURFACE VARIATIONS SHALL NOT EXCEED 1/4 INCH UNDER TEN-FOOT (10') STRAIGHT EDGE. 9. SAW CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB. 10. P I :CE EXPANSION JOINTS WHERE SIDEWALKS ABUT CONCRETE CURB. I ==114141MMITM1111MAL � N' RUI E_ x 00 Ei > Z, LO J CO 0 E--i LO <1 Lo E--i 0 I ti ti lP Aa 0- �D 0 ___4 6j < LLJ Z 0 tb - LL1 -LLi 3 , 7 �! --I 0 i 0 D_ V) 7- M 0 M • • of 62-555.314 Location of Public Water System Mains. S _P J 2006 For the purpose of this section, the phrase "water mains" shall mean mains, including treatment plant process piping, conveying L--,� either raw, partially treated, or finished drinking water; fire hydrant leads; and service lines that are under the control of a public water system and that have an inside diameter of three inches or greater. (1) Horizontal Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, Reclaimed Water Pipelines, and On-Site Sewage Treatment and Disposal Systems. < 0 (a) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet between the outside of the water and the outside of any existing or proposed storm sewer, stormwater force main, or pipeline conveying reclaimed water regulated under Part III of Chapter main 62-610, F.A.C. (b) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least three feet, and preferably ten feet, between the outside of the water main and the outside of any existing or proposed vacuum-type sanitary sewer. (c) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least six feet, and preferably ten feet, between the outside of the water main and the outside of any existing or proposed gravity- or pressure-type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part III of Chapter 62-610, F.A.C. The minimum horizontal separation distance between water mains and gravity-type sanitary sewers shall be reduced to three feet where the bottom of the water main is laid at least six inches above the top of the sewer. 0 (d) New or relocated, underground water mains shall be laid to provide a horizontal distance of at least ten feet between the Z � < outside of the water main and all parts of any existing or proposed "on-site sewage treatment and disposal system" as defined in < W Section 381.0065(2), F.S., and Rule 64E-6.002, F.A.C. M 0 (2) Vertical Separation Between Underground Water Mains and Sanitary or Storm Sewers, Wastewater or Stormwater Force Mains, and Reclaimed Water Pipelines. o < Z L� (a) New or relocated, underground water mains crossing any exilsting or proposed gravity- or vacuum-type sanitary sewer or 00 storm sewer shall be laid so the outside of the water main Is at least six Inches, and preferably 12 inches, above or at least 12 inches Ld U)<U Ld below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. Z (b) New or relocated, underground water mains crossing any exiisting or proposed pressure-type sanitary sewer, wastewater or Ld 0 _J 0 Z stormwater force main, or pipeline conveying reclaimed water shiall be laid so the outside of the water main is at least 12 inches ZU) LLJ Lj D M above or below the outside of the other pipeline. However, it is preferable to lay the water main above the other pipeline. (n now ::3 M X (c) At the utility crossings described in paragraphs (a) and (b) above, one full length of water main pipe shall be cent-eired, c'-cve > Cn or below the other pipeline so the water main Joints will be as fair as possible from the other pipeline. Alternatively, at such. oFw Z Cr crossings, the pipes shall be arranged 3o that all water mein Joints are at least three feet from c1l joints in vacuurn-t� - � san'111-ary, sewers, storm sewers, stormwater force mains, or pipelines conveying reclaimed water regulated under Part III of "hap-er 62-610, F.A.C., and at least six feet from c!l jo!nts in gravity- or pressure-type sonlrtcry Sewers, was- ewa-eir force mains, or pipe;fnes s conveying reclaimed water not reou'ated under Par,', HI of 6hcpter 62-610, F.A.C. (3) Separation Between Water Ma Ins cnd Sanitary or Storm Sevier Manholes. (a) No water main shall pass through, or come into contact wit.-h, any part of a sanitary se�%,er manhole. (b) Effective August 23, 2003, water mains &hall not be constructed or altered to pass through, or come into contact with, any L L part of a storm sewer manhole or inlet stru-,-.ure. Yv'here it is not technically feasible or economically sensible to comply with this requirement (i.e., where there is a conflict in the routing of c! Y,-,ater main and a storm sewer and Mhere alternative routing of the I water main or the storm sewer is not technically f*eos*�!ez, or is not economically sensible), the Department Shall allow exceptions to this requirement (i.e., the Department shall allow construct*,on of conflict manholes), but suppliers of water or perSO-3 proposing to construct conflict manholes must first obtain c soecific Permit from the Department in accor chapter and I dcnce with Poirt". V of thIs must provide in the preliminary design report or drawings, specIll'i'lcations, and design data accompanying their permit application the following information: 1. Technical or economic justification for each conf!lcl. m.cnhole. 2. A statement identifying the party r, ,)onslble for maintc'nrig each conflict manhole. 3. Assurance of compliance vdtlh the d-es; c n d construction r&qulrements in sub- subparcorcp'ns a. th,rouch dl. below. a. Each water main passing through a conflict manhole s"�dll have a flexible, watertight joint on each side of the manhole to L cccornrnodate differential set'_'Ino beween the mc,n and thie manhole. b. �Ylthin each conflict mcnho% the water :main passr*ng through the manhole shall be installed in c watertight casing pipe having high impact strength (ie., having on impact strength at least equal to that of 0,25- inch - th lelk ductile iron pipe). c. Each conflict manhole shall nave on access opening, c..,-id shaill be sized, to allow for easy cleu)I'nq of the manhole. d. Crc•!ncs shall be installed at a![ storm sewer inlets upstream of each conflict manhole t to prever,,t large objects from entering 1, -he manhole. (4) Separation Between Fire Hydrant Drains and Sanitary or Storrm Sewers, Wastewater or Stornriwoter 1:crce Mains, P11."c!cIrned 71cter Pipelines, and On-Site Sewage Treatment. and [Disposal Systems. New or relocated fire hydrants with underground drains shall be located so that the drains are at lesast three feet from any existing or propose-1 storm sewer, stormwater force morn, or pl °peline conveying reclaimed water regulated and -_r Part III of Chapter 62-6I0, F.A.C.; at least -three feet, and prefercYy ten foot., lFrorn any existing or proposed vacvumn-t. 7_e sanitary sewer; at least six feet, and -.)refe,-cb!y ten feet, 'L. 1. from any 1 ex:s,.�ng or proposed gravity- or pressure t%oe sanitary saw( -_, wastewater force main, or pitp-e-na conveying reclaimed water not ,. recu!cted :nder Part III of ChcpIl-er 62-510, F.A.C.; and a' least. ten feet from any existing or proposed "on-sit- z-:,evicca treatment and disposal sys,`.s-rn" as defined, In Section IS., amd Rule 64E-6.002, F.A.C. (5) Exceptions. Where it is not technically feasible or eo-onornicafly sensible to comply with the requirements !n subsection (1) or (2) above, the Department shall allow except-1--ris to these req,,_:`,raments if suppliers of water or construction permit applicants provide technical or economic justlflcc'.cn for each except-I.cr cnid provide alternative construction fectures that c' -ford a similar level of reliability and public health protection. Acceptably: cl`ern,ct*fve construction features include the following: (a) Where on underground water main is being laid less t-4hcri Lnie required minimum horizontal distance from ono' -her pipeline and where on under-round water main Is crossing another plpe','41ne and joints in the water main are being located !es t n I hc th e required minimum distance from Jo1'n.s in the o`,-her p1pel,"ne: 1. Use of pressure-rated pipe conforming to tl'ie Amer!ccn iYOrKs Association standards Incorporated into Rule 62-555.330, F.A.C., for the other pipeline if it is a gravity- ccu �,t , I- or v um--"ype pipeline; 2. Use of welded, fused, or otherwise restrained joints for either the water main or the other pipeline; or 3. Use of watertight casing pipe or concrete encasement at lea=st four inches thick for either the water main or the other pipeline. (b) Where on underground water main is being laid less than thiree feet horizontally from another pipeline and where on underground water main Is crossing another pipeline and is being laid less than the required minimum vertical distance from the other pipeline: 1. Use of pipe, or casing pipe, having high impact strength (i.e.,, having an impact strength at least equal to that of 0.25-inch-thick ductile iron pipe) or concrete encasement at letost four inches thick for the water main; and 2. Use of pipe, or casing pipe, having high impact strength (i.e.,, having an impact strength at least equal to that of 0.25-inch-thick ductile iron pipe) or concrete encasement at letast four inches thick for the other conveying wastewater or reclaimed water. x 00 Ei > Z, LO J CO 0 E--i LO <1 Lo E--i 0 I ti ti lP Aa 0- �D 0 ___4 6j < LLJ Z 0 tb - LL1 -LLi 3 , 7 �! --I 0 i 0 D_ V) 7- M 0 M • • of i < 0 t M W > - V) 0 Z W 0 Z � < < W M 0 < o < Z L� 00 Ld U)<U Ld Z Ld 0 _J 0 Z ZU) LLJ Lj D M LLJ (n now ::3 M X > Cn oFw Z Cr SHEET (c) f L "I I., U [j (DRIVEWAY PER FDOT (1) H.C. SIGN & VISIBILITY TRIANGLE FOR INDEX # 515 G-8) WHEEL STOP (TYP.) PER ROADWAY TRAFFIC (1) 24- WHITE STOP BAR (DESIGN SPEED 30 MPH) (1) R-1 (OBJECTS GREATER THAN 3- STOP SIGN LOT 21 EXISTING HYDRANT LOCATION IN HEIGHT ARE NOT PERMITTED WITHIN THE SIGHT TRIANGLES) MODIFY EXISTING PARKJ.K SAWCUT & REMOVE EXISTING 24' WIDE SLIDING GATE EI AND STRIP - E - AS-SROWN- AREA GRAPHIC SCALE CONCRETE & ASPHALT PAVEMENT (TYP) N %b� 30 0 15 30 60 2 'REET IN FM VA R CARRO' ,;,J. , kv ON 695 Wf X "'41G1, lD,%& ER PLAI) 30 ft. 1 Inch M17 e TO _-:.1z _.z �i 7' :"77 �77,777777 '-'ZZ v 7�777777�_'�7,7," 77 7 7, 77, 7 7 77, X 7 777 �nt7., k I. 17, 1/, ? mar _7v FIR - - - - - - --- - - e FE! CE VIE _E Q'N a 5 77 ,FCV4,4' 7� Rv -5 4,/;� 9 NE 4,R R 4 LdT Si Qs - , I v v 10 o pp 0- X 1 0 1 �j FIX :VENT • Czl C� LLJ to 6. iL 'LL zCa . . . . . . . < LLJ < 0 0- it FFIC I N, - - - - - - - - - - ---- - X U� 3'-0" WIDE PEDESTAN E=67. GATE -g -20 WIDE SLIDING GATE X X" minatTE FT, HIGH CHAIN VEHICLE LINK FENCE (TYP.) STORAGE Lr5 AREA AL,,HAt T • X 0 Am� I EXISTINC .'OT140 A I p,:RT11, U I 'AUTO. REPAIR SERVICE Cr i! OttE STORY TRA TRACT *A I OT MAS014RY FRAME AREA- E F, NCG"t LOT 36 ASP ALT I`.19,84 °. -82:,62' I bra I - - - - - - - - - - - - - - - - - - - --- - - -- - - - - - i lu �M;T ^175, PER JOHN R. BEACH Ld TRACT A 6 & ASSOCIATESJNC. X., FFE = 67.62 NGVD PROPOSED FFE = 68.50 NAVD BUILDING _N 1 STORY,,,,,,,,. Q a EX15STING AREA_ 3 CRU) I SHED N FFE = 67.6 cc, r t: CR SAW CUT & REMOVE EXISTING ASP HALT FFE = 68.50 NA ASPHALT/CRUSHED CONCRETE FROM PLANTER AREA (TYP.) 1 5' LANDSCAPE X i BUFFER MID.) X % 1. NPDES NOTIFICATION ( NATIONAL POLLUTANT DISCHARGE E7L`,,VINA7ON SYSTEM) ATTENTION: THE EROSION/ SE` 11 EN rATICIN 'CCA710\3, AND DETAILS SET FORTH IN THIS TOR S ' 'ALL VA!N--'-A!N A 7 1 CAL CONTRAC EE-QU11-REM" MEET TH E R I-N � S' THE FEDERAL NATIONAL POLLUTANT T t R A"I C F`1 AN V Al N F N A N C E 01 1 F I tPAiNTED TRAF FFIC ARROWS MAINTAIN THESE- CONT17' _S, OR AN ILLICIT DISCHARGE RESULTING FOR FDOT INDEX #621 HANDICAP PARKING APPRC) V L SEC, 5 3 - 2 _3 9 10 F TIT 7- IELLAS COUNTY CODE AUTHORIZES PENALTIES OF SIP 1 1 2006 TO �" 35,C,00.C'0 F/`P EACH OFFENSE. 07- PROPOSED CANOPY COLUMN IF T E MPCRARY FILL PLACEMENT IS TO TAKE PLACE DURING THE CONSTRUCTION 77= PROPOSED CURB & GUTTER Ln 7 THE EROSICN/SiEDIiMENTA75CN r,,-NTROL PLAN, AS REQUIRED FOR THE NATIONAL (FDOT TYPE 'D') POLLUTION DISCHARGE E'_WIINA 4 (NPDES) PROGRAM, MUST BE ADDRESS THESE PROJECT BOUNDARY ACTT VITfLE.S. 3. AREA TO BE REMOVED CONCRETE DRIVEWAY SHALL BE CONSTRUCTION PROCESS A DE`v�.,`ATER!NG PLAN MUST BE PROP OSED AND S'0'+ 6- THICK, 3000 PSI FIBERMESH 6' CONCRETE SIDEWALK CONCRETE W/6"x6"/10'x1O' -5 EXISTING ASPHALT /GONG AREA TO BE WELDED WIRE MESH. 4. REMOVED AND USED FOR LANDSCAPE f L "I I., U [j (DRIVEWAY PER FDOT (1) H.C. SIGN & VISIBILITY TRIANGLE FOR INDEX # 515 G-8) WHEEL STOP (TYP.) PER ROADWAY TRAFFIC (1) 24- WHITE STOP BAR (DESIGN SPEED 30 MPH) (1) R-1 (OBJECTS GREATER THAN 3- STOP SIGN LOT 21 EXISTING HYDRANT LOCATION IN HEIGHT ARE NOT PERMITTED WITHIN THE SIGHT TRIANGLES) MODIFY EXISTING PARKJ.K SAWCUT & REMOVE EXISTING 24' WIDE SLIDING GATE EI AND STRIP - E - AS-SROWN- AREA GRAPHIC SCALE CONCRETE & ASPHALT PAVEMENT (TYP) N %b� 30 0 15 30 60 2 'REET IN FM VA R CARRO' ,;,J. , kv ON 695 Wf X "'41G1, lD,%& ER PLAI) 30 ft. 1 Inch M17 e TO _-:.1z _.z �i 7' :"77 �77,777777 '-'ZZ v 7�777777�_'�7,7," 77 7 7, 77, 7 7 77, X 7 777 �nt7., k I. 17, 1/, ? mar _7v FIR - - - - - - --- - - e FE! CE VIE _E Q'N a 5 77 ,FCV4,4' 7� Rv -5 4,/;� 9 NE 4,R R 4 LdT Si Qs - , I v v 10 o pp 0- X 1 0 1 �j FIX :VENT • Czl C� LLJ to 6. iL 'LL zCa . . . . . . . < LLJ < 0 0- it FFIC I N, - - - - - - - - - - ---- - X U� 3'-0" WIDE PEDESTAN E=67. GATE -g -20 WIDE SLIDING GATE X X" minatTE FT, HIGH CHAIN VEHICLE LINK FENCE (TYP.) STORAGE Lr5 AREA AL,,HAt T • X 0 Am� I EXISTINC .'OT140 A I p,:RT11, U I 'AUTO. REPAIR SERVICE Cr i! OttE STORY TRA TRACT *A I OT MAS014RY FRAME AREA- E F, NCG"t LOT 36 ASP ALT I`.19,84 °. -82:,62' I bra I - - - - - - - - - - - - - - - - - - - --- - - -- - - - - - i lu �M;T ^175, PER JOHN R. BEACH Ld TRACT A 6 & ASSOCIATESJNC. X., FFE = 67.62 NGVD PROPOSED FFE = 68.50 NAVD BUILDING _N 1 STORY,,,,,,,,. Q a EX15STING AREA_ 3 CRU) I SHED N FFE = 67.6 cc, r t: CR SAW CUT & REMOVE EXISTING ASP HALT FFE = 68.50 NA ASPHALT/CRUSHED CONCRETE FROM PLANTER AREA (TYP.) 1 5' LANDSCAPE X i BUFFER MID.) X % 1. NPDES NOTIFICATION ( NATIONAL POLLUTANT DISCHARGE E7L`,,VINA7ON SYSTEM) ATTENTION: THE EROSION/ SE` 11 EN rATICIN 'CCA710\3, AND DETAILS SET FORTH IN THIS SITE PLAN HAVE BEEN r---V!SED BY THE PROJECT ENGINEER TO EE-QU11-REM" MEET TH E R I-N � S' THE FEDERAL NATIONAL POLLUTANT DISCHARGE E2v',1NATION F'I'STEM (NPDES) PROGRAM. FAILURE TO MAINTAIN THESE- CONT17' _S, OR AN ILLICIT DISCHARGE RESULTING FRC,V, THEIR FAILURE LIKELY RESULT IN FINE CITATIONS. SEC, 5 3 - 2 _3 9 10 F TIT 7- IELLAS COUNTY CODE AUTHORIZES PENALTIES OF TO �" 35,C,00.C'0 F/`P EACH OFFENSE. 2. IF T E MPCRARY FILL PLACEMENT IS TO TAKE PLACE DURING THE CONSTRUCTION PROCESS THESE A:--.' - -- AS V.UST SE IDENTIFIED -ON THE FINAL APPROVED SITE PLAN. 7 THE EROSICN/SiEDIiMENTA75CN r,,-NTROL PLAN, AS REQUIRED FOR THE NATIONAL POLLUTION DISCHARGE E'_WIINA 4 (NPDES) PROGRAM, MUST BE ADDRESS THESE ACTT VITfLE.S. 3. IF TEMPORARY DEWA,T ERING /,•;TIVITIES ARE TO TAKE PLACE D!Jf IN THE' CONSTRUCTION PROCESS A DE`v�.,`ATER!NG PLAN MUST BE PROP OSED AND S'0'+ "IE ON THE FINAL APPROVED S!T PLAN. 7! IS PLAN MUST SATISFY TiHE : NT S CC' THE NA TICNAI "CLL'!TION D!S`--AfRC-` ELIMINATION (NPDES) PROC-RAM. IH_ 4. IT! S R E C C MM, E_ N D ED THAT T HE GENERAL CONTIRIA (�TOR FOR THIS P_RO'1-_CT PROVIDE r A SUITABLE CN-SITE WASH DO'NN AND CONCRET, - D!-P,0SAL AREA. DISPOSAL OF CONCRETE SLURRY DIRECTLY CR iND!R'-__CTLv1 INTO P'je*_!(_' DRA"NA137- SYSTEMS IS A V!OLA70N OF THE "ILLICIT DISCHAR�_7L_ E! DEVELOPMENT CODE. SECTION 58-2-39 C!" PROVISION OF PINELLAS COUNTY LAND D EVC T! ES _ C Up TI-11E PiNELLAS COUNTY CODE AUTHO"RIZ") PPDN�A_�� tc: TO $5,000.00 FOR EACH OFFENSE. 5. THE APPLICANT SHOULD BEE ADVISED TO CONTACT THE AIR TOXICS SECTION OF THE PiXELLAS COUNTY DEPARTMi'LENT OF E-WROMENTAL MANACV.,ENT PRIOR TO INT IE RIOR RENOVATION OF DE-_seiCLITIC'N OF ON-SITE' PUiLDINGS. FOR FURTHER INFICRMATiOIN IR7_GA!-:DING THE RECIUIREMENTS OF - rl A L S P E"C ` i AL S T AN ASBESTOS SURVEY CO3,`,TA`*T i__N W' C X -EN MICHELLE LONG AT 727-434-4422 1� e. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT. TREE PROTECTION & PRESERVATION N'07E NOTE TO CONTRACTOR: TREE BARRICADE AND E'POS ON CONTROL MEASURE REQUIRED TREE BARRICADES ,IND� EROS!CN! CON-M-ZOL LVEASURES MUST REMAIN INTACT THROUGHOUT C _r.',UCT;CN. E71N,r_'ROAC!-IW!'_7NT INTO OR FAILURE TO MAINTAIN THE!, _-_ RESULT' IN ,ENFOR07_'v"S\-*r, ACTION WHICH MAY CiTA70X3 AND/OR PERMIT 7:� -A- ON AS PROVIDE-D BY CHIAP-7�77- 1656 OF TIHE PiNELLAS r.OUNTY :LANO ENT C-CDE. EXOTIC 14,1 SPECIES REMOVAL NOTE A�_!_ EEX'_' T`C SPECIES, LEE., BRAZILIAN PEPPER (SCHINUS IPUNK TRES (ME 1 - /V - EUCA QUIN QUFNERV� A), AND CHINESE TAULO`q (SAP'U'w' =31FEDRU�`V.1) MUST BE REMOVSDA'_'� A CONDITiON OF _cI*,,-_P* DEVELOPM,N W° �ZRE NECESSARY DUE TO THEIR PROXIMITY TO D F:q ANT MATERIAL, HAND FREVOVA! ',WILL BE REQUIRED. SHOULD j PROTECT -OULD THIS �_7'W'OVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION CI"'A;ED, THE AREA MUST BE RESTABILIZED WITH SUITABLE MATERIAL. N, GENERAL NOTES: 1. OWNER/ DEVELOPER CLEARWATER TOWING SERVICES, INC. -7 1955 CARROLL STREET CLEAR WATER, FL 33765 z 2. ENGINEER/LANDSCAPE ARCHITECT: KEITH ZAYAC & ASSOCIATES, Inc. 701 ENTERPRISE ROAD r--"., SUITE 404 SAFETY HARBOR FL. 3��-3935 (727) 793-9388 Bus (727) 793-9855 Fax > 3. SITE ADDRESS: 1955 CARROLL STREET CLEARWATER, FLORIDA PARCEL ID: 12/29/15/33250/000/4000 33765 14 Lo Z C Z�_ 0, w Co 4. SURROUNDING ZONING: C) Z Co P-4 NORTH: M-1 SOUTH: M-1 2 EAST: M-1 E-1 WEST. M-1 0 U_ ul l < 5. ACCORDING TO F.I.R.M COMMUNITY PANEL #12103CO107H THE SITE IS LOCATED IN FLOOD ZONE 'Y' 6. PRESENT USE AUTO PLACEMENT TOWING SERVICE 7. DEVELOPED USE AUTO PLACEMENT/TOWING SERVICE 8. GROSS SITE AREA 40,669.27 SF 0.9 AC 9. SITE AREAS o EXISTING: PROPOS":`: A. TOT..'-",L SITE AREA 40,669.27 SF (0.93 AC) 4-0,66� (0.0-3 AC) q B. TOTAL OPEN SPACE 0 2,711 Z h C. BUILDING FOOTPRINT 4,833.98 SF (0.11 ISR) C.77 E D SIDEWALK/DECK/PAVED h"A: SF E. TOTAL IMPERVIOUS AREA 410 Z_ t .,65T.27 SF (I ISR) 37,958.0,21 S7 (0.93 ISR) F. PARKING SPACES 6 SPACE-3 10 S P i- " C .S ?, L E--1 G. VEHICULAR AREA 35,211.75 SF 28,811.4-6 SF L:L4 II 4 10. BUILDING HEIGHT: 18.00 FT. po 11. ALL MECHANICAL EQUIPMENT SHALL SE SCREENED IN! ACCORDANCE 0 WITH PINELLAS COUNTY z < ji, 12, PARKING REQUIRED kc) 1 q 0 ONE SPACE PER 250 S.F. OF C77!C'--- FLOOR A-?'-:-A-!-r-)NE SPACE SERVICE" s'AY a to -S (500 SF FLOOR AREA) (21L )- ( SPACESIX ERVICE SAYS) PARKING PROVIDED _T 6 SPACES STANDARD PARKING SPACES = 9 SPACES HANDICAP PARKING SPACES TOTAL PARKING SPACES PROV!77' rj '_3pAv,2E_",S 0 01 13, NPDES NOTIFICATION (NATIONAL I ',-IJ'7AN T ;'A 0 z il 0 H DISCHARGE ELIMINATION SYSTEN' _N 0N: SEDIMENTATION LOCATIONS AND TAILS SET FOR.-F-1 !N THIS SITE PLAN HAVE BEEN DEVISED 0 R 0, -'c-- C - �4- E `13 1 E E R TO MEET THE REQUIREMENTS OF 7r' NA__,I0NA'_ IF'OLLUTANT Of _tj W1 DISCHARGE ELIMINATION SYSTEM, PRO�CRA\N4. FAILURE TO MAINTAIN THESE CONTROLS, OR _107 RESULTING FROM THEIR FAILURE VVILL LIKE-!2, -'-SULT IN F,NE CITATIONS. I (o C� C� Uj SEC. 58-239 OF Tt-',-- ANEL'_AS CCNUNTY CODE AUTHORIZES Pr---NALT!--S < OF UP TO FOR TA1_,H C77ENSE. C) 0 0 14, PER PIN_7',_.'_AS CC1,J1N7,Y C)RD!NANCE 86-43 AN NiaACT FEE C`F ,2,232.00 P-TR z 1,000 SF OF FL OOR, AR'Z-A SHA!-L BE CHAR ED (3,4S5.75 SiF/',00,D co < LU cli 0 C7) 15. CONSTRUCTION FQ'1.)IF),,ME"Nt IS NOT ALLOWED ON SITE. UNT" 7 IT 'HiAiBITAT C1 L11 F MANAGEMENT AND LAN.)SCAPE PERN,41T IS IN H!AND. 2- L, Co Z < (v/. > 16. THE APLiCANT IS ADVISED TO CCN"r*ACT THE AIR TCX!CS : w SECTION OF THE PINELLAS COUNTY DEPAP'l-MENT OF q % :Z\ 0- 2 ujw i 4 V, ENVIRONMENTAL MANAGE.Vi7N,7 PRIOR TO ANY DE" OLI 7ON Uj N; "I OR INTFERIOR RENOVATIOIN! OF PLEAS CONTAC-i- L ENV1rR',ONi,V,E__r1AL SPECIALIST M11CHELLE LONG AT 4 S 4 - 4, 1122'. C; 17. CONTRA"'NITC;R SHALL RF-%!,.,CVZ PAVEMENT %,1j1!T "!N R-0-W AS SHO�tv`N SHEET p AND R'E_PLACE_ \VFf_H SOIL. OF - -------- - MATCH EXISTING LINE AND GRADE AT THE DRIVEWAYS GRAPHIC SCALE 20 0 10 20 40 IN FEET PACT A L 'jl-": 'j-[r Nf, r,rrlt I ,.. % ,_w1 1 inch = 20 ft ter. ull SIR 9 2 0"l ON OF N/A rl A T E 7) I/F R IL -;-7 A. STPEF--f 9`1 F G S 1 OVEPHEAD UBJECT TO A 'i lf�AIN,%G 31 LITL, 1 02 V- -Allr/0-P UTLIY EIASEME�47 -T- 5 ♦ ol� o KSTING DITC" REMAIN I N FINALADMIN. -- I SITE PLAN APPROVAL SEP i 12006 SPk,'ING OF POSTS FILTER FABRIC TO BE 6-10 FEET APART MATERIAL 7 7N' 17 7=7 IJ7- 4N, U"-j 2' MIN, FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6-INCH (MAX) MESH VlRE SCREEN WHICH HAS BACKFILLED TRENCH BEEN FASTENED TO THE POSTS FILTER FABRIC MATERIAL SECURELY FASTENED TO THE ATTACHING TWO SILT FENCES POSTS OR IF USED THE WIRE MESH E13 Lz APPROXIMATELY 8 INCHES OF FILTER PLACE THE END FABRIC MATERIAL POST OF THE MUST EXTEND INTO SECOND FENCE A TRENCH AND BE INSIDE 7?-',E S�-D ANCHORED WITH POST 7."HE COMPACTED BACKFILL MATERIAL FIRST F�-N- WOOD OR ROTATE 907-1 STEEL POST -DS7S-AT LEAST .-:S0 DEGREH-S IN RUNOFF Lt 'T A CLCC"','giS"' CrRTE IA A TGHT 7 A ' S -� L ITH TH.E A DEIC MATEMAL 10 !NCHES DIRECT ON OF Rl-',,\'Oir'F WATERS APPROXIMATE DRIVE BOTH "r-!NCH BY POSTS ABOUT 10 4-INCH 17, ENCH -------- IN THE CHES GROUND AND AIRY FLA �4 Lo OF <:c OF ; s _Z� Cr to � IN � aZ!: | /�^\ �_�` �~ ^ ' ' /�- | _. � _ �� ==�__�~�^�~�.�`~____~^~_^_________�_____________�________ _�__�_______ __��__�___��___ ____________ __ ___�_____ _ ____ __���__ �______�___________ __~__~, _,_,_ __,_`^^^~_�^~_~~,_^.~~~�^=^�°�,~,^.,�^^=^��=^,==`===�""====�== rz�r�m��z�s���`�x� ,���� � �� l �� �- � �� � ' ^ _`' ^"�-�� �-u�]r���. '���- ��,^ � / ID���������� ����� ^~~ ~ . . _~^ = � `���� ~~ ^^ ~���-`^~~~�) �� L � ��LA� �LT \ � E INSTALLED | �gD��NS L � HE P� � �E �R � FTHA E�E _ T � - ----- T ��OCK '_ L[�YT N��� ABEUS � [YD D �D !T 5 � � � � � � '�L � �� L� ~� �� ^.` � F_ 1�yl A PLANT'S GROWTH HABIT MUST BE CONSIDERED IN ADVANCE OF CONFUOTS THAT MIGHT BE CREATED (E.G. VIEWS, S|GNAGE. OVERHEAD POWER L|NE�. L|GH�NG, � PAINTED TRAFFIC ARROWS C|R��L�OO�� TREE� ��' NOT BE PLACED WHERE THEY INTERFERE WITH S�E DRAINAGE, SUBSURFACE UTILITIES, OR OVERHEAD DTIUTY LINES, OR WHERE THEY I I HANDICAP PARKING WILL R��0gE FREQUENT PRUNING |N ORDER T0 A\�!� INTERFERENCE WITH OVERHEAD POWER LINES. ! Ar *9 & 70 PROJECT BOUNDARY A� LANDSCAPE MATERIALS MUST BE INSTALLED IN A RECOGNIZED HORTICULTURAL --' � 0 00RRE[� kV�NER. ATA N|W|MUM' THE FOLLOWING INSTALLATION REQUIREMENTS HEIGHT MUST BE MET. ci� uuu:H �^ pnow slsws * EXISTING ASPHALT/CONC AREA TO BE ALL LANDSCAPE AREAS MUST BE MULCHED UNLESS VEGETATIVE COVER IS ALREADY ESTABUSHED, o^ MULCH LAYER (2) TREE3AND SHRU�S USED IN BUFFERS MUST BE PLANTED IN 4 MINIMUM WIDTH /�X�. OF 5'x1o' IN SIZE, IN NO CASE MAY THE PLANTING AREA BE LESS THAN 50 S.F. FsRnUzsn TABLETS AS ¢A ALL LANDSCAPED AREAS MUST BE PROVIDED PROTECTION FROM I ypso|nco� p�xc�ow|rox�c, ncpAm[Q PLANTING SOIL ENCROACHMENT DY/��TYPE OF VEHICLE. xnouwo ROOT MASS osTm��w MIDDLE AND � �A /�L REQUIRED PLANTS USED |N BUFFERS AND L�MD��\p\NQ MUST BE INSTALLED USING XER|3O/PE PRINCIPLES. XER|SCAPE PRINCIPLES INCLUDE WATER eorTnm urnuo�u�na T ON TH�OV�M �ROD�HT-TV�E��T L�NDSCHP|N(� THE USE OF -~--[msnWoUNDISTURBED S�L �ppRVpR�JE pb�NT k�T�RIL. MULCHING, AND THE REDUCTION OF TURF AREAS. NEUB|UTY TRIANSL[ FOR �V UnUTYOR DRAINAGE EASEMENTS MAY OVERLAP REQUIRED BUFFERS/ � (DESIGN ^ � OF xuu/um� ROADWAY TRAFFIC H0K[YER, NO BUFFER TREES OR SHRUBS MAY BE LOCATED IN ANY UTILITY DRAINAGE OR STREET EASEMENT OR RIGHT-OF-WAY. TO /0V|D C0NFDCTS VY�H PEED 3O MPH) - SHRU� "� O��UMDCOYER PLANTlN� DETA\L . GREATER THAN �. OVERHEAD UTILITY UNE5, ONLY TREES LESS THAN 20 FEET IN HEIGHT �T --R�7 N.T.S. `o-, | | »^""�"'" MAY BE USED DIRECTLY ADJACENT TQ AN OVERHEAD LINE. VARIANCES DR DEVIATIONS | ' y�� � IN HEIGHT ARE NOT PERMITTED FROM THE REQUIREMENTS OF THIS SUBSECTION ARE PROHIBITED, EXCEPT \VHEN' | � 00TR|N THE SIGHT TRIANGLES) INCLUDED (N AN APPROVED '' ' | | p ALTERNATE LANDSCAPE BETTERMENT pLAN ���� __�__ -,"V, ._X',: __� _�'�__ __ -_�r�� | �� ���� ----' ' - --- '� ' -�-- - ' |\ -- -- -- -- - pq SAFE SIGHT DISTANCE TRIANGLES AT INTERSECTIONS AND VEHICLE /��ua�", �n^ � �)� �� CONNECTIONS. WHERE AN ACCESS WAY INTERSECTS A RIGHT-OF-WAY OR WHEN A ,O` PROP�RTYA�UTS�OHE INTERSECTION OF TWO OR MORE RIGHTS-OF-WAY, MINIMUM `'`� ' SAFE SIGHT DISTANCE TRIANGULAR AREA MUST BE ESTABLISHED. WITHIN �H!� AH�\ _ � VEGETATION WV�� �E PLANTED AND �NN�NN�� |N A WAY THAT PROVIDES ` UNOBSTRUCTED VISIBILITY LEVEL BETWEEN 30 INCHES AND EIGHT FEET ABOVE ` � ��`�''r� '' THE OF THE R LANDSCAPING 8E LOCATED |N �r ` � , ' - ���D�[V��� ��H THE RCV��|DE RECOVERY AREA PR�@�|0N� OF THE STATE 0F 111 � . . -, =�� ���������� s�= FLORIDA �F UN|F��� W��V� _ , , �����`�=/==~ u0�v�H�� �o� Q��|�N` ��M ��W7�NAN�� �F �/R��r� ��D _ ' HIGHWAYS (FDOT GREEN BOOK) WHERE APPROPRk�E. � ' ' �W % �� +���____ ,~ Vq ��NTENA�CE 0F LANDSCAPING. THE OWNER IS RESPONSIBLE FOR .'_ ..{'� � � ° , - MAINTAINING THE REQUIRED L�ND3[��/RQ |A � H�&JHYANDV|Q�R�U� CONDITION ___ ��+__'_�_/����_�,_�� __����� _ _ , AT ALL �NES. TREE AND P/�N �Ty�|�G �UST BE R��0/ED WITHIN 12 &��TH3 - ----�-/_�.z����r� ��� �"^`^� - /-�� AFTER INSTALLATION. /&L LANDSCAPES �UST BE 'KEPT FREE OF REFUSE, DEBRIS, �� -`-���.� -- -;A ��E*3E PE3TS, �ND 9YEED�. �NG0NG H@NTE�7&�E TO P�OH|B|T THE ' ^ ' - ����� ��l��T7TTT(� ��(��TJ� ESTABLISHMENT OF PROHIBITED INVASIVE EXC�� --EO|�� |S REQUIRED. 1. � ��� �) PRUNING. VEGETATION REQUIRED BYTH7S CODE MAY ONLY BE PRUNED TO ,�� ��` PROHOTE HEALTHY UN1F0RW, NAJURAL gRO\�H QFT�E V��E��|ON (EX�EPT WHERE | _ �� NECESSARY T0 PROMOTE HEALTH, ��BT, ��� �Y�L�4R� AwD �E lN A����D�NCE ( |.�u ( �� ���� > ��H "P�WN>NQ �TN4DARD3 D �F THE NA�DyY� �RBD�|3T / � . 1 �o�� = 8� �L A�������N. T��E� �U�T NOT 8� �EY�R�� P8�NE� TD ���y��ENZ� ���%_°N `^^ ���r�� ~`~.a`�' ��� �� | . GR0Y�H ATA RBDUCED HE|�HT OR SPREAD. P��W/�� �U�T NOT |Q���FE�� �'�H -1 I �_ ___ `_ " / o} THE DESIGN INTENT 0F THE ORIGINAL |N��L�TD�N. �EV�RELY PRUKED T�EE� ���T � ` . | L_ . 8E REPLA�ED BYTHE PRO�ERTY ��NER. A PLANT'3 O�n��H Hy�� �V�T BE -� � .� . � .w� . ' . �� CONSIDERED |N A[�#��E 0F CONFLICTS WHICH �!�H� ��|�� (L�. `�BYS^ S\CY�;E. . � � ` w, U -� 0YERHE�D PD�ER UNB� L�H�N[� [%HCUL�OON, �0BKALK�. E�|LD!M�S. AKD ` | ` l ��] ����� ,' SIMILAR CONFLICTS). CrL 11, I / ^ ` �� | ' VEHICLE ' � ' ][ �� ALL EXOTIC 8pE0�� LE, BRAZILIAN TE-E9}NTH|FO�US�' / �TonxoE ' PUNK TREES ERYV�. AND CHINESE TALLOW �� � ' *Foa4 � \_' [ - 5B8FERU MUST BE REMOVED A� A CONDITION 0F 3�E D[yELOPN= �R�8E �*� �^ � .� . . � . ' NECESSARY '' DUE THEIR PROXIMITY PROTECTED PLANT hA�ER'-� `|J ' ' . �E�0A\ Y8U- BE REQURED �H0WL0 TH|� ���V\�L B� TD A �EGR` �T & I �7�� | �' ' AL� �HRUB�/8RUUND�VVER � � ' *c^�"m' � |�` � ' � . ` � �J���� ' � m� ^�� - �� �O B2 TM��N�VLA� �pA�|N� p0TENT�L R}R ER��|�N |S UR2�TED. THE ARE4 WV3T �E REST�5!.' .T� � � ' � � ~ ' �UO)y�LE NAJ�RV&. ' ' / ���»� � SEE PLANT ((l��) �P��/N$ � � . . � ���+) ` ' \ ' �uU' x°m��� `~��' ��` ' y, �� � \�~^^/ ' � � ��x ��. �� TH[�EAR� N� PRO�0SE� P�LE L0HT3 �N THIS PRC --------- ---- ---_-�-----�- p5�J�HN;����M � ' '�`7' . 11 ` '''~'�^�� ' : x�83�Cb0r�o.|w�� '`'' ������ i | ` ���l ' . ' ' FT, ! ,�� � � � �%� [� ''` �!`�` ���� ' ~) LANDSCAPE �J/�-�����^ I � | I : . �:, - - ,, - ., " � �111 i '� I . ( ` - 4,2,,t | | '� � � ` A �n Yo��m |n�ohon oym�om, thot pmv�*n 19O� oovwmge to #U pr�pnamd ����*r � � � .� plantings, will be do�c:nd and |notoUcd by the Con�outoc | .� { 11 ��W�� 2. The d / o�on Svotmn must meet or exoead oU opp|oob� County code �:�� 'p~~v � I mquin»m�nto. (i.*.' Bouk Flow Pmvnn�on, Aufomotic Rain Shutoff De�oa, etc...) ` ` ') J. ! � | -~ . I development nrder . 18" �N. SETBACK FOR SHRUBS i . . " � LO M 4�-�, . �' TIIIED AND LOOSENED NATIVE SOIL EACKFILL 5. __�-�______`-_ - ` � ' ` | � �*�� . ' &/or substitutions, must be submitted p�or to �ino! �:npoction cnd acceptance. � `�`� � � . . AS SPECIFIED. PLACE UNIFORMLY AROUND O. � � ' |� �� . . . � | � � | `�`�� I " I ,_ §_z | ^ ' \ � | | �� \ ' . � ' ' N�� �`*�u� � � ' ' ` | ���` | ' � . "��'~ ' � Y -- ' { . | IRRIGATION N!(,)71-_S __� ` - 4,2,,t 1^ A �n Yo��m |n�ohon oym�om, thot pmv�*n 19O� oovwmge to #U pr�pnamd ����*r '- plantings, will be do�c:nd and |notoUcd by the Con�outoc 11 ��W�� 2. The d / o�on Svotmn must meet or exoead oU opp|oob� County code �:�� 'p~~v I mquin»m�nto. (i.*.' Bouk Flow Pmvnn�on, Aufomotic Rain Shutoff De�oa, etc...) ` J. {ni�o5on obop dmn�ngn m/uat be ou5rnjUed and approved by the Pinellas County prior to the I development nrder . 4. Irrigation system must be inspected end uccmp�ed by County Project Manager LO M prior to inato||oboo of m�|ch. (r�gotlun musd meet oittu code omnUon 3-1203.0 2/3 OF THE DRIP LINE 2/3 OF THE DRIP LINE FOR HARDWOODS I FULL DRIP L!N-- I FULL DRIP LINE FOR PINES I FOR PINES 7�,Z-7-�,_A_7�77,'3.7 M F = ( r_,'_�. -� ') t NO lnEs SHALL BE nEHovso uNuEyn SpsonoxuLY 7xcg7-o FOR xcummL BY THE ENGINEER. 2. THE CONTRACTOR SHALL TAKIE SPECIAL CARE NOT TO D&VAGE TRBS`IHAT ARE TO REMAIN'. a. xooTa GREATER THAN 1^ DIAMETER SHALL NOT BE CUT uxLsos oTHsnwISs P,PPRcwEo BY THE ENGINEER. 4. TREE ROOTS OF 1^ DIAMETER OR LARGER THAT NEED TO BEE CUT SHALL BE CUT NsArLY n. STOCKPILED MATERIALS OR UNNECESSARY YEH|CULAR TFAF |C SHALL NOT GE ALLOWED OVER ANY TnZs nooTs aYsrcu. s. TYPE-x smRm�n on TYPE-e oxnn/n s*� as CnWsTRoorEo VeEN CALLED FOR ON pu\ws s OR as o|nscTEo BY THE sxsmsEn ' o«me/cns SHALL BE wmwTxwcu IN PLACE UNTIL REMOVAL - | IS DIRECTED BY T1-:- smn|w (c/s) ssn. --� on|P LINE ---� 7. COST or^�LTREE oAna|m\ocS SHALL BE INCLUDED IN PAY ITEM 120-1100 (GRADING). --- HARDWOODS PC 1i11 PINES / ` PLANT c���/`|�� D�T�|� /c��/�T|ON\ . `_/.',. SPACING c/�-.,./__ \.�`_`/./,�'�� N.-[S. NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED, 2, CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. l REMOVE ALL STH/NQ&/On MIRE nm*pcomcLwoTRUNK. 4. nsuoVE «u STmvs, ny?:S. nnl, &/On STmxos uysc TO uFT THE nm/owLL u REMOVE ALL ounuP &IOR mns FROM mcTOP orT*c *mK aNl n. TOP OF Ro08&l 0 BE SET c^ 8c0IN nxox sUnnoUNmMn Rw|sH GRADE. 7. svnmm^n tree vppmwtus (swkermwires) shoo be removed after one full growing x*X2*Xw ! 2*Y2*X4' CROSS MEMBER 2-2.5'DDMXL S( HEIGHT iOSS MEMBER- �� �-�� _____ ___ DFTA U ° SPREAD 1 ' 8EE8 AS DEFINED IN GRADIS AND STANDi�iDS FOR NURSERY PLANTS, VOLUME ; , � ii, FLOR,!��A DEPARTMENT OF &CR[�ULTURE. 2. CONTRACTOR SIVil LOCATE ALL UNDERGROUND UTILITIES PRIOR ���.�� 3, CONTRACTOR SMA-1. ENSURE THAT ALL TREES ARE MAINTAINED STTVAGGI+ -'.- pO.0 THROUGHOUT THE GUVRMEE PERIOD. 4, SOD SHALL 8Eb0D WITHIN 72 3OURS OF BEING CUT. THE SOD SHA.L 3E �L � F�E� � OF WEEDS AND NOXIOUS PESTS OR DISEASES. DkBSB} WITH k3" LAYER 0FSHREDDED CYPRESS VULOH, 6. PUNTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS, &(" �,J__F�111 X@T N�[ON8 3P�|RQ0 AT THE =�����'S �P�SE. 7. TREES PROPOSED FOR |N��l�DA MUST NOT CONFLICT WITH UTILITY ����' STRUCTURES, EASEMENTS, OR OTHER AREAS WHICH MAY REQUIRE EXCAVWE0� !] 787 r,_V--_�� OF SYSTEM GNLURE. 8. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PRDPQSD PLAXT[� �ATER|A� WITH RE T0 PH, SOIL TEXTURE' SOIL STRUCTURE, AMD � SEASONAL HIGH WATER TABLE. ,V A - � IRRIGATION N!(,)71-_S - 4,2,,t 1^ A �n Yo��m |n�ohon oym�om, thot pmv�*n 19O� oovwmge to #U pr�pnamd ����*r plantings, will be do�c:nd and |notoUcd by the Con�outoc 11 ��W�� 2. The d / o�on Svotmn must meet or exoead oU opp|oob� County code �:�� 'p~~v I mquin»m�nto. (i.*.' Bouk Flow Pmvnn�on, Aufomotic Rain Shutoff De�oa, etc...) ` J. {ni�o5on obop dmn�ngn m/uat be ou5rnjUed and approved by the Pinellas County prior to the I development nrder . 4. Irrigation system must be inspected end uccmp�ed by County Project Manager TRUNK MULCH 3' FROM prior to inato||oboo of m�|ch. (r�gotlun musd meet oittu code omnUon 3-1203.0 MULCH 3" DEPTH to provide 1r10,% nnvercgT' and inn|udn n rn�o oonyor and timer. TIIIED AND LOOSENED NATIVE SOIL EACKFILL 5. Irrigation as-built dronings, which accurately and o}aor{y ld-ntifY all modifications &/or substitutions, must be submitted p�or to �ino! �:npoction cnd acceptance. FERTILIZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND O. The existing 5/8" water onoter will be ut!Uzad for �h�x rdgotb S| n staon ROOT MASS BETWEEN I " I ,_ §_z ���k����''`'^ 7. The Landscape Contractor must uoordino� �ho p|000mon� and po�ar a:pp� for the '` UNDISTURBED SOIL irrigation control tirn/er with t� nnero\ Oontrootor. 11-2'X4' STAKE wl t6NG 8, The following irrigation oymtem onmp' |H n utilized, pr each mcnuooturorn' n TAPER MIN. m INTO UNDISTURBED specifications. SOIL 1 Toro-Netofirn TechLioe 'S-_!f C|eon|ng' Preaou re- Compensating Emitter Line OF THE ROOTBALL HAR0E - Roind4 c �cu.-Ton Outdoor Contro| Timer Riohdo|o - 214; ' :~ Bootric Valve Amt*c - 10" R d Valve Bc«' 9. Shallow wells, open surface water bodies, or reclaimed water must be used on o source of Irrigation : on not The disthbuU system �tem � irrigation must be connected to county or munlclpo| water aoumno, unless it can be demonstrated ihoi .n000 uoumno are not ovo\|oble. 10. |nigoUon systems must ub'ize |ow vo|umo design such as low trajectory heads or nonknro hoses to provide diroot opp4lioutinn and low evaporation. Systems that over spray areas thot do not require inigoUuu' such oo paved umoo will not be uocaptob!a. High |rdgot�,on need orooa must not over spray low need or000. 11. High-notor demand landscape areas such on turf must be served by o nepomio irrigation zone than low water need onaum, xuoh p|onter boda, or mu|ohnd orwoo with trees. In no case, nhoU any p|on11ed vegetation area b� mom �hon 50' from o «obar supply 'rose. 12. Automatic lrrigobnn systems must be vpnmtm1 by o |�qoOon controller cnocbo of d�enanUoOng between the schedules of Noh and bn water demand omoa. ContpcUem muat have multiple oyo|a start capacity and o flexible uo|end' programs o|e to be set to comply with |ono| or *otar moncgement district imposed resthctonm. 13. Automo5o ;niycOun systems must be equipped with u rain sensor device or nni'ch nh|oh niU override the |nigoUon cycle of the sprinkler system when odeguoty roinfoU hoy occurred. 14. Per 'the new Florida bui|ding Code all irrigation lines and heads must be mointoinod at o minimum distance of one foot oxoy from oU structures, SHRUBS AND TREES /#| trees ^and shrubs ohoU be fertilized with ^Anhforrn" 20-15-5 planting tob|eto at time of inotoUotion and Prior to completion of pit bookf3Ung� Tablets oho|| be placed uniformly around the root rnooa at o depth �hot !a bwh*een tho rn[dd|e ond bo�unn of the ruot rnoaa. APPL|C/T/&]N RATE: 1 Callon con: 1 - 21 gnorn tablet 3 Galion can: 2 - 21 gnorn tablets 5 Callon can: 3 - 21 gram tablets 7 Gallon oon: 4 - 21 gram tablets Trees:: 3 - 21 gram tablets each 1/2" of caliper Po\rnS: 7 - 21 gram tablets �ROUNOCOYE� ARE/� All groundcover areas nhoU receive fertilization with "Ozrnocntn^ time release fertilizer om per manufacturer's Specifications. � - 11 I 11 I Ii 11 �i W �� 0� � I �' ;-i T I 11 I I C9 11 L-11 Fp 'ZP I " I ,_ Z GJ UD D (/) SHEET �� r".1