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FLD2002-10037 Purchase Price of Land 29-16-17-00000-130-0500 29-16-17-00000-130-0410 29-16-17-00000-130-0300 . Hooter's Corporate Offices Anticipated Value $400,000.00 $112,500.00 $112,500.00 . Construction Costs 30,000 Sq. Ft. at $100.00 per Sq. Ft. $3,000,000.00 Total Anticipated Value $3,625,000.00 29-16-17-00000-130-0500 29-16-17-00000-130-0410 26-16-17-00000-130-0300 Existing Value $111,900.00 $ 98,900.00 $ 53,400.00 Total Existing Value $264,200.00 ~-,) li"- \ i 1 i NO'; '\;) 2002 Iii]) ., svc~;, d ul AA - 0002921 November 18, 2002 To: City of Clearwater Planning and Development 100 So. Myrtle Avenue Clearwater, Florida 33756 Re: New Corporate Headquarters for Hooters Management Corporation Gulf to Bay & Hampton Ct. Clearwater, Florida To Whom It May Concern: Enclosed please find colored elevation drawings of both the proposed building and the site wall, along with a color computer visualization representing a three dimensional view of the proposed facility. Due to problems with our office computer systems, colors represented on the colored elevations are inaccurate. Please refer to the color computer visualization for accurate color representations. Should you have any questions, please do not hesitate to call. - Sincerely Yours, OLIVERI ARCHITECTS ~2~~ l.C])- JOsa.liveri, AlA ARO President ~~ JLO/le 32707 US Hwy. 19 · Palm Harbor, FL 34684 · Phone 727 . 781 . 7525 · Fax 727 . 781 . 6623 · E-mail oliveri@gte.net Pinellas County Property APpr. Information: 17 29 16 00000 130 O. Page 2 of5 17 / 29 / 16 / 00000 / 130 / 0100 ZO-Noy-ZOOZ Jil'1 Sl'1ith, CFA Pinellas County Property Appraiser 14:36:0Z Residential P rope rty Address. Use. and Sales COl'1parable sales value as Prop Addr: 1 HAHPTON RD of Jan 1, 2002, based on Census Trac t : Z68.08 sales frol'1 2000 - 2001: 11 0.800 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Il'1p Plat Inforl'1ation 0 /0 0/ 0 0 ( ) 0000: Book Pgs - 0 /0 0/ 0 0 ( ) 0000: Book Pgs - 0 /0 0/ 0 0 ( ) 0000: Book Pgs - 0 /0 0/ 0 0 ( ) 2002 Value EXEMP T IONS Just/Market: 91.700 HOl'1estead: Z5.000 Ownership 1 1.000 SAUE-OUR-HOHES CAP Historic : 0 Use 1: 1.000 Assessed/Cap: 63.800 Tax Exel'1pt 1: .000 Other Exel'1p t : 0 Taxable: 38.800 Ag r icu 1 tural : 0 2002 Tax Inforl'1ation Land Inforl'1ation District: CW Seawall: Frontage: Clearwater View: 02 Millage: U. Z911 Land Size Unit Land Land Land Front x Depth Price Units Meth 02 Taxes: 903.69 1} ZOO x 95 100.000.00 .44 A Special Tax .00 2} 0 x 0 .00 .00 3} 0 x 0 .00 .00 Without the Save-Our-Hol'1es 4} 0 x 0 .00 .00 cap, 2002 taxes will be : 5) 0 x 0 .00 .00 1.553.5Z 6) 0 x 0 .00 .00 Without any exel'1ptions, Total Land Value: 44.000 2002 taxes will be : Z.135.79 Short Legal N ZOOFT OF E 100FT OF W UOFT OF SW 1/4 OF NE 1/4 Description LESS W 10FT OF 5 100FT OF N ZOOFT L Building Information http://pao.co.pinellas.fl.us/htbin/cgi-c1ick?0=1&a=1&b=1&c=1&r=.16&s=4&t=1&u=0&r...11/20/2002 f>inellas County Property APpr.r Information: 17 29 16 00000 130 O. Page 3 of5 17 / 29 / 16 / 00000 / 130 / 0100 :01 ZO-Nov-ZOOZ Ji~ s~ith. CFA Pinellas County Property Appraiser 14:36:01 Residential Card 01 of 1 Prop Use: Z10 Land Use: 01 Living Units: 1 I~p Type: Sing1e Fa~i1y Prop Address: 1 HAMPTON RD Structural Elemen.ts Foundation Floor Syste~ Exterior Wall Roof Fra~e Roof Cover continuous .....a11 S1ab on Grade ConcBk Gab1e-Hip Co~posite Shing1e Quality Year Built E Hec t ive Age Heating Cooling F ix tUrl~S Other Depreciation Functional Depreciation Econono~ic Depreciation Ave rage L 963 30 Centra1 Duct Co01ing (Centra1) 6 o o o # Stories .0 Floor Finish Crpt/Uny1/Sft.....d/Terr Interior Finish Dry~a11/P1aster Sub Areas Description Factor Area Description Factor Area 1) Base Area 1. 00 L 367 7) .00 0 2) Base Se~i Finished .80 340 B) .00 0 3) UtiH ty .35 180 9) .00 0 4) Open Porch . ZO ZO 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Residen.tial Extra Features Description Di~ensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non-vacant) ~~[t][!]~~ http://pao.co.pinellas.fl.us/htbin/cgi-c1ick?o=l&a=l&b=l&c=I&r= . 16&s=4&t= 1 &u=O&J... 11/20/2002 :I>inellas County Property APpr.r Information: 17291600000 130 O. 242_:C'7 z o o I- ~ ~ Page 4 of5 1.J97 Ili'r---- ('\j 110 100 III 0 DAVID 0 AVE - 13/01 110 HA~T~l DAVID 10 AVE D~~IO 7 0 118 AVE HA~~ 0 DAVID - ~ RD AVE LaJ IJ7 90 :\J co 200 J. 201 - DAVID DAVID AVE Z AVE 11') l.&J a) 204 205 10 DAVID > DAVID 110 '~ AVE < AVE " - 2GB 209 100 rr1 DAVID DAVID AVE AVE 12 212 213 ~ 0 DAVID DAVID c ~1 AVE AVE ,_J . '-- 0 :\.J if) f") D~~~D to Ii; 217 13/03 (\J AVE DAVID AVE 13/1]41 220 221 DAVtD DAV~ , ,~ AV AV 1/8 Mile Aerial Photograph http://pao.co.pinellas.fl.us/htbinlcgi-click?0=1&a=1&b=1&c=1&r=.16&s=4&t=1&u=0&r...11/2012002 Pinellas County Property APpr.r Information: 17 29 16 00000 130 O. Page 5 of5 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.f1.us/htbin/cgi-click?0=1&a=1&b=1&c=1&r=.16&s=4&t=1&u=0&~...11/2012002 ..... , Pinel'1as County Property APprW Information: 1729 1600000130 O. Page 2 of5 17 / 29 / 16 / 00000 / 130 / 0200 20-Noy-2002 JilTl SlTlith, CFA Pinellas County Property Appraiser 14:35:23 Residential P rope rty Address. Use, and Sales COlTlparable salea value aa Prop Addr: 7 S HAMPTON RD of Jan 1, 2002, based on Cenaus Trac t : 268.08 salea frolTl 2000 - 2001: 194,700 Sale Date DR Book/Page Price (Qual/UnQ) Vac/IITlP Plat InforlTlation 0 10 0/ 0 0 ( ) 0000: Book Pga - 0 /0 0/ 0 0 ( ) 0000: Book Pga - 0 /0 0/ 0 0 ( ) 0000 : Book Pga - 0 /0 0/ 0 0 ( ) 2002 Value EXEMPTIONS Just/Market: 156,700 HOlTlestead: 25,000 Ownership 1 1.000 SAUE-OUR-HOMES CAP Historic : 0 Use X: 1.000 Asseased/Cap: 125,600 Tax ExelTlpt 1: .000 Other ExelTlp t : 0 Taxable: 100,600 Ag r icu 1 tural : 0 2002 Tax InforlTlation Land InforlTlation District: ClF Seawall: Frontage: Clearlllate r Fire View: 02 Millage: 23.7921 Land Size Unit Land Land Land Front x Depth Price Uni ta Meth 02 Taxes: 2,393.49 1) 0 x 0 100,000.00 .80 A Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Wi thout the Save-Our-HolTles 4) 0 x 0 . 00 .00 cap, 2002 taxes will be : 5) 0 x 0 .00 .00 3,133.42 6) 0 x 0 .00 .00 Without any exelTlptions, Total Land Value: 80,000 2002 taxes will be : 3,728.22 Short Legal N 299FT OF ..... 130FT OF S..... 1/4 OF NE 1/4 LESS ..... 20FT Description FOR RD AND E 10FT OF ..... 140FT OF S 185FT OF N L Building Information http://pao.co.pinellas.fl.us/htbinlcgi-click?o= 1 &a= 1 &b= 1 &c= 1 &r= . 16&s=4&t= 1 &u=O&r... 11/2012002 Pinelias County Property APpr. Information: 17 29 16 00000 130 03e Page 3 of5 17 / 29 / 16 / 00000 / 130 / 0200 :01 ZO-Nov-ZOOZ Ji~ 5~ith. CFA Pinellas County Property Appraiser 14:35:ZZ Residential Card Olaf 1 Prop Use: Z10 Land Use: 01 Living Units: 1 I~p Type: Sin9le Fa~il~ Prop Address: 7 S HAHPTON RD Structural Elements Foundation Floor 5yste~ Exterior Wall Roof Fra~e Roof Cover Continuous Wall Slab on Grade Fra~e/Sidin9 Gable-Hip Co~posite Shin9le Quali ty Year Built Effective Age Heating Cooling Fixtures Other Depreciation Functional Depreciation Econono~ic Depreciation Ave rage 1 . 949 30 None None 6 o o o # Stories Z. 0 Floor Finish Crpt/Un~I/SftWd/Terr Interior Finish Dr~wall/Plaster Sub Areas Description Factor Area Description Factor Area 1) Base Area 1. 00 L 613 7) .00 0 2) Uppe r St r~ Base Area .90 1.70Z .8) .00 0 3) Enclosed Porch .60 144 9) .00 0 4) Open Po rch . ZO 198 10) .00 0 5) Garage . Z5 693 11) .00 0 6) . 00 0 12) .00 0 Residential Extra Features Description Di~ensions Price Units Value RCD Year 1) FIREP LAC E SHAll 800. 00 1 0 800 L 949 2) . 00 0 0 0 0 3) . 00 0 0 0 0 4) . 00 0 0 0 0 5) . 00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 800 Map With Property Address (non-vacant) ~~[E[I]~g] http://pao.co.pinellas.f1.us/htbinlcgi-c1ick?0=1&a=1&b=1&c=1&r=.16&s=4&t=1&u=0&r...11/2012002 Pine'llas County Property APp.r Information: 17 29 16 00000 130 O. 242.27 z ~ o \.1 o ~ 2~ :I: / ~. ;; 110 !oo 110 DAVID AVE 118 DAVID AVE 200 D~~E? 204 DAVID AVE 208 DAVID AVE D~ tr~D AVE 216 DAVID AVE 220 DAVID AVE ~G$l 497 I.&.J ';:) Z LaJ > <C Page 4 of5 III DAVID AVE 115 DAVID AVE D~eID AVE 205 DAVID AVE 208 DAVID AVE 213 DAVID AVE 217 , DAVID AVE 221 DAVID AVE 301 DAVID 10 'I" 1/8 Mile Aerial Photograph o o 13/01 10 HAMPT~ HD {\J 7 0 HA~t~ 0 ~}. 11) nO ",j ~ ':::;r iJ) ro 110 10 "'w http://pao.co.pinellas.f1.us/htbin/cgi-click?o= 1 &a= 1 &b= 1 &c= 1 &r= . 16&s=4&t= 1 &u=O&J... 1112012002 IUJ 100 f1') - o o If} 1"1') ill if) 13/03 ru 13/04! 10f' 1.19 A' InC . Pinellas County Property APp.r Information: 17 29 16 00000 130 O. Page 5 of5 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.us/htbin/cgi-click?0=1&a=1&b=1&c=1&r=.16&s=4&t=1&u=0&r...11120/2002 Pinellas County Property APpr.r Information: 17 29 16 00000 130 O. Page 2 of5 17 / 29 / 16 / 00000 / 130 / 0300 ZO-Nov-200Z J il11 Sl11ith, CFA Pinellas County Property Appraiser 14:33:06 Uacant Property Use and Sales COl11parable sales value as Prop Addr: 0 of Jan 1, 2002, based on Census Trac t : Z68.08 sales frol11 2000 - 2001: 59.100 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Il11p Plat Inforl11ation 7 /Z.OOZ iZ. 135/1. 639 ZZ5.000 (H) U 0000 : Book Pgs - 3 /1.995 8.954/Z.04Z 8.500 (U) U 0000 : Book Pgs - 9 /1.984 5.846/Z.1ZZ 75.000 (Q) U 0000 : Book Pgs - 0 /0 0/ 0 0 ( ) 2002 Value EXEMP T IONS Just/Market: 53.400 HOl11estead: 0 Ownership 1 .000 Historic : 0 Use 1: .000 Assessed/Cap: 53.400 Tax Exel11pt 1: .000 Other Exel11p t : 0 Taxable: 53.400 Agricul tural: 0 2002 Tax Inforl11ation Land Inforl11ation District: CTF Seawall: Frontage: Clearwater Fire View: 02 Millage: U.79Z1 Land Size Unit Land Land Land Front x Depth Price Units Meth 02 Taxes: 1.Z70.50 1) Z85 x 100 100.000.00 .65 A Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Hol11es 4) 0 x 0 .00 .00 cap, 2002 taxes will be : 5) 0 x 0 .00 .00 1.Z70.50 6) 0 x 0 .00 .00 Without any exel11ptions, Total Land Value: 65.000 2002 taxes will be : 1.Z70.50 Short Legal N U5FT OF S 10Z0FT OF W 130FT OF SW 1/4 OF NE 1/4 Description LESS W 30FT FOR RD R/W L Building Information http://pao.co.pinellas.fl.us/htbin/cgi-click?0=1&a= 1 &b= 1 &c= 1 &r= . 16&s=4&t= 1 &u=O&~... 11/20/2002 Pinellas County Property APpr. Information: 17 29 16 00000 130 O. Page 3 of5 17 / 29 / 16 / 00000 / 130 / 0300 20-Noy-2002 Ji~ S~ith. CFA Pinellas COunty Property Appraiser Vacant Parcel Property Use: 000 Land Use: 00 14:33:05 Vacant Extra Features Description Di~ensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non-vacant) ~~[t][f]~g] http://pao.co.pinellas.f1.us/htbin/cgi-click?0=1&a=1&b=1&c=I&r=.16&s=4&t=I&u=0&r...11/20/2002 I I Pinellas County Property APpr. Information: 17 29 16 00000 130 O. l~(f,) 242.27' /' I / / / / / i en/ <:::f/ q'/ r::;:/ / Z/J / / / l / / / 1/8 Mile Aerial Photograph z o o L- a r- N ~ :I: C\J f't'} o W "\r HAMPT~ UAVIU 10 AVE RD (\J 7 0 118 HA~ 0 DAVID I'D D ul AVE I'D OJ 90 200 (\J - DAVID AVE Lf) \1.) 204 10 DAVID 110 AVE J1 --"'1..0 -----.-.... -- 208 100 M - DAVID AVE 212 - DAVID ID 0 AVE CD 0 [\J 11) M 216 0:) l.f) D~~LD 13/0.3 (\J 13/041 220 + DAVID 1.19 AVE ,Ac ~o~ loa 1'0 A~ IUJ 100 91~~1 105 1.0 CD - [1) 9!~ 0 0 - o 0 AAi10~J 90 05 312 c-. ('u DAVID tf, - AVE /,1 "t " qj 316 105 100 100 DAVID AVE 0 0 320 (f) (t) DAVID - AVE 13""'06 13/0Ll I :1?lj Page 4 of5 LaJ ~ Z l.LJ > c( D~~lD 201 DAVID AVE 205 DAVID AVE D~~~ 213 DAVID AVE 217 . DAVID AVE 221 DAVID AVE 301 DAVID AVE 305 DAVID AVE 309 DAVID AVE .'313 DAVID AVE 317 DAVID AVE Di~ID AVE ~ c - > < o http://pao.co.pinellas.fl.us/htbinlcgi-click?0=1&a=1&b=1&c=1&r=.16&s=4&t=1&u=0&r...11/20/2002 pinellas County Property APp.r Information: 17 29 16 00000 130 O. Page 5 of5 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.us/htbinlcgi-click?o=l&a=l&b=l&c=l&r= . 16&s=4&t= 1 &u=O&r... 1112012002 l'in~l1as County Property APpr.r Information: 17 29 16 00000 130 O. Page 2 of5 17 / 29 / 16 / 00000 / 130 / 0410 20-Nov-2002 Jil"l Sl"lith, CFA Pinellas County Property Appraiser 14:32:16 Uacant P rope rtlj Use and Sal.es COl"lparable sales value as Prop Addr: 0 of Jan 1, 2002, based on Census Trac t : 268. 08 sales frol"l 2000 - 2001: 11 0.900 Sale Date OR Book/Page Price (Qual/UnQ) Vac/Il"lp Plat Inforl"lation 1 /2.002 12.135/1.639 225.000 (M) U 0000 : Book Pgs - 8 /1. 984 5.832/2.131 10.000 (Q) U 0000 : Book Pgs - 0 /0 0/ 0 0 ( ) 0000 : Book Pgs - 0 /0 0/ 0 0 ( ) 2002 Value EXEMP T IONS Just/Market: 98.900 HOl"lestead: 0 Ownership 1 . 000 Historic : 0 Use 1: . 000 Assessed/Cap: 98.900 Tax Exel"lp t 1: .000 Other Exel"lp t : 0 Taxable: 98.900 Agricul tural: 0 2002 Tax Inforl"lation Land In forl"lat ion District: CTF Seawall: Frontage: Cl.earwater Fire View: 02 Millage: 23.1921 Land Size Unit Land Land Land Front x Depth Price Units Meth 02 Taxes: 2.353.04 1) 0 x 0 100.000.00 1. 19 A Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-Hol"les 4) 0 x 0 . 00 . 00 cap, 2002 taxes will be : 5) 0 x 0 . 00 . 00 2.353.04 6) 0 x 0 . 00 . 00 Without any exel"lptions, Total Land Value: 119.000 2002 taxes will be : 2.353.04 Short Legal FROM S..... COR OF NE 1/4 TH N 1020FT .& E 30FT FOR POB TH Description N 15FT TH E 100FT TH N 13.16FT TH E 10FT TH N 85 l Building Information http://pao.co.pinellas.fl.us/htbinlcgi-c1ick?o=l&a=l&b=l&c=l&r= . 16&s=4&t= 1 &u=O&r... 1112012002 Pin~llas County Property APpr.r Information: 17 29 16 00000 130 O. Page 3 of5 17 / 29 / 16 / 00000 / 130 / 0410 20-Noy-2002 Ji~ S~ith, CFA Pinellas COunty Property Appraiser Vacant Parcel Property Use: 000 Land Use: 00 14:32:17 Vacant Extra Features Description Di~ensions Price Units Value ReO Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non-vacant) ~~[t][f]~~ http://pao.co.pinellas.fl.us/htbinlcgi-click?o= 1 &a= 1 &b= 1 &c= 1 &r= . 16&s=4&t= 1 &u=O&r... 11/2012002 .' Pin~llas County Property APp.r Information: 17 29 16 00000 130 O. 242.cl-7 z o o I-- o ~ ru =t :t / ,/ / j J I / / I ,/ I / / 1$9;' ,'" tV / J?/ ..' / / / / (\J rr) o cD "T 0 0 - I 01 110 HAMfDT~ DAVID 10 AVE 7 0 118 HAMPr~ 0 DAVID ----- (}) RD u) AVE (}) cr) 90 D~~~ (,\j AV ,jJ co 204 10 DAVID liD r"r..o AVE .2 - iOO r1 208 - DAVID AVE 212 ill 0 DAVID AVE DO 0 r,\J L.n f1"J 216 OJ + lJ] DAVID 13/03 OJ AVE 13/0LlI 220 DAVID 1.19 AVE 100 10 Ac rfl~ IUJ 100 I 105 I'D 9~ tJ\ I~ <;;; 0 a 9iIT~ ~ 10 a I I F1AMPTO~ i 90 1 fftU, 05 312 (l., (\J DAVID \)1>. - AVE r'},1 .o;,.:r '\,..)1 ill iOS 316 100 100 D~~f' 0 0 320 "';"\ nil \{ In La.J ::1 Z UJ > < Uti \lIU AVE 115 DAVID AVE 201 DAVID AVE 205 DAVID AVE 209 DAVID AVE 213 D~~f' 217 DAVID AVE 221 DAVID AVE 301 DAVID AVE 305 D~~lD D~~~ AV 313 DAVID AVE 317 DAVf.D AV D~~ID Page 4 of5 13 c /1 ( ''>...) . '-t '- I.[) w "" o r-- ~ 1/8 Mile Aerial Photograph o - > <( o http://pao.co.pinellas.fl.us/htbin/cgi-click?o= 1 &a= 1 &b= 1 &c= 1 &r= . 16&s=4&t= 1 &u=O&~... 11/2012002 ...~ ptnellas County Property APp.r Information: 17 29 16 00000 130 O. Page 5 of5 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.f1.us/htbinlcgi-c1ick?0=I&a=l&b=l&c=I&r=.16&s=4&t=I&u=0&r...11/2012002 1- pmellas County Property APpr. Information: 17 29 16 00000 130 O. Page 2 of5 17 / 29 / 16 / 00000 / 130 / 0440 2:0-Hoy-ZOOZ JifTI SfTlith, CFA Pinellas County Property Appraiser 14:31:38 Uacant Propert~ Use and Sales COfTIparable sales value aa Prop Addr: 0 of Jan 1, 2002, based on Cenaus Trac t : . 00 aalea frofTI 2000 - 2001: 0 Sale Date DR Book/Page Price (Qual/UnQ) Vac/lfTlp Plat InforfTIation 0 10 0/ 0 0 ( ) 0000 : Book Pgs - 0 10 0/ 0 0 ( ) 0000: Book pga - 0 10 0/ 0 0 ( ) 0000: Book pga - 0 10 0/ 0 0 ( ) 2002 Value EXEMP T IONS Just/Market: 13.300 HOfTIestead: 0 Dwnerahip 1 .000 Historic : 0 Use 1: .000 Asseased/Cap: 13.300 Tax ExefTIp t 1: .000 Other ExefTIp t : 0 Taxable: 13.300 Agricul tural: 0 2002 Tax InforfTIation Land InforfTIation Diatrict: ClF Seawall: Frontage: ClearNate r Fire View: 02 Millage: Z3.79Z1 Land Size Unit Land Land Land Front x Depth Price Units Meth 02 Taxea: 316.43 1) 0 x 0 60.000.00 . Z6 A Special Tax .00 2) 0 x 0 .00 .00 3) 0 x 0 .00 .00 Without the Save-Our-HofTIes 4) 0 x 0 .00 .00 cap, 2002 taxea will be : 5) 0 x 0 .00 .00 316.43 6) 0 x 0 .00 .00 Without any exefTIptiona, Total Land Value: 15.600 2002 taxea will be : 316.43 Short Legal FROM SW COR OF HE 1/4 TH E 130FT TH H 5ZOFT FOR POB Deacription TH H ZOOFT TH W 100FT TH H 15FT TH E 100FT TH S 131.8 L Building Information http://pao.co.pinellas.fl.us/htbinlcgi-c1ick?o=l&a= 1 &b= 1 &c= 1 &r= . 16&s=4&t= 1 &u=O&~... 11/2012002 Pine lIas County Property APpr.r Information: 17 29 16 00000 130 O. Page 3 of5 17 / 29 / 16 / 00000 / 130 / 0440 20-Noy-2002 Ji~ s~ith, CFA Pinellas COunty Property Appraiser Vacant Parcel Property Use: 000 Land Use: 10 14:31:39 Vacant Extra Features Description Di~ensions Price Units Value RCD Year 1) .00 0 0 0 0 2) .00 0 0 0 0 3) .00 0 0 0 0 4) .00 0 0 0 0 5) . 00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 0 Map With Property Address (non-vacant) ~~[t][!]~~ http://pao.co.pinelIas.fl.us/htbinlcgi-click?o=l&a=l&b=l&c=l&r= . 16&s=4&t= 1 &u=O&r... 11/20/2002 Pil1ellas County Property APpr.r Information: 17 29 16 00000 130 O. Page 40f5 Z 11) OlD (\J o ..... g ~ J: l I / / / / / /' .I / 6?J / fl'; 6" , <t:J/ I ,I / / ; / / ClJ fi) o to <;J 267.1 ~~ 1'-- to (\J I br-'< 5 /\"...' " . ~', h <-., (C) 13/03 100 " 10,5 Lfl c(l (\J 13/041 1.19 Ac 10 Ii) co - IY) o (] AAJ~lo~ 1 90 ~, 05 I ~'---':,~--~ .,,/+ -:i I \,'" CD 105 I 100 - '1'--'1'00 --- I I I i ! 13/06 o CD 100 ~w ("10 If) 0 '--", f"- 1'-" {\J W 13/0"q 100 13/043 - (] o f") In 212 DAVID AVE 216 DAVID AVE 220 DAVID AVE 7 213 DAVID AVE . 217 DAVID AVE 221 DAVID AVE If) 3DI (,0 DAVID "l' AVE 0 - 305 DAVID AVE 309 DAVID AVE C 313 DAVID - AVE > 317 < DAVID 0 AVE Dg~lD AVE j ,- 2' 2838 GULF TO Lf) C\J C"J I. o %fl 9~~1 rl~~.I~ I 1A.v E=J o (}) 312 DAVID AVE 316 DAVID AVE 320 DAVID AVE !! ""t r- ~ c 1/8 Mile Aerial Photograph 324 DAVID AVE o I"- (\j ~~FP http://pao.co.pinellas.fl.us/htbin/cgi-c1ick?0=1&a=1&b=1&c=1&r=.16&s=4&t=1&u=0&]:...11/2012002 Pihellas County Property APp.r Information: 17 29 16 00000 130 O. Page 5 of5 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.us/htbinlcgi-click?0=I&a=l&b=l&c=I&r=.16&s=4&t=I&u=0&r...11/20/2002 Pihellas County Property APpr. Information: 1729 1600000130 O. Page 2 of5 17 / 29 / 16 / 00000 / 130 / 0500 ZO-No...-ZOOZ J ifTl SfTlith, CFA Pinellas County Property Appraiser 14:30:56 Residential P ...ope ...t~ Add ...ess. Use. and Sales COfTlparable sales value as Prop Addr: 10 HAMPTON RD S of Jan 1, 2002, based on Census Trac t : Z68.08 sales frofTl 2000 - 2001 : 134.500 Sale Date OR Baok/Page Price (Qual/UnQ) Vac/lfTlp Plat InforfTlation 8 /Z.OOZ lZ.160/Z.Z53 400.000 (Q) I 0000 : Baok Pgs - 0 /1.977 4.61111. 359 39.400 (Q) I 0000: Book Pgs - 0 /1. 970 3.4511 346 ZZ.500 (Q) I 0000: Baok Pgs - 0 /0 01 0 0 ( ) 2002 Value EXEMPTIONS Jus t / Marke t: 111.900 HOfTlestead: Z5.000 Ownership X 1. 000 SAUE-OUR-HOMES CAP Historic : 0 Use 1: 1. 000 Assessed/Cap: 91.800 Tax ExefTlp t X: .000 Other ExefTlp t : 0 Taxable: 66.300 Agricul tural: 0 2002 Tax InforfTlation Land InforfTlation District: ClF Seawall: Frontage: Clearwater Fire View: 02 Millage: n.79Z1 Land Size Unit Land Land Land Front x Depth Price Unite Meth 02 Taxes: 1.577.4Z 1) ZOO x 105 100.000.00 .48 A Special Tax .00 2) 0 x 0 . 00 .00 3) 0 x 0 .00 .00 Without the Save-Our-HofTles 4) 0 x 0 .00 .00 cap, 2002 taxes will be : 5) 0 x 0 .00 .00 Z.055.64 6) 0 x 0 .00 .00 Without any exefTlptions, Tatal Land Value: 48.000 2002 taxes will be : Z. 66Z. 34 Short Legal N ZOOFT OF S 7ZOFT OF W 130FT OF SW 1/4 OF NE 1/4 Description LESS W Z5FT FOR RD R/W L Building Information http://pao.co.pinellas.fl.us/htbinlcgi-click?o= 1 &a= 1 &b= 1 &c= 1 &r= . 16&s=4&t= 1 &u=O&~... 11/2012002 Pinellas County Property APpr.r Information: 17291600000130 O. Page 3 of5 17 / 29 / 16 / 00000 / 130 / 0500 :01 ZO-Nov-ZOOZ Ji~ S~ith, CFA Pinellas County Property Appraiser 14:30:57 Residential Card Olaf 1 Prop Use: Z10 Land Use: 01 Living Units: 1 I~p Type: Single Fa~ily Prop Address: 10 HAHPTON RD 5 Structural Elements Foundation Floor Syste~ Exterior Wall Roo f FrafTle Roof Cover continuous Wall Slab on Grade ConcBk Stucco/Reclad Gable-Hip B U Tar&Gravel/Othr Quality Year Built E ffec t i ve Age Hea t ing Cooling Fixtures Other Depreciation Functional Depreciation EcononofTlic Depreciation Ave rage L 960 30 Central Duct Cooling (Central) 9 o o o # Stories 1.0 Floor Finish Crpt/Unyl/SftWd/Terr Interior Finish Drywall/Plaster Sub Areas Description Factor Area Description Factor Area 1) Base Area 1. 00 L 734 7) .00 0 2) Sc reen Porch . ZO 19Z B) .00 0 3) Open Porch . 15 451 9) .00 0 4) Garage . Z5 375 10) .00 0 5) .00 0 11) .00 0 6) .00 0 12) .00 0 Residential Extra Features Description Di~ensions Price Units Value RCD Year 1) PATIO/DECK 144SF Z.50 144 0 140 L 960 2) STH/SEC SH SHL 600.00 4 0 L 9Z0 L 995 3) STH/SEC SH HED 1.300.00 Z 0 Z.080 L 995 4) STH/SEC SH LARGE 1.800.00 3 0 4.3Z0 1.995 5) .00 0 0 0 0 6) .00 0 0 0 0 TOTAL RECORD VALUE: 8.460 Map With Property Address (non-vacant) ~~[t][f]~r3J http://pao.co.pinellas.fl.us/htbin/cgi-click?o=1&a=1&b=1&c=1&r= . 16&s=4&t= 1 &u=O&r... 1112012002 Pinellas County Property APpr.r Information: 17 29 16 00000 130 O. 242.27 f?' .' / / / / / / / / ,/ / ~/ .....'/ r;.,.> ,0 , '-0/ / / /l / ./ / I / / ~ 7 ~ l-i.'/(IE) 267.1 () r-- 2790 rGl. JJ,...F"", C:'11\'-IC: 1/8 Mile Aerial Photograph z o o I- o ~ '" ~ :I: (\J r<J o uJ '" 1"" ,n lu] 100 t2 N I l.f} ill 03 (u '(1) f") 13/041 1.19 10 Ac Lf) CJ o 0 Ir:! o 10 0 I ~M0.fi.T 0rx'l'\J II 80 ~OS L-:.. ~I>. {\.i I ,a - ~I "T \/ co 105 100 100 D o f1') Lf) 208 DAVID AVE D~ ~~D AVE 216 DAVID AVE 220 DAVID AVE '"'"'" o - > <( C Page 40f5 208 DAVID AVE 213 DAVID AVE D~~D' AVE 221 DAVID AVE 301 DAVID AVE 305 D~~fl 308 D~~fl 313 DAVID AVE 317 DAVID AVE I D~~fl 2838 GULf:"" Tn http://pao.co.pinellas.f1.us/htbinlcgi-click?0=1&a=1&b=1&c=1&r=.16&s=4&t= 1 &u=O&~... 11/20/2002 n 100 IOi'j"--- m 105 o m 13/06 100 ~~ 13/04 100 13/0-43 ~~~ 91}1 9!~ o Q) , . Pinellas County Property APp.r Information: 17291600000 130 O. Page 5 of5 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.f1.us/htbin/cgi-c1ick?o= 1 &a=l &b=l&c=l &r=.16&s=4&t=1 &u=O&r... 11/20/2002 . . \ A '1D 2300 Curlew Road. Suite 100 Palm Harbor. FL 34683 Phone (727) 789-9500 Fax (727) 784-6662 www.avideng.com LC-0000361 Authorization #6139 ENGINEERING November 18, 2002 Mark Parry Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562-4567 Re: Hooter's Corporate Headquarters Office Complex - Offsite Parking Flexible Development Application Dear Mark: Following is 'Section D' of the Flexible Development Application. For your convenience we have listed the comments in bold and our responses in italics. D. WRITTEN SUBMITTAL REQUIRMENTS: (Section 3-913.A) 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The proposed development is within the 'Office District' and closely resembles the density, coverage and scale that exists and is proposed with the Park Place Plaza office park on the west side of Hampton Road. The existing Hooters Restaurant to the south is also similar in regards to the parking area coverage and layout. The proposed site is within the "Office" District. The existing residential properties to the west and north are high-density residential areas. The proposed development is paving the existing parking area. This will result in an improved site plan. The proposed buffer wall is an improvement to the existing buffer that exists between the two properties. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The proposed parking lot is landlocked between the existing Hooters restaurant and the proposed Hooters office building. The proposed paving of the lot will make it consistent with the surrounding development. The proposed project will greatly improve the aesthetics of the buffer between it and the residential properties with the proposed enhanced landscaping and buffer wall. 3. The proposed development is will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. , November 18, 2002 4It Hooter's Corporate Headquarters Office Complex - Offsite Parking Page 2 of 4 . The proposed development will improve the drainage conditions within the subject property in accordance with regulatory guidelines. 4. The proposed development is designed to minimize traffic congestion. The proposed development will have an internal connection point to the existing Hooter's Restaurant and to the proposed office buidling. The site exists as parking, so there will no negative impact to traffic. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development is located adjacent to the existing Hooter's restaurant located on the corner of Gulf- To-Bay Boulevard and Hampton Road. The existing site is currently used as overflow parking for the restaurant and is not being altered significantly. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. All site lighting will be shielded and directed internally to the site so as not to adversely affect the adjacent properties. The buffer wall and enhanced landscaping will provide adequate visual and olfactory effects. Reduced lighting standard heights will be utilized to minimize lighting disturbance offsite. Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable). 1. The proposed development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. The proposed development is landlocked between the restaurant to the south and office to the north. The City pond on the west and the existing residential on the east. The proposed development will remain consistent with the setbacks proposed in the adjacent office site. This is necessary to provide proper drive alignment and required drive widths. 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing vale of the site and the proposed value of the site with the improvements. The proposed development improves the quality of the parcel to be proposed by providing new landscaped areas, buffer walls, an attractive building and improved drainage and utilities. Avi41 \ November 18, 2002 . Hooter's Corporate Headquarters Office Complex - Offsite Parking Page 3 of 4 . 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. The 'OFFICE DISTRICT' use proposed in this development is otherwise permitted by the City of Clearwater. 4. The uses of mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. The proposed development is within the 'Office District' and closely resembles the density, coverage and scale that exists and is proposed with the Park Place Plaza office park on the west side of Hampton Road. The existing Hooters Restaurant to the south is also similar in regards to the parking area coverage and layout. The proposed site is within the "Office" District. The existing residential properties to the west and north are high-density residential areas. The proposed development is paving the existing parking area. This will result in an improved site plan. The proposed buffer wall is an improvement to the existing buffer that exists between the two properties. 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. Not applicable, as the site currently exists as overflow parking for Hooters. The use is not changing. 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. The proposed development improves the quality of the parcel to be proposed by providing new landscaped areas, buffer walls, and improved drainage. 7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The proposed development improves the quality of the parcel to be proposed by providing new landscaped areas, buffer walls, and improved drainage. 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Avi~ It November 18, 2002 . . Hooter's Corporate Headquarters Office Complex - Offsite Parking Page 4 of 4 Flexibility in regard to the rear setback requirement is justified due to the enhancement to the community character from the proposed development. The reduction on the required setbacks results in an improved site plan or improved design or appearance. The proposed development will improve the visual appearance of the parcel and its surroundings. The increase in height results in an improved site plan with landscaping areas designed in excess of the minimum requirements. . 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of parcel proposed for redevelopment. Adequate off-street parking is provided as part of this development to avoid any on- street parking on Hampton road at the immediate vicinity of the development. 10. The design of all buildings complies with the Tourist District or Downtown design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. Not applicable. J. SIGNAGE Signage for the proposed development will be in accordance with standard development guidelines. No sign of any kind is designed or located so that any portion of the sign is more than six feet above the finished grade of the front lot line of the parcel proposed for development unless such signage is a part of the approved comprehensive sign program. K. TRAFFIC IMPACT STUDY - PROVIDED Avl~ . L1/1g/2002 12:05 727784. e AVID ENG ee PAGE 01 ENGINEERIN6 2300 Curlew Road. Suite 100 Palm Harbor, Florida 34683 727" 789.9500 Fax 727-784-6662 www.avideng.com Our company name stands for j elf... FAX TRANSMITTA (0=- - ;") - 5 I~ I 00: ! ~I 2 ~i c.-::J I 0') ~ ~ ~[jj! _ U)::: I-{,) @ ~ J~~ flJl n a.. >- 1.:..::J 0 I- -1- ~ ~(,) TO: Mar~ Parry COMPANY: City of Clearwater FAX NO: (7271 562-4576 FROM: Rick Tommell Desi!~n Engineer SUBJECT: Hoot9rs Corporate Headquarters AEI JOB No: 732-lJ01.200 DATE: November 19, 2002 Number of pages, including this cover sheet: MESSAGE: Mark, see attached response letter to the D C comments. Original to follow via mail. Thanks. In case of problems receiving this transmission, please c II sender at (727) 789-9500. II'v1PORTANT/CONFIDE~:TIAL-TH:S TRANSMITTAL IS INTENDED ON Y FOR THE USE OF THE INDIVIDUAL WHOM IT ADDRESSES. TRIl.NSMISSION CONTAINS INFORMATION WHICH MAY BE PRIVILEGED, CO~IFIDENTlAL OR EXEMPT =ROM DISCLUSURE UNDER APPLIC IlEL LAW. IF THE READER OF THIS !vi E S SAG E I S r,! 0 -;- .r H E IN .-10 N D E DR!;' C I r' I C NT. 0 i'\ E tV! P L 0 Y E E . 0 ~ AGE NT R E: .5 P 0 N S 18 L t:: t' 0 R DELIVERING iHE rvI"SSAGE TO THE INTECED RECIPIENT, YOU1ARE HEAREBY NOTIFIED THAT ANY DISSt:MII'IATIOh. DiSTRIBUTION OR COPYING OF iHIS COMMUNI ATION IS STRICTLY PROHIBIH;D. IF you HAVE RECeiVED THIS COMMUNICATION IN E~ROR. PI.EAS NOTIFY us IMMEDIATELY WE WILL BE H/l.PPY TO ARRANGE FOR RETUI'<N OF THE TI'</~NSMISSION AT NO COST TO YOU. I . L111g/2002 12:05 727784~ 4IIt AVID ENG e4llt 2300 Curlew Road, Suite 100 Palm arbor. FL 34683 Phone (727) 789-9500 Fax (727) 78 -6662 www.avideng.com LC.0000361 Au,horlz;ition #(,139 ENGINEERING NovelTlber 19, 2C02 Mark Parry Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562-4567 RE: Hooters Office @ 7 Hampton Road FLD2002-10037 AVID Engineering Project #732-001 Dear Mark: The following are a list of comments sent to our office on November 14, 2002. For your convenience we have listed your comments in bold and au responses in italics. 1. Planning: a. Provide 'the existing and antiCipated valu of this site; b. Provide the existing FAR; c, Provide the number of existing parking s aces; d. Provide the existing number of dwelling nits currently on the site (provide a break down of the number of nits within each structums); e. Provide the gross floor area for each ex! ting structure; f. Provide the height of each existing struc UTe; PAGE 02 Per our aiscussion at ORe the exisUng resid ntial building has been demolish9d. Therefore items A-F are not a lieable. The site is currently vacant. g. Provide !icaled, dimensioned, rendered, f ur sided elevations; Scaled, Dimensioned, Rendered, Four side elevations of the Building are enclosed(15 color copies). h. Provide details for the proposed wall, inc uding height, materials and colors, will be required; Refer to tlttached color renderings of the pro osed landscape buffer waf/(15 copies). Ll/19/2002 12:05 727784~2 4It November' 19,2002 Hooters Office FLD2002-10037 Page 2 of 8 AVID ENG e 4It PAGE 03 i. Provide the following required Office cri eria: · Height: ~ The Increased height resul s in an improved site plan, landscaping areas In exce s of the minimum required or improved design and a pearance; ~ The increased height will not reduce the vertical component of the view for any adjacent residential property; · Sign: No sign of an kind is designed or located so that any ortion of the sign is more than six feet above he finished grade of the front lot line of the arcel proposed for development unless such signage is a part of an approved compr hensive sign program; · Setback: The reduct on on the setbacks results in an improved site Ian or improved design and appearance. Commer'ts acknowledged. This informatio has been added to the documentation provided with the revised ap lication. j. The proposed parking lot locate on the s uth side of the site is unclear with regards to the following: )0> Is it part of the subject site joi ed through a unity of title at some time in the past? If n t will it be? )0> Is it part of the Hooter's restau ant site joined through a unity title? ~ Identify all required setbacks; ~ Is it a landlocked parcel of Ian >- Will there be a wall along the e st side of the lot? ~ Provide ownership informatio ,survey, etc. for that site if it part of this application in ad itlon to a revised application and supporting ma erials. A new ORe meeting will be required. Per our o'iscussion at ORe on November 14 2002 the proposed parking lot on thE south side of the site will be permi ted with the office complex parcel, but as a separate application. As in tructed, find enclosed Flexible Development Application for a Com rehensive Infill Developr1ent. This is a landlocked parcel of land. Therefore, only the side setb3cks (10-ft) apply. The revised co struction plans show a buffer wall alonq the east property line. The locati n of the wall and the external site lighting does not conform to the offstree parking requirements. ThereforE', the proposed parking lot is being submitted as a comprehensive infil/ application. The parcel as different ownership than .AvllZ L1/1g/2002 12:05 727784~2 4Ii' November 19,2002 Hooters Office FLD2002.10037 Page 3 of 8 AVID ENG . . PAGE 04 the officH complex. As a result, find enelos d ownership documents with legal descriptions, and associated access e sements. k. Will the parking lot at the office be used s overflow parking for the Hooter's restaurant and site? That may e unacceptable considering the proximity of the parking lot to the residential homes to the east; Currently the proposed parking lot parcel is unpaved, but used as overflow parking for the existing Hooter's re taurant. This parcel is zoned 'Office: As part of the application for this p reel, we are proposing to pave thi~ parking lot and show adequate se eening via a 10-ft setback with buff,:;r wall and landscaping. The site's proposed use will not change from its current use. I. Show all unused drive aprons removed; The plans show af/ existing driveways to th subject site to be removed. Refer to Site Plan, Paving Grading & Drain e and Demolition Plan (Sheets 2, 3 and 5)_ m. Show exactly how lighting will be handle adjacent to the residential properties to the east. Site lighting for both the office complex and he additional offstreet parking VIii! be shielded and directed away tJ om the adjacent residential properties. Light pole standard heights will e reduced also. The architectural consultant will provide site ligh 'ng details and photometries. n. All of thH above (1 a-m) to be addressed rior to CDS review Comment acknowledged. 2. Traffic engineering: a, Sight triangle needs to be revised to curr nt standard (20') prior to permitting. The site Iriangles located at the access pain to Hampton road are revised to the current standard of 20 ft Ren r to Site Plan(Sheet 2} and Landscape Plan(Sheet L 1). b. Clarifylimprove transition to existing Ho tars parking area prior to permitting. The connection to the existing Hooter's park'ng area is revised for an improved transition. Refer to Site Plan(She t 2). c. Need to provide loading space prior to p rmitting. .Avt~ L1/19/2002 12:05 727784~2 4IIJ November 19, 2002 Hooters Office FLD2002-10037 Page 4 of 8 AVID ENG 4IIJ 4IIJ PAGE 05 A loading space is located at the southeast corner(rear) of the office building. Refer to Site Pla.n Sheet 2. d. TIF to bll determined and paid prior to C 0, Comment acknowledged. 3. Stormwater: a. Revise Drainage Report narrative to expl in how stormwater system works (provide specific details). Histori outfall location needs to be corre,cted. The narrative contained in the Storm water eport is revised to better explain tIJe proposed operation of the onsit stormwater system. Refer to attachea Storm water Report. b. HS20 structural loading (for fire trucks) i required for infiltrators. Provide note on plans. Literatum from the manufacturer is provide showing that the storm infiltrators meet the required HS20 loading equirements. See attachm~mt. Additionally, refer to Paving, G ading, and Drainage Plan(Shnet 3} for note that has been added c. Littoral zone is above SHWL. Needs red sign (see Environmental comments) The littoral zone is redesigned to be below t e normal water elevation and is sliown sloping at a 10:1 side slope d wn to elevation 28.00. Refer to Cross Sections Sheet 8. d. Provide maintenance schedule and proc dure for infiltrators, The monitoring and maintenance requireme ts are in accordance with SWFWMO rules and contained within the S ormwater Report. The infiltrator5 will be maintained in accordance ith these standards. e. Construl::t swale along east property line if possible. Per our c'iscussions at ORe on November 1 ,2002 it was agreed to relocate ihe retaining/buffer wall at the prop rty line thus eliminating the need for 3 swale along the east property lin f. All of th~! above to be addressed prior to evlew by COB. Comment acknowledged. 4. Solid Waste: .Al'f~ L1/19/2002 12:05 727784~2 4IIJ November -19, 2002 Hooters Office FLD2002-10037 Page 5 of 8 AVID ENG 4IIJ 4IIJ PAGE 05 a. NO comments 5. Parks and Recreation a. The opE'n space dedication impact fees ill need to be addressed prior to issuance of building permits or lnal plat, whichever occurs first. Clmtact Deb Richter at 727-562-48 7. Comment acknowledged. 6. Landscaping a. RemovE- all plant material to be removed from the site from the landscape plan-it's too confusing Existing trees shown as being removed are shown on the Demolition Plan (Sheet 5) only. The Landscaping PIa (Sheet L 1) is revised to only ShOw proposed landscaping and existing m terial proposed to remain. b. Replace laurel oak with live oaks; All laure, oaks proposed on the site have b en replaced with live oaks. Refer to Landscape Plan(Sheet L 1). c. Provide more extensive landscaping alo 9 Hampton Road-provide a tiered eifect with a mix of groundcover, low, medium and tall shrubs (flowering and nonwflowering), ornament I and shade trees (make sure that all required sight visibility triangles are honoured); The Landscaping along Hampton Road is e hanced per your request. Refer to Landscape Plan(Sheet L 1). d. Provide planting schedule for annuals; Refer to tl7e Plant List' on the Landscape P an(Sheet L 1). A planting schedu/€ will be provided at a later date. e. The area around the dumpster Is particularly weak with regards to landscaping-the dumpster needs to be f lIy landscaped; The landscaping around the dumpster encl sure has been enhanced. Refer to Landscape Plan(Sheet L 1). f. The lanclscape island directly to the was of the dumpster area (across the drive aisle) need shrubs and roundcover; Shrubs and groundcover is provided along t e landscape island located directly west of the dumpster enclosure. R fer to Landscape Pfan(Sheet L1). Av!~ Ll/19/2002 12:05 7277844i1j November 19, 2002 Hooters Office FLD2002-1 CJ037 Page 6 of 8 . AVID ENG . . PAGE 07 g. The City of St. Petersburg will not allow ny trees within their water easement. Either get a letter from the Ci y of st. Petersburg stating that they will allow trees within their eas ment or adjust the landscape plan accordingly; The trees have been replaced with shrubs nd groundcover in areas within th 9 St. Pete easement. The plans h ve been submitted to the City of Sf PEte for review and approval. h. The areas indicated as sod on either sid of the outdoor seating area nend to be treated with shrubs, gro ndcover, etc.; The landscaping located around the outdoo seating area has been enhanced. Refer to Landscape Plan(Sheet L 1). i. Provide landscaping around the retentio pond at the northeast side of the site. This will be good opportunlt to naturalize this pond. Landscaping is now provided around the no heast side of the retention pond. R9fer to Landscape Plan(Sheet L 1). j. All of thf~ above (6 a-I) to be addressed p lor to COB review. Commer't acknowledged. 7. land Resource: a. Show tmes within 25' of property line, 0 adjacent property As discu.~sed at ORC, this information will e provided with the Tree Preserv8tion Plan submission. b. Show true canopy lines on trees to remain. The canopy Iin~ for tree number 55 (26" 08 is shown on the Paving, Grading .g, Drainage Plan and Utility Plan(S eets 3 and 4)_ c. Revise pond TOB @ tree #55 to be at lea t 13' from tree. The proposed wet detention pond is revised to provide the required 13 feet radius from the 26 inch live oak (Tree mber 55). Refer to Site Plan and Landscape Plan(Sheets 2 and L 1) d. Show trE!es to remain on all utility and gr ding plans. All trees ;'0 remain are shown on the Paving Grading & Drainage and Utility Plan(Sheets 3 and 4). .AvllZ Ll119/2002 12: 05 727784. . November 1 g, 2002 Hooters Office FLD2002-10037 Page 7 of 8 AVID ENG . . PAGE 08 e. Reroute 800' of 6" pvc on the east prope y line away from trees to be pres,~rved. Due to tile poor condition of the trees locat d along the east property line (as dete.'mined by the tree survey by EPIC) they will be replaced with proposed landscaping. The 6" PVC will co structed so as to minimize impacts to the trees. f. All of the above (7 a-e) to be clarified pri r to review by COB; Comment Acknowledged. g. Provide a Tree Preservation Plan prepar d by a Certified Arborist. This plan must show how the proposed uilding, parking and utilities impact the critical root zoned (d Ip lines) and how you propose to address these impacts i.e.; c own elevating, root pruning andlor root aeration systems. 0 her data required on this plan must show actual tree barricade Ii its (213 of the drip line andlor in the root prune lines If required), tree barricade detail, and the arborist inventory ratings and any ot er pertinent information relating to tree preservation prior to the i suance of any permits. Comment Acknowledged. 8. Harbor Master: a. No comments 9. Fire a. Fire department connection must be free standing, not on Double Check Valve Assembly. FDC must be 10 ated within 40 to 50 feet from a Fire Hydrant. Show on site plan rior to COB review. The Uti/ity Plan(Sheet 4) has been revised t show the Fire Department Connection (FOe) as free standing. The 10 alion of the FDC is within the required 40-50 feet distance from the propo ed fire hydrant. 10. Environmental a. No comments provided 11. General engineering a. Stop bar for egress in right of way? A stop sign and bar wilt remain at the exit dfi ve 8S a safety measure, b. 6" wide I~rosswalk striping? Do we real! need to strip? .Avie . Ll119/2002 12: 05 727784. . Novel"llber 19, 2002 Hooters Office FLD2002-10037 Page 8 of 8 AVID ENG . . The stri{.,ing for the proposed crosswalk ha been removed. Refer to Site Plan(Sh(~et 2). c. Need to show detail for S-1 (doghouse The proposed sanitary manhole '5-1' will b constructed in accordance with City standards. The proposed manhol will be cut into the existing sanitary line in David. Notes will be added 0 the plans to assure unintem..rpted, selVice to the existing reside ces being selVed. d. Addres~; all of the above (11 a-c) prior to review by COB. Comment Acknowledged. e. Need to add a note to remove all unused drive aprons (prior to building permit). A note i~ added to the Site Plan(Sheet 2) st ting all existing driveways to the proj6ct site to be removed and restored NOTES: DRAFT CONDITIONS: 1. That a tree pre~;ervation plan prepared by a ce ified Arborist be submitted to and approved by Staff prior to the issuance f any permits. 2. Provide a site be submitted to and approved by Staff prior to the issuance of any permits which shows: · All required sight triangles; · An ImprlJved transition to the Hooter's R staurant parking loti · Code required loading space; · All unused drive aprons removed. Comments Acknowledged. If you have any QuestiO!lS please do hesitate to give our of ice a call. Sincerely, AVID Engineering, Inc. Richard Tommell, E.!. Design Engineer Cc: Chris Scherer, S::herer Development Neil Keifer, B'andon Realty Ventures, Inc. Avt~ PAGE 09 " . . << :',Clearwater ~ ~ 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4576 CASE #: DATE RECEIVED: RECEIVED BY (staff initials): ATLAS PAGE #: ZONING DISTRICT: LAND USE CLASSIFICATION: ZONING & LAND USE CLASSIFICATION OF ADJACENT PROPERTIES: NORTH: SOUTH: WEST: EAST: o SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION o SUBMIT 12 COPIES OF THE ORIGINAL APPLICATION induding folded site plans o SUBMIT APPLICATION FEE $ 0.00 FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 7/16/01) -PLEASE TYPE OR PRINT- use additional sheets as necessary A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Section 4-202.A) APPLICANT NAME: James Bums President / Limited Prooerties. Inc, MAILING ADDRESS: E.O...B0xA9AfLCJe.ar:water..EL M6.18 E-MAIL ADDRESS: . et:Iill:l.E NUMBER: (727)-53fl-4105 CELL NUMBER: FAX NUMBER: (727) 725-4717 PROPERTY OWNER(S): James Bums (Must inciude ALL owners) AGENT NAME(S): Jayson T Kmiec Avid Engineering Inc MAILING ADDRESS: 2300 Curlew Road Palm Harbor, FL 346fl3 E-MAIL ADDRESS: ikmiec@avideng com PHONE NUMBER: (727) 7fl9-9500 CELL NUMBER: (727)-647 -035fl FAX NUMBER: (727}-7fl4-6662 B. PROPOSED DEVELOPMENT INFORMATION: STREET ADDRESS of subject site: Hampton Road, Clearwater FL LEGAL DESCRIPTION: See attached legal description (if not listed here, please note the location of this document in the submittal) 13/04 PARCEL NUMBER: PARCEL SIZE: 044 Ac (18958 SF) (acres, square feet) PROPOSED USE AND SIZE: 025 Ac (10,900 SF) Offstreet Parking Area (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): Permit a wall six feet in height without landscaping on the external side aod lighting which will not automatically turn off at 9'00 p m (include all requested code deviatioos; e,g. reduction in required number of parking spaces, specific use, etc.) Page 1 of 6 - lexible Development Application - Comprehensive .Infill Redevelopment Project- City of Clearwater . . C. PROOF OF OWNERSHIP: (Section 4-202.A) o SUBMrr A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Section 3-913.A) o Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See attached letter 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See attached letter 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. See 4. The proposed development is designed to minimize traffic congestion. See attached letter 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See attached letter 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. o Provide complete responses to the ten (10) COMPREHENSIVE INRLL REDEVELOPMENT PROJECTCRITERIA (as applicable): 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. See attached lette[ Page 3 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater . . 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) See attached letter 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. See attached letter 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. See attached letter 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. See attached letter 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. See attached letter 7. The design of the proposed comprehensive infill redevelopment project creates a form' and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. See attached letter 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as Q whole. See attached letter 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of parcel proposed for development. See attached letter 10. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. See attached letter Page 4 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater . E. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Section 4-202.A) o SIGNED AND SEALED SURVEY (including dimensions of property) - One original and 12 copies; o COpy OF RECORDED PLAT, as applicable; o PRELIMINARY PLAT, as required; o LOCATION MAP OF THE PROPERTY; o TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed); o GRADING PLAN, as applicable F. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) o SITE PLAN with the following information (not to exceed 24" x 36"): All dimensions; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Index sheet referencing individual sheets included in package; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas, including handicapped spaces; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all refuse collection facilities and enclosures (minimum 12'x10' clear space); Location of all landscape material; Location of all jurisdictional lines adjacent to wetlands; Location of all on site and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks o SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; Number of EXISTING dwelling units and PROPOSED dwelling units; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (FAR.) for all nonresidential uses o REDUCED SITE PLAN to scale (8 Y, X 11) and color rendering if possible o FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; ..", UI-'t:1I :>I-'d<.;t: d'''d:>, Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Page 6 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Projec~ City of Clearwater . . G. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) o LANDSCAPE PLAN: All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including dripline (as indicated on required tree survey); Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes o REDUCED LANDSCAPE PLAN to scale (8 % X 11) (color rendering if possible) o IRRIGATION PLAN (required for Level Two and Three applications) o COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable H. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4-202.A.21 ) o STORMWATER PLAN including the following requirements: Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; Stormwater calculations for attenuation and water quality; Signature of Florida registered Professional Engineer on all plans and calculations o COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit), if applicable o COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, if applicable J. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residentiallnfill Project. o BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials o REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 % X 11) (black and white and color rendering, if possible) as required J. SIGNAGE: (Section 4-202.A.16) o Comprehensive Sign Program application, as applicable (separate applicaiion and fee required) o Reduced signage proposal (8 % X 11) (color), if submitting Comprehensive Sign Program application Page 8 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project-- City of Clearwater . . , K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) D Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Page 9 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater 11/18/2002 13:19 7277846662 . L. SIGNATURE: I, the undersigned, acknowledge that all reprSlientations made In this applicoUon are true and occurate to the best of my knowledge end authorize City representatives to visit and photograph the property described in this application, M. AFFIDAVIT TO AUTHORIZE AGENT: (Names of all property owners) PAGE 08 RICA. COUNlY OF PINELLAS nd subscribed before me this J-~-- day of , _ A,D. 20~ to me and/or by T:1l~ ~ who is personally known bas ~~ ~ as LUCIu.E GRINNELL EXPIRES: AIlllUlt 28, 2004 1l8ft!M~ film Nm81Y litmttllin4~1W11t!i1!i 1. That (I am/we are) the owner(s) ond record title holder(s) of the following described pro erty (address or general location): 2. That this property constitutes the property for which a request for a: (describe request) 3. That the undersigned (has/have) appointed and (does/do) appoint: as (his/their) agent(s) to executE! any petitions or other document!; necessary to affect s ch petition: 3, That this affidavit has been executed to induce the City of Clearwater, Flotidato consider nd act on the above deScribed property; 4. That the applicant acknowledges that alllmpaet fees (parks and recreatlon, traffic. etc.) wi! be paid i"RIOR to the Issuance of a building permit, certificate of occupancy. or other mechanism. whichever occurs first; 5. That site vlSits to the property are necessary by City representatives in order 1.0 process is applicetion end the owner authorl2:ElS City representatives to visit and photograph the property descr/bed in this application; 6. That (I/we) , the undersigned authority, hereby certify that the foregoing Is true and COUNTY OF PINELLAS STATE OF FLORIDA, Before me the unoersigned, an officer duly commiSSioned by the laws of the State of Florida. 0 this ~crU- . 2- (:) 0 'L- , person..uyappeared.:r- ,t3~A1,j ~ Deposes and says that he/she fully understands the contents of the affidavit that he/she signe Page 10 of 6 - Flexible Developm Infill Rede\' LUCILLE GRINNiLL MYCOMMISSION , CO 949763 EXfJ/AESt AIIQUIt 2S 2004 !le-ftlf1j~iYPUIJMo U~11le1l II? day of I I : ulw~fi' "',lv:LV:e lOOlIVll.O~ '6MP.dS"~. ~OOl8L\8MO\:r ,Ii) '11 r-........................-------- I I I ib.1 . · I 'I : , 'I :tJ ~ " ~ i::=-;:.:.;-tt::::, V I L_' I i Ir\ 11 ~ -: : : J - -: I I (i II 'it I l...__.., ... ,-- " I I \-,13 ~ 'I I ~, I "--I r---' ,_oJ I ~\"! b " L___~., " ' n~ .1 I L ______.1 L_______J I. . ~ J...-..."" --------1,.;-.:.:-.-~..:7--------- :)~ t ; : ,.::::::.:.:.:.::~", ~;a ..._...T--.....-.r--;:;,..~ I 'I r----:=:::.~....(1 {'.Hl -------- -----: ""T : " / : ,r--- ~~\: r:~~J 0-, 1 II : , I 111\_ t:lll .: ~ : .. ;,' , J' : \~\ \ ~~~: I .I ~g :9~ L/" 1,-11 ""ill . ~o! : ~ :/ I , , II II ~':H:1 / .!~ r___J 11 ~ I / I II: I ~' \ 1..111 f:t.' / : t \1\ { : f-" i~ \ \ ~: r:1n I .: ____u_____u.. ~ ! \\\~l .... ~~a: 11\1 ~"H~ :3._ t 1: ~ I ,17' '\.~d~ ~l \ I .:JIl '''-'''-'''-'''''''''-=*'~''-:-~'''''''''1 ! 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II IIi i i i i i Ii i i i i i i i II ~i III i ill i lli ~.Iolo" blolol- '!!b....lob.....b..\;o'!!il:K..~~ ::':1'- '- :-:,~"""'l-" '- \.. ......~Io.....: 1:1':1\.:~: '!! ! _....~ ..........:!! ;:~::!= e:!':::!:!Iil;;;r::;::';:;JI/;1l\::'lIlltA::;I'I::!l\li!~"JIlIll' ;:::1; ~~~. rJl;;Ql -. . TJUHSPO-LfTADOH AHALYSJS HOOTEJ(S CO/tPOJr/lTE OFF./CES Frepared For .8MJVPOJV-R.EA.lU kFNTURlf Frepared lly . TRANSPORTATION ANALYSIS HOOTERS CORPORATE OFFICES Prepared For BRANDON REAL TV VENTURE Prepared By LINCKS & ASSOCIATES, INC. 5023 West Laurel Street Tampa, Florida 33607 813-289-0039 March, .2002 Project No. L02033-F LINCKS & ASSOCIATES, INC. . TABLE OF CONTENTS ~ Introduction....................... ....................................................... ... ..................................... 1 Development Potential...................................... ...................... ...... .............. ..... ............... 1 Estimated Project Average Daily Traffic......... .... ............ ..... ............. ..... ........... ....... ........ 1 Project Peak Hour Traffic.................................................. ...... ....... ......... .................... .... 3 Project Trip Distribution.................. ......... ..... ............. ..... ............ ........... ............. ............. 3 Adjacent Transportation Facilities .. ... ........... ..... .............. .............. ...................... ............ 3 Generalized Link Analysis.............. ....... ....... ..... ........................... ..... ............. ....... .......... 7 Appendix LIST OF TABLES 1 Estimated Daily Trip Ends............................................................................................ 5 2 Estimated Project Peak Hour Trip Ends ....... .............. ........................ ......................... 6 3 Generalized Link Analysis......... ... ....... ...... ................................................ ... ........ ........8 LIST OF FIGURES 1 Project Location.. ................ ........................................................ ............... ...................2 2 PM Peak Hour Project Traffic Distribution. .......................... ..................... ...................4 ~ LINCKS & ASSOCIATES, INC. -i- . . INTRODUCTION The purpose of this report is to provide a Transportation Analysis in conjunction with the proposed amendment to the City of Clearwater Future Land Use Plan for the approximately 4.22 acres located north of Gulf to Bay Boulevard and east of Hampton Road in the City of Clearwater, as shown in Figure 1. This report will document the traffic demand associated with the proposed amendment on the adjacent roadway network. DEVELOPMENTPOTENT~L The property is currently designated as Residential Urban on the City of Clearwater Future Land Use Plan. The proposed plan amendment is for Residential Office Limited which permits non-residential development at a maximum FAR of 0.4 and residential development at a density of 7.5 dwelling units per acre. Given the proposed land use designation, the property could be developed for a maximum 73,529 square feet of office development or 31 dwelling units. As a worst case analysis for a transportation standpoint, this analysis will be based on the development of the property of 73,529 square feet of office. ESTIMATED PROJECT AVERAGE DAILY TRAFFIC The trip rates utilized in this report were obtained from the latest computerized version of "Trip Generation by Microtrans" which utilizes the ITE Trip Generation, 6th Edition, 1997, A LINCKS & ASSOCIATES, INC. -1- :!13- ~I-il U!I~~ ~-----~:;~~ I - ",o:-,~,_, 0; 6"" I '- . L ~....~..." j; II< ..::-~. ";...,,.. ... ~~ ""-"1(. ~tl."1r:r"",..r,~\' , .' .~: !~~ . " ! ;. !~mc' ,;.} ;---, \ """!'"' Jr. ~'..3:: '~-r...L~ J, ,,,.,,, "&111CW1l25000 ~i ~ ',..,!. ...~E_ 'fRl'<eEj'''jWJ 'ClWlIPo', , ; ~ ~":: = "" J.., LAicE\; ,..1 : "._. .,,'" ,,~ . t - ", ~ . : l. " L.~" hroo, ~~~ ~~ :~~t ~f'(~ ~:l.\ \r:""J:'t, ':' r--"~~I c, '.' I J olll~l. 'liP; ilniii~t1~~ -')j ~ .~:;~ '\ fi"t-:-~; ~ tlii'~:~:_1 _.-.J~ LA",,: ,L~ ~~\YF ~~L~~jlil~I~~ rQ:).: ~ i" ._ VI ~ ....:::: ~. ....', l=n-.. ,J ~ c::"" i ,:Jill, " .. o.J ~,~ l\""cfJ a ~~Il ~!!.. ~n "'C":iJr"," iI5~'J.',J~1<-^ EI~.I!!I~" .~l.!.. ~I"{t '1~ ~ 57 : ~ 'il,- n~ ,~,:".,_ ~~ / -r_r --ll 'r~!' :J"~ 576. .w,l, '~g~l ~......... ." ,~,~~ ;': }: :~~.... 1"".' I . i.I':. " ::~"Sl~} 4,~ E ,,:;:...:~ 3~~ ,4 !p--~p L.:' l. ;J:..::-- i~1 ARLTON :..} :Wooe ~_ I "-')1,-- -[!!- '0<1, (1 [', ~ =.=:J ~--t; l .1. .') · Ell I t l.J::!!!! \ .d.lli. ~'~A ~ II > : ~''i:l_ ~'", . '.T;' -j [ Z - __ ~. ~~.-;t 4.r~ '.11; ! il!ll .l - . :..~....~:~.. ~ · WY _u ....', -" !il '-"- ":' ,/. i l( ,. '1JJ5 ,.. " ,,""""'....c.1 ,~....,. ",,'f( ~:iij -4 ~,: F:g~~..~~~t~.t~'-:J./~ DJ~~ .:~il 'i~~ 'C' V' . '" .ILU"aT"'" ~ -- ~ I ::J:,,~ ~".;,'-._~ x:',:,:, '!'"~ o'~ II~f f.......il/Ifi 'i:~ ~ ~~'.kF ,~I!J" .-/"'" --- ..JJO[ J;;::,.) ~ I,. ' '::.L""_ LEV '. - r' /5 Ii ~".' ; .... <'k.oJ ~ 1!"'--~~" ~'. l1~ :<so; '-., ["J 550 ,. ':c ~, -I, -- ~~ ~ ,'. ..I! ~ > = ~ ~ "'lam..,_'''C.. .-J1(, ,~ ..."" W 12 ~ r- ~ IUMCJIIVC.-'" ,,2ZlllllL--.. - ' ~ '---9~ :t.~.:..u,.. ~ b " ,,"K Of ~,," IT ., ) ~ J'r--ll r' "~L, lL._ i . ~ "K ~I"". tI I ~257 .~JJ ~iJ~: . L. 1.-._ _.r:.=-.J~"'. ,,-,- "" !.~ i ~ : : ;~~$~\' ~ ; 'ouHT ~ ~ M \~"/. ~7' -7' !ff~ I ~~ :"~T ~ 5 E .....'.} <: w.>,!.; __ II: lil _ ""~~ ".' 'fii} U IUToT~-"/ <,,~ ,'" ~ =... " _~~ .;(s'28Ji1.,III; CoI~S/ . ,DREW ST .... g~...L~_~ ^ ~r ~ ... . ~ H ~ ~ s "I ~ J.~~ ~Pi .=";"" i~ ~ ~p Ct, j .1--"\ iFX~...-{611 - = -, !,? ~ I ~ ~ ~ ~ ~ \\1 ~ ~r-o E~I ~ _~~i'~' ~DohIo.,~: c_____.; ,)~ EI ~ JJ~~""'w; I J ~ ~ n ;; ~ d L:l~~ l.Mtlif ::~~.. ~ '- '.j~~ F.f '~-'1I-"-" "." I !!!:J: . /.~I CIWlUI n .',j~1 ~'-;',,/p~:"'~' .. f.:oo':;-," ~@t.. ,~ 'fEIlt~~: ~OlRt ":itu\-! 18~\ t",:,,~::3j ~'(Jti1-4::/. ~ ;1,;:1 \ u. 9..1:1...... c....=':.~43 ~., M3~ .,.,_ ' "ft... 171_. I . ....., 16 ..,..._c._, " ..!.~.," .~ ~.~ :l,,;wi/"'cl.1;j "~:-~-:-~.!iiiiii . 60~"-; .- -- ~I r.tm':'~ '..rH~, '~..' ra~r::: !.~- , · lI-€W ';V' ---- ~~ : "'_ ~~~~!~' C:;:~"A'.3 BOR" .nr~~ PROJECT 1 ~ : r,. i::~H~~A;:r=l,~ ,,~~'~_), ___. .___ 'I HI l ,j o.i"~r"6t ;';'j,tlf.JllMlID~ i ; ~ ~~ ~ "HILLS ........... IT I . C-"-,~ "' 1:U-'lR--~ DI1 IT r.tIUlU ~ ~ ~ ~ ~ 5;:.. ~~~:~~~ i' .. I ,-: ...... M... " + . s;; =~. .. I 488. ~: A~R lUllS"""" ~Il~ ..... - ~... APANE E I \: -~=:il K ~ VIO~~,., A tUlle.1N: III ~ "lomi.'51]~IIl:TWIIIll H. GARDEN MHP !C:!C". ... AIlGR VI HMtG$Il("~ S""lm:; -... " ..:.1'. rDVE..., ~WfIl...n--~ ,'f?:.!['I". - ~ --- . :~i~.~.b/":''::::!~_'' c H ~ ~ ~ ~S-~ ..' OAE;nt~:if'l[g . . Jj ~AI( lh ~\; . g w r ~t'..~ ,_ _. 1.3 " .'.__ IAL' , \V - U\"\ E' . -~.. -=.__::;~ i~, ORNIN DE I 3 RO = r- __ 1 i~ (IRS ." 474 RDOI--I dh. ' : i~)~:r~.t~r!;l;; ::~I .~ ,~~~c....~ . ~.'.. I . ; g~ ;1' ~'!O ~~~~EAIA · I ~1LJ;:J'ffi . ~I u Z ~ ~, ~ ~ )~i: ~ i\~"i~:~:" l' "~ ,c~ ll"'- J1.. 7: ~ i !FAAMS I .,,"~ ..~.l~~t,p' UJ. 9l_0? ~OVE{~ILLAGE I '''''''.','~~A OR """"'" "U'" ", "'m'~~';~IOA~S ~ - e::::: !-- Q IW~fRV ~ ........'1 ~ t . E,~ to .~\: i' WE'l~~W09.g U",,, ~ "j ~ !!lfr~ N':i : r~,~" _ ii "WI" " ~ ; ~I (v,?C ~,,},_fl) ,'" S 0 ...~..r '. ,.. "''' g". ~ - G~~' ' ," '. ~~ ~- ...--....'..'.~..,I ~j! . ... ,.. ;,' - '1"'" w _ t: f!II"WlTI.-IlIUM. .....0 A~T c.r'" _ t III J..l, i! '"' 1001 ...j1......' ;,',' " ~ I ..n...Y~ ':~~iii Jfi NCIIlUU,t- I D~~ Ifll:.'i ~ =: ~ ,.~S;.n,' .' , "" .'\.i, i:::;:::::'-r I, ~ ~ ~"~~f _ Ci ~. ,-',,' 'gO . L . ',"., ';'" ~ u. ;1 'i. H~'/..f-:,rl"" ~~"LJ-: .. ;1;~\~1 ~ ln~75 Ihl;\~' lli-l Ii '~I.. . a !rKE'i.,\~J1 ~ ~ " > ~I:N~~;~-~: :; ~~;~n. j1fJ- ~ 1'~~."..l~"~Jl\ . rfsl~~L _,~"I~ .... ..,.,; L ,..Jlt..,-,.l(HIT~V~1 _ I t, I ~~:n._~ --~ lD COOPf:R,r:. 1"01N1 ~ .C:=- 15 '" ~ 'tl 'i1o ~ 'i1- 'L !~ NRISE VISlA ,,"AST 1 ",." '" , '~...' 't, o ,28 \ I t==~ , ~ 7(-'"\ ' I : 3.;/ r-, n A LINCKS & ASSOCIATES. INC. -2- fiGURE 1 PROJECT LOCATION as its data base. Based on these trip rates, it is estimated that a 73,529 square foot office development, would generate approximately 1,048 daily trip ends, as shown in Table 1. PROJECT PEAK HOUR TRAFFIC Again, based on the ITE Trip Generation, 6th Edition, 1997 data, the project would generate approximately 147 trip ends during the AM peak hour, with 129 inbound and 18 outbound. During the PM peak hour, the project would generate approximately 162 trip ends, with 27 inbound and 135 outbound, as shown in Table 2. PROJECT TRIP DISTRIBUTION . Project traffic distribution to the adjacent roadway network was estimated utilizing the Tampa Bay Regional Planning Model. Figure 2 illustrates the distribution of the project traffic for the PM peak hour to the adjacent roadway network. ADJACENT TRANSPORTATION FACILITIES The site is located north of Gulf to Bay Boulevard and east of Hampton Road. Hampton Road is a two lane undivided facility. Gulf to Bay Boulevard is a six lane divided facility in the vicinity of the project. A LINCKS & ASSOCIATES, INC. -3- (28%) (14%) ~ . a:: .... _ .38 _4 DREW ST. o c Z 8- 19 - N T ~ ~ ('oj 1 r-- "'" 10'-" II 0 I I 0:: Z I PROJECT 0 .... LOCATION 0.. ~ I I < :I: L----1 IX) i ~ r-- 1 IX) ll'l ll'l ~'-" GULF - TO-BAY - 56 _ 4 BLVD. 11 _ 22 _ ( 42%) (16%) FlGURE 2 PM PEAK HOUR PROJECT TRAFFIC DISTRIBUTION LINCKS & ASSOCIATES, INC. -4- Land Use Office TABLE 1 ESTIMATED DAILY TRIP ENDS .s.ize Trip Ends Trip Rate (1) 73,529 SF 14.25/1,000 SF 1,048 (1) Source: Institute of Transportation Engineers' (lTE) Trip Generation, 6th Edition, 1997. LINCKS & ASSOCIATES, INC. -5- TABLE 2 ESTIMATED PROJECT PEAK HOUR TRIP ENDS (1) Land Use Size AM Peak Hour Trip Ends (1) ill .Q.ut Io.tal PM Peak Hour Trip Ends (1) ill .Q.ut Io1al Office 73,529 SF 129 18 147 27 135 162 (1) Source: ITE Trip Generation, 6th Edition, 1997. LINCKS & ASSOCIATES, INC. -6- According to the City of Clearwater, the Pinellas County and the FOOT five-year work programs, there are no capacity adding improvements scheduled in the vicinity of the project. GENERALIZED LINK ANALYSIS A generalized link analysis was conducted for the regulated roadways in the vicinity of the project. Based on data contained in the Pinellas County 2001 Level of Service Report and the estimated project traffic distribution, all the regulated roadways in the vicinity of the property should operate at an acceptable level of service with existing plus project traffic, as shown in Table 3. LINCKS & ASSOCIATES, INC. -7- M W -l I1l ~ CJ) CJ) >- -l <( Z <( ~ z :J o W N :J ~ w z w (') !! ~~ 0)5 c; o 0 c I.,liC-- -- ro .- iil Q)(.)- -- .,liC Il. Q) x ro .... W Q) 0 Il. ~ ~J c- (.) Q) 0 ro (.) Cl. .... ro Q) U c.. 5 C; o 0 I~~ Q) (.)- ~Il.~ Q) -- Il. 0 .... I ::J C o 0 I.,liC~ ro (.)- .,liCQ)Q) ro Il. .... Q) -- Il. 0 j ~ ~ J o Z o Z o Z o Z c) ! vr w ~ (.) o en en ct: ~ en :.:: (.) z :i 0) .M 0) N M o 0) N o co co .,.... CD co >. - c: ::J o U f/) ro Qi c: c: Qj (.) .... ::J o CJ) ..-.. .,.... '-" N co co N N co co N N -::t co N V co ;:,R o I'- ;:,R o CD ci .,.... I'- .,.... LO N L() L() N N M M M ("I) o 0 -l -l CD co c ~ .8-oroQ) Cl.mE> E 0 -0 -c roC::: cO I j 0) .,.... C .8-0 Cl.ro E 0 roC::: I CJ) ::> -0 > I1l >. m I1l o ....- ~ ::J (') -8- ;:,R o o N ;:,R o o .,.... co en ("I) .,.... I'- t'-- CD CD co co - - .,.... .,.... o 0 -l -l -::t v c ~ .8-oroQ) Cl.roE> E 0 -0 -c roC:::c:O I j 0) .,.... c: .8"0 o.ro E 0 roC::: I CJ) ::> ....- Q) Q) .... U5 ~ Q) .... o APPENDIX ~ LINCKS & ASSOCIATES, INC. ITE TRIP GENERATION A LINCKS & ASSOCIATES, INC. . . . Summary of Trip Generation Calculation For 73.529 Th.Gr.Sq.Ft. of General Office Building February 28, 2002 Average Rate Standard Deviation Adjustment Factor Driveway Volume Avg. Weekday 2-Way Volume 14.25 0.00 1. 00 1048 7-9 AM Peak Hour Enter 1. 75 0.00 1. 00 129 7-9 AM Peak Hour Exit 0.24 0.00 1. 00 18 7-9 AM Peak Hour Total 1. 98 0.00 1. 00 146 4-6 PM Peak Hour Enter 0.37 0.00 1. 00 27 4-6 PM Peak Hour Exit 1. 83 0.00 1. 00 135 4-6 PM Peak Hour Total 2.20 0.00 1. 00 162 Saturday 2-Way Volume 2.39 0.00 1. 00 176 Saturday Peak Hour Enter 0.22 0.00 1. 00 16 Saturday Peak Hour Exit 0.18 0.00 1. 00 13 Saturday Peak Hour Total 0.40 0.00 1. 00 29 Note: A zero indicates no data available. The above rates were calculated from these equations: 24 - Hr. 2-Way Volume: LN(T) .768LN(X) + 3.654, R/ 2 0.8 7-9 AM Peak Hr. Total: LN(T) .797LN(X) + 1. 558 R/'2 0.83 , 0.88 Enter, 0.12 Exit 4-6 PM Peak Hr. Total: T = 1.121(X) + 79.295 R^2 0.82 , 0.17 Enter, 0.83 Exit AM Gen Pk Hr. Total: LN(T) = .7 97L1'1 (X) + 1.558 R^2 0.83 , 0.88 Enter, 0.12 Exit PM Gen Pk Hr. Total: T = 1.121(X) + 79.295 R^2 = 0.82 , 0.17 Enter, 0.83 Exit Sat. 2-Way Volume: T = 2.136(X) + 18.473, P^'J 0.66 , .:... Sat. Pk Hr. Total: LN(T) .814L1'1(X) + -.115 Sun. 2-Way Volume: LN (T) .863LN(X) + .306, R/'2 0.5 Sun. Pk Hr. Total: LN(T) .605LN(X) + -.228 R^2 = 0.56 , 0.58 Enter, 0.42 Exit Source: Institute of Transportation Engineers Trip Generation, 6th Edition, 1997. TRIP GENEP~~ION BY MICROTP~NS --- N ~ 'tl 'tl . 8 ;f $ Q ;f e- o... Q <"l N .n "it ...... ;l: .... ~ .... lr) .n Oil 0'\ = Q = 0 Q N 00 = N. ("'l 6 N. ("'l id 0 ~ Q ,..; ,..; ~ ...... ...... u ...... ...... e flI9- e flI9- -< -< ~ 'tl ] Eo< Q 5 ~ Eo< .Q3 = .... .... ~ 0 c ... fIl 8 co III .. C ~ Q) ~ z ;:s Q 0... .... == c =-- = ...... is .. N .. I,Q -< N III ...... = "<t = (<) III I ~ 0 ~ ...... 0 ~ ~ e ... QO I:: = = Q \C U ~ = = = M ~ = = = = .... = M = gj = a-: 6 = v N = ~ v I,Q ""' N = -< ...... 0 = .-I tl.l = Q.l ~ N ... 0... ~ ~ 00 ~ ~ =h:: <a '2 ..... .~ Q. ~ Q) = .... ~ ~ ~ ~ = 0 ~ .s u .... Q) Q, :0 .C .. ";;: '" Q) III ~ ~ III "8 u = en ~ ~ ... ~ Eo< E-< ... III 0 .... 0 ~ ;l.; ::r: r-- (<) 8 ...... I N ~ 8 "8 N ..lo<: ~ III 0 .c (,) fIl ~ II Q) e ~ ti ..r::: III U = ~ u ~ III III e = ;:s e . . E p I c ENVIRONMENTAL PLANNING INFORMATION & COUNSELING INe. . . E PIC ENVIRONMENTAL PLANNING INFORMATION" COUNSELING INC. Neil Kiefer Hooters Management Corporation 26133 US Highway 19 North Suite 100 Clearwater, Florida 33763-2019 Jayson Kmiec Catherine Morahan A vid Engineering 2300 Curlew Road Palm Harbor, Florida 34683 August 2, 2002 RE: Hooters/Hampton Road Development Tree Assessment Report Dear Mr. Kiefer: ENGAGEMENT As you authorized my proPOSal of July 2, 2002, I have completed my assessment of the site trees at the referenced site. ASSIGNMENT My assignment was to place a numerically stamped lag into each subject tree. These numerically stamped tags coincide with the numbered tree(s) on the Avid tree survey. My assignment also included asseSSing the condition rating of each SUbject tree on a scale of 1 - 5; 1 being the 'MJrst condition of a subject tree, and 5 being the best condition of a subject tree. The City of Clearwater directed that this scale of 1 _ 5 be used on this assignment. Finally, my assignment included a written report of my tree assessment, written Specffications for canopy pruning, tree protection specifications, root pruning specifications, and chemical specifications including fertilization. 015 Mich;gan Avenue · Palm Harbor, Florida 346B3 . (727) 786-8128 . FAX (727) 789-1697 . E-MAIL joesamnik@aol.com . . SUMMARY OPINION In my opinion, no tree with a condition rating lower than 3 should be considered for preservation. Hooters/Hampton Road Development Tree Assessment August 2, 2002 Author: Joseph R. Samnik Certified Arborist, #S0-D40B Certified - Bureau of Entomology, #n74 Page 2 Only 36 trees have a condition rating of 3 or greater. The remaining 180 trees subject to this assignment have been structurally compromised and irreparably damaged by an intensive infestation of vines. This infestation of vines succeSsfully competed with the subject trees for sunlight and spatial growth thereby rendering an unacceptable condition rating for after situation landscape viability. EXPLANATION OF ASSESSMENT CHART The assessment chart consists of 216 total trees. These 216 trees are the subjects of my assignment. Each subject tree is listed by tag number, common name, botanical name, diameter size, and condition rating. All field tag numbers exactly match the tree numbers annotated on the Avid survey except Avid tree # 161 is now tree tag # 3638. During my field assessment of Mr. Gabriel's property, I was instructed by Mr. Gabriel to speak with his attorney over the telephone. During that telephone conversation, Mr. Gabriel's attorney asked me to leave the subject property. Mr. Gabriel informed me that his contiguous neighbor, Ms. Allen, also did not want me on her property. I telephoned Ms. Morahan, RLA, at A vid Engineering. Ms. Morahan directed me to wait for further instructions from you before proceeding with this sector of my assignment. Please advise. Please note that some tags were placed into trees on both Gabriel and Allen's parcels prior to notification to vacate. Due to the advisory to vacate these two subject parcels, the following tree tag numbers were not used in the field or in this report: 28, 29,30,41 _ 53, and 57 _ 81. . . Hooters/Hampton Road Development Tree Assessment August 2, 2002 Author: Joseph R. Samnik Certified Arborist, #S0-D40B Certified - Bureau of Entomology, #7774 Page 3 CANOPY PRUNING SPECIFICATIONS All subject trees will be pruned as needed to reduce the danger to future targets caused by visibly defined hazards and maintain or improve tree health and structure by the selective removal of dead, dying, diseased, or weak branches two inches (2") in diameter or greater. Refer to Hazard Reduction and Crown Cleaning ANSI-A300 for specifications. All pruning will be in aCCOrdance with ANSI - A300 Tree, Shrub, and Other WOOdy Plant Maintenance - Standard Practices. NOTE: All pruning will be performed by an International Society of Arboriculture certified Arboris! holding a current certification card. ROOT PRUNING SPECIFICATIONS Equipment to be used for root pruning must be approved by the site consulting Arborist. Apply Cleary's and Subdue 2E fungicides as a drench to all root pruned areas and to limits of barricade zones. Apply fungicides at the highest labeled rates. Apply approved insecticide as a prophylactic treatment for the control of bark beeties. Insecticide may be applied compatibly with foliage fungicides to COver entire tree, including trunk. NOTE: These products must be applied by a licensed, certified Pest Control Operator, in the categories of lawns and Ornamentals. CPO must have curren! 1.0. card and Business license issued by the Department of AgricuUure and Consumer Services, State of Florida. FERTILIZATION SPECIFICATIONS Apply 10-3-15 fertilizer (Sunniland item #60572) at the rate of 2.5 pounds of actual Nitrogen per 1,000 square feet of tree canopy area. NOTE: All fertilization applications will be performed to the specifications of ANSI- A300 (Part 2) - for T rea Care Operations- Tree, Shrub, and Other WOOdy Plant Maintenance - Standard Practices (Fertilization) . . Hooters/Hampton Road Development Tree Assessment August 2, 2002 Author: Joseph R. Samnik Certified Arborist, #50-0408 Certified. Bureau of Entomology, #n74 Page 4 Apply as a foliage spray solution, at highest labeled rates, the following compatible products: F-45 (Equivalent: Manzate; Mancozeb) Copper Sequesterine Iron Adjuvent NOTE: These products must be applied by a licensed, certified Pest Control Operator, in the categories of Lawns and Ornamentals. CPO must have current 1.0. card and. Business License issued by the Department of Agriculture and Consumer Services, State of Florida. Barricades will be built in accordance with the City of Clearwater, Florida's specifications. MULCH Apply two inches (2") of clean, re-cycled tree parts, or pine bark, as a mulch to the barricade limits. Please advise if I may be of further assistance to you in this matter. I affirm that my opinions have been made in total good faith, based on the facts presented during my inspection, with no coercion from others. I further affirm that I have no interest with the parties or people involved with this issue nor any interest with regard to the outcome. Read all pesticide labels carefully before using. Remember, the label is the law. The pesticides recommended in this report must be applied by a State Certified Pesticide Operator licensed in lawns and ornamentals (L&O) pursuant to Chapters 482 and 10550 of the Florida Statutes and the Department of Agriculture and Consumer Services. Sincerely, ) J ~c:bf~~ 4<C4turvrnJc J s ph~. Samnik labh . e HOOTERS Author: Joseph R. Samnik August 2, 2002 TAG # COMMON NAME BOTANICAL NAME SIZE CONDITION 1 LAUREL OAK QUERCUS LAURIFOLJA 16" 2 2 LIVE OAK QUERCUS VIRGIN/ANA 16" 2 3 LAUREL OAK QUERCUS LAURIFOLJA 8" 1 4 LAUREL OAK QUERCUS LAURIFOLJA 6" 1 5 LAUREL OAK QUERCUS LAURIFOLIA 4" 1 6 WATER OAK QUERCUS N/GRA 13" 3 7 LAUREL OAK QUERCUS LAURIFOLJA 5" 1 8 LAUREL OAK QUERCUS LAURIFOLJA 7" 1 9 LAUREL OAK QUERCUS LAURIFOLJA 6" 1 10 LAUREL OAK QUERCUS LAURIFOLJA 10" 1 11 LIVE OAK QUERCUS VIRGIN/ANA 12" 2 12 LIVE OAK QUERCUS VIRGIN/ANA 4" 1 13 LIVE OAK QUERCUS VIRGIN/ANA 6" 1 14 LAUREL OAK QUERCUS LAURIFOLJA 10" 1 15 LAUREL OAK QUERCUS LAURIFOLJA 10" 1 16 LIVE OAK QUERCUS VIRGINIANA 5" 1 17 WATER OAK QUERCUS N/GRA 10" 2 18 LIVE OAK QUERCUS VIRGINIANA 5" 1 19 LIVE OAK QUERCUS VIRGIN/ANA 10" 1 20 LIVE OAK QUERCUS VIRGINIANA 8" 1 21 EAR POD TREE ENTERLOBIUM CYCLOCARPUM 26" 3 22 LAUREL OAK QUERCUS LAURIFOLJA 42" 2 23 LIVE OAK QUERCUS VIRGIN/ANA 6" 3 24 LIVE OAK QUERCUS VIRGIN/ANA 19" 4 25 LIVE OAK QUERCUS VIRGIN/ANA 20" 4 26 WASHINGTON PALM WASHINGTON/A ROBUSTA 12' 4 27 WASHINGTON PALM WASHINGTONIA ROBUSTA 50' 4 28 29 30 31 QUEEN PALM SYAGRUS ROMANZOFFIANA 60' 3 32 WATER OAK QUERCUS NIGRA MIS 13", 12", 10", 13" 2 33 QUEEN PALM SYAGRUS ROMANZOFFIANA 35' 3 34 QUEEN PALM SYAGRUS ROMANZOFFIANA 40' 3 35 QUEEN PALM SYAGRUS ROMANZOFFIANA 40' 3 36 QUEEN PALM SYAGRUS ROMANZOFFIANA 18' 3 37 QUEEN PALM SYAGRUS ROMANZOFFIANA 50' 3 38 QUEEN PALM SYAGRUS ROMANZOFFIANA 50' 3 39 QUEEN PALM SYAGRUS ROMANZOFFIANA 50' 3 40 CABBAGE PALM SABAL PALMETTO MATURE 3 41 42 43 44 45 46 47 48 49 50 Page 5 . HOOTERS · - A~or. Joseph P. sam---:- August 2, 2002 TAG # COMMON NAME BOTANICAL NAME SIZE CONDITION 51 52 53 54 LAUREL OAK QUERCUS LAURIFOLlA 35" 2 55 LIVE OAK QUERCUS VIRGIN/ANA 26" 2 56 WATER OAK QUERCUS N/GRA 25" 2 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 LIVE OAK QUERCUS VIRGIN/ANA 8" 2 83 LIVE OAK QUERCUS VIRGIN/ANA 13" 2 84 LIVE OAK QUERCUS VIRGINIANA 6" 1 85 LIVE OAK QUERCUS VIRGINIANA 4" 1 86 LIVE OAK QUERCUS VIRGIN/ANA 21" 2 87 LIVE OAK QUERCUS VIRGINlANA 22" 3 88 WATER OAK QUERCUS NIGRA 29" 2 89 WATER OAK QUERCUS NIGRA 13" 1 90 WATER OAK QUERCUS NIGRA 7" 1 91 WATER OAK QUERCUS NIGRA 15" 2 92 WATER OAK QUERCUS NIGRA 12" 2 93 WATER OAK QUERCUS NIGRA 6" 1 94 LIVE OAK QUERCUS VIRGINIANA 7" 1 95 LIVE OAK QUERCUS VIRGIN/ANA 5" 1 96 LIVE OAK QUERCUS VIRGINIAN A 4" 1 97 LIVE OAK QUERCUS VIRGIN/ANA MIS 8",10" 1 98 LIVE OAK QUERCUS VIRGINIANA 14" 2 99 LIVE OAK QUERCUS VIRGINIANA 8" 1 100 LIVE OAK QUERCUS VIRGINIANA 8" 1 Page 6 . e HOOTERS Author: Joseph R. Samnilc August 2, 2002 TAG # COMMON NAME BOTANICAL NAME SIZE CONDITION 101 LIVE OAK QUERCUS VIRGINIAN A 10" 1 102 WATER OAK QUERCUS NIGRA MIS 8", 8" 2 103 WATER OAK QUERCUS NIGRA 5" 1 104 LIVE OAK QUERCUS VIRGINlANA 20" 1 105 WATER OAK QUERCUS NIGRA 8" 1 106 LIVE OAK QUERCUS VIRGINlANA 4" 1 107 LIVE OAK QUERCUS VIRGINIAN A 6" 1 108 LAUREL OAK QUERCUS LAURIFOLlA 7" 1 109 LIVE OAK QUERCUS VIRGINIAN A 10" 1 110 LIVE OAK QUERCUS VIRGINlANA 7" 1 111 SLASH PINE PINUS ELLIOTTII 20" 2 112 WATER OAK QUERCUS NIGRA 11" 1 113 WATER OAK QUERCUS NIGRA 6" 1 114 WATER OAK QUERCUS NIGRA 7" 1 115 LIVE OAK QUERCUS VIRGINIANA 6" 1 116 LIVE OAK QUERCUS VIRGINIANA 12" 1 117 LIVE OAK QUERCUS VIRGINIAN A 11" 1 118 WATER OAK QUERCUS NIGRA 8" 1 119 WATER OAK QUERCUS NIGRA 6" 1 120 WATER OAK QUERCUS NIGRA 5" 1 121 WATER OAK QUERCUS NIGRA 10" 2 122 WATER OAK QUERCUS NIGRA 5" 1 123 SLASH PINE PINUS ELLlOTTII 16" ON GROUND 124 WATER OAK QUERCUS NIGRA 7" 1 125 LIVE OAK QUERCUS VIRGINlANA 15" 2 126 WATER OAK QUERCUS NIGRA 9" 1 127 WATER OAK QUERCUS NIGRA 10" 1 128 LIVE OAK QUERCUS VIRGINlANA 10" 1 129 WATER OAK QUERCUS NIGRA 6" 1 130 WATER OAK QUERCUS NIGRA 9" 1 131 WATER OAK QUERCUS NIGRA 6" 1 132 WATER OAK QUERCUS NIGRA MIS 8", 9" 2 133 WATER OAK QUERCUS NIGRA 5" 1 134 LIVE OAK QUERCUS VIRGINIAN A MIS 10",6",11" 2 135 WATER OAK QUERCUS NIGRA 5" 1 136 RED MAPLE ACER RUBRUM MIS 6", 4", 3" 1 137 LAUREL OAK QUERCUS LAURIFOLlA 12" 1 138 CABBAGE PALM SABAL PALMETTO MATURE 2 139 WILD CHERRY PRUNUS ILICIFOLJA 6" 1 140 WATER OAK QUERCUS NIGRA 5" 1 141 LIVE OAK QUERCUS VIRGINlANA 15" 3 142 CABBAGE PALM SABAL PALMETTO MATURE 3 143 LIVE OAK QUERCUS VIRGINIAN A 6" 1 144 WATER OAK QUERCUS NIGRA 7" 2 145 WATER OAK QUERCUS NIGRA 7" 1 146 CABBAGE PALM SABAL PALMETTO MATURE 3 147 SLASH PINE PINUS ELLlOTTII 23" 1 148 CAMPHOR CINNAMONUM CAMPHORA 15" 3 149 CAMPHOR CINNAMONUM CAMPHORA MIS 15", 15" 2 150 WATER OAK QUERCUS NIGRA 7" 1 Page 7 ] ] ] ] ] ] ] ] 1 J 1 J ] ) I I I I 1 . . Author: Joseph R. Samnlk August 2, 2002 HOOTERS TAG # COMMON NAME BOTANICAL NAME SIZE CONDITION 151 WATER OAK QUERCUS NIGRA 5" 1 152 WATER OAK QUERCUS NIGRA 5" 1 153 WATER OAK QUERCUS NIGRA MIS 6", 3" 1 154 WATER OAK QUERCUS NIGRA 10" 3 155 WATER OAK QUERCUS NIGRA 12" 2 156 WATER OAK QUERCUS NIGRA 9" 1 157 LAUREL OAK QUERCUS LAURIFOLlA 6" 1 158 WATER OAK QUERCUS NIGRA 5" 1 159 LIVE OAK QUERCUS VIRGINIANA 6" 1 160 SLASH PINE PINUS ELLIOTTII 18" 1 3638 WATER OAK QUERCUS NIGRA 10" 1 162 LAUREL OAK QUERCUS LAURIFOLlA 7" 2 163 WATER OAK QUERCUS NIGRA 8" 2 164 WATER OAK QUERCUS NIGRA 7" 1 165 LIVE OAK QUERCUS VIRGINIAN A 20" 1 166 LIVE OAK QUERCUS VIRGINIANA 20" 2 167 LIVE OAK QUERCUS VIRGINlANA 8" 1 168 WATER OAK QUERCUS NIGRA 10" 1 169 WATER OAK QUERCUS NIGRA 8" 1 170 LIVE OAK QUERCUS VIRGINIAN A 6" 1 171 LIVE OAK QUERCUS VIRGINlANA 4" 1 172 LIVE OAK QUERCUS VIRGINIAN A 10" 1 173 WATER OAK QUERCUS NIGRA 15" 3 174 WATER OAK QUERCUS NIGRA 12" 1 175 WATER OAK QUERCUS NIGRA 5" 1 176 WATER OAK QUERCUS NIGRA 25" 3 177 WATER OAK QUERCUS NIGRA 5" 1 178 WATER OAK QUERCUS NIGRA 6" 1 179 LAUREL OAK QUERCUS LAURIFOLlA 9" 1 180 LAUREL OAK QUERCUS LAURIFOLlA 6" 1 181 WATER OAK QUERCUS NIGRA 4" 1 182 QUEEN PALM SYAGRUS ROMANZOFFIANA 3 183 NOT USED - SEE SURVEY 3 184 LIVE OAK QUERCUS VIRGINlANA 5" 2 185 WATER OAK QUERCUS NIGRA 11 " 1 186 WATER OAK QUERCUS NIGRA 9" 1 187 LIVE OAK QUERCUS VIRGINlANA 8" 1 188 WATER OAK QUERCUS NIGRA 4" 1 189 LIVE OAK QUERCUS VIRGIN/ANA 10" 1 190 LIVE OAK QUERCUS VIRGINlANA 6" 2 191 WATER OAK QUERCUS NIGRA 18" 1 192 WATER OAK QUERCUS NIGRA 7" 1 193 LIVE OAK QUERCUS VIRGIN/ANA 11" 1 194 WATER OAK QUERCUS NIGRA 11" 1 195 LAUREL OAK QUERCUS LAURIFOLlA MIS 5", 6" 1 196 LIVE OAK QUERCUS VIRGIN/ANA 5" 1 197 LAUREL OAK QUERCUS LAURIFOLlA 5" 1 198 LIVE OAK QUERCUS VIRGINIAN A 10" 2 199 LIVE OAK QUERCUS VIRGINIANA MIS 8", 8" 2 200 LIVE OAK QUERCUS VIRGINIAN A 12" 1 Page 8 . HOOTERS '. TAG # COMMON NAME BOTANICAL NAME SIZE CONDITION 201 LIVE OAK QUERCUS VIRGIN/ANA 13" 1 202 WATER OAK QUERCUS NIGRA 9" 1 203 CAMPHOR CINNAMONUM CAMPHORA MIS 10", 17" 2 204 WATER OAK QUERCUS NIGRA 8" 1 205 LIVE OAK QUERCUS VIRGIN/ANA 8" 1 206 WATER OAK QUERCUS NIGRA 14" 1 207 LIVE OAK QUERCUS VIRGINIAN A MIS 10", 11", 5" 1 208 LIVE OAK QUERCUS VIRGIN/ANA MIS 13", 16" 1 209 WATER OAK QUERCUS NIGRA 7" 2 210 SLASH PINE PINUS ELLlOTTII 17" 2 211 CAMPHOR CINNAMONUM CAMPHORA 22" 3 212 CAMPHOR CINNAMONUM CAMPHORA 19" 3 213 LAUREL OAK QUERCUS LAURIFOLlA 10" 1 214 EAR POD TREE ENTERLOBIUM CYCLOCARPUM 30" 3 215 WATER OAK QUERCUS NIGRA 5" 1 216 WATER OAK QUERCUS N/GRA 6" 1 217 RED MAPLE ACER RUBRUM 8" 2 218 SLASH PINE PINUS ELLlOTTII 18" 1 219 LIVE OAK QUERCUS VIRGINIAN A 16" 2 220 LIVE OAK QUERCUS VIRGIN/ANA 12" 2 221 LAUREL OAK QUERCUS LAURIFOLlA 14" 1 222 WATER OAK QUERCUS NIGRA 8" 1 223 LIVE OAK QUERCUS VIRGIN/ANA 5" 1 224 CAMPHOR CINNAMONUM CAMPHORA 15" 1 225 CAMPHOR CINNAMONUM CAMPHORA 18" 1 226 SLASH PINE PINUS ELLlornl 23" 1 227 CAMPHOR CINNAMONUM CAMPHORA 12" 2 228 WATER OAK QUERCUS NIGRA 9" 1 229 LAUREL OAK QUERCUS LAURIFOLlA 26" 2 230 QUEEN PALM SYAGRUS ROMANZOFFIANA 35' CLUMP 4 231 QUEEN PALM SYAGRUS ROMANZOFF1ANA 35' CLUMP 4 232 QUEEN PALM SYAGRUS ROMANZOFFIANA 35' CLUMP 4 233 LIVE OAK QUERCUS VIRGIN/ANA 17" 2 234 LIVE OAK QUERCUS VIRGINlANA 4" 1 235 LIVE OAK QUERCUS VIRGIN/ANA 4" 1 236 WATER OAK QUERCUS NIGRA 17" 2 237 LIVE OAK QUERCUS VIRGINIAN A 8" 2 238 LIVE OAK QUERCUS VIRGIN/ANA 6" 1 239 WATER OAK QUERCUS NIGRA MIS 17",18" 1 240 WATER OAK QUERCUS NIGRA MIS 6",6" 1 241 LAUREL OAK QUERCUS LAURIFOLlA 7" 2 242 LAUREL OAK QUERCUS LAURIFOLlA 6" 2 243 LIVE OAK QUERCUS VIRGIN/ANA MIS 10",19" 3 244 LIVE OAK QUERCUS VIRGIN/ANA 10" 1 245 WILD CHERRY PRUNUS ILlC/FOLlA 7" 1 246 WATER OAK QUERCUS N/GRA 11" 2 247 LAUREL OAK QUERCUS LAURIFOLlA 7" 2 248 WATER OAK QUERCUS NIGRA 10" 2 249 LAUREL OAK QUERCUS LAURIFOLlA 16" 1 250 LAUREL OAK QUERCUS LAURIFOLIA 11" 2 Author: Joseph R. Samnik August 2, 2002 Page 9 . . HOOTERS Author: Joseph R. Samnlk August 2, 2002 TAG # COMMON NAME BOTANICAL NAME SIZE CONDITION 251 LIVE OAK QUERCUS VIRGIN/ANA 10" 3 252 LIVE OAK QUERCUS VIRGINIAN A 14" 3 253 SLASH PINE PINUS ELLIOTTlI 23" 2 254 NOT USED - SEE SURVEY 255 LAUREL OAK QUERCUS LAURIFOUA MIS 18", 17", 17" 1 256 EAR POD TREE ENTERLOBIUM CYCLOCARPUM 5" 1 257 LIVE OAK QUERCUS VIRGIN/ANA 47" 3 Page 10 . . CASE #: ~cJ2Zfp~ t.. ~ I ~ ~ ~ DATE RECEI"i7rn:___L:Z__J"'...:Li(.?_t RECEIVED BY (staff initials):.217?_______ ATLASPAGE#: zcr[f~_=. ZONING DISTRICT~------D-....,------- LAND USE CLASSIFICATiON~=gl~==- ZONING & LAND USE CLASSIFICATION OF ADJACENT PROPEf3:I:.IES: NORTH: (/ SOUTH:lJfP/l. _ =--=--= WEST: _J:2..___ ____ Clearwater ~ ~ 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4576 o SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION o SUBMIT 12 COPIES OF THE ORIGINAL APPLICATION induding folded site plans o SUBMIT APPLICATION FEE $ FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Infill Redevelopment Project (Revised 7/16/01) -PLEASE TYPE OR PRINT- use additional sheets as necessary E-MAIL ADDRESS: PHONE NUMBER: o A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Section 4-202.A) APPLICANT NAME: MAILING ADDRESS: CELL NUMBER: FAX NUMBER: 727-725-4717 PROPERTY OWNER(S): Neil Keifer (Must include ALL owners) AGENT NAME(S): Jayson T Kmiec / Avid Engineering Inc MAILING ADDRESS: 2300 Curlew Road Palm Harbor FL, 34683 E-MAIL ADDRESS: ikmiec@avideng com PHONE NUMBER: 727-784-6662 CELL NUMBER: 727-647-0358 FAX NUMBER: 727-784-6662 B. PROPOSED DEVELOPMENT INFORMATION: STREET ADDRESS of subject site: ~HamPton Road Clearwater FL LEGAL DESCRIPTION: See attached legal description (if not listed here, please note the location of this document in the submittal) 13/03, 13/04, 13/041, 13/05 PARCEL NUMBER: PARCEL SIZE: 262 Ac (113,929 SF) (acres, square feet) PROPOSED USE AND SIZE: 30 000 S F Office Building (number of dwelling units, hotel rooms or square footage of nonresidential use) DESCRIPTION OF REQUEST(S): Reduction in rear buffer reQuirements (include all requested code deviations; e.g. reduction in required number of parking spaces, specific use, etc.) Page 1 of 6 - lexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater . . DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TOR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO ..x.. (if yes, attach a copy of the applicable documents) . Page 2 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater . . C. PROOF OF OWNERSHIP: (Section 4-202.A) o SUBMIT A COPY OF THE TI1LE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 6) D. WRITTEN SUBMITTAL REQUIREMENTS: (Section 3-913.A) o Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. See atached letter 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. See atached letter 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. See atached letter 4. The proposed development is designed to minimize traffic congestion. See atached letter 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. See atached letter 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. See o Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECTCRITERIA (as applicable): 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. See atached letter Page 3 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater . . 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing value of the site and the proposed value of the site with the improvements.) See atached letter 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. See atached letter 4. The uses or mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. See atached letter 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. See atached letter 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. See atached letter 7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. See atached letter 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. See atached letter 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of parcel proposed for development. See atached letter 10. The design of all buildings complies with the Tourist District or Downtown District design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. See atached letter Page 4 of 6 - Flexible Development Application - Comprehensive Infill Redevelopment Project- City of Clearwater . . E. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) Y SIGNED AND SEALED SURVEY (including legal description of property) - One original and 12 copies; o COPY OF RECORDED PLAT, as applicable; o PRELIMINARY PLAT, as required; g-- LOCATION MAP OF THE PROPERTY; ~ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines.) It" GRADING PLAN, as applicable; F. SITE PLAN SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) o / =Z _L / -7' _L -~ -Z =Z / -7 =Z / Z 7 -7 -7 -r 7- SITE PLAN with the following information (not to exceed 24" x 36"): All dimensions; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; Location map; Index sheet referencing individual sheets included in package; Footprint and size of all buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rights-of-way within and adjacent to the site; Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all refuse collection facilities and all required screening (min. 10'x12' clear space); Location of all landscape material; Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; and Location of all existing and proposed sidewalks. 0/ -7 _L / -7 -7 -7 -7 _L _z_ SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: Land area in square feet and acres; Number of dwelling units proposed; Gross floor area devoted to each use; Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces and driveways, expressed in square feet and percentage of the paved vehicular area; Size and species of all landscape material; Official records book and page numbers of all existing utility easement; Building and structure heights Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. o REDUCED SITE PLAN to scale (8 Y, X 11) and color rendering if possible; o / -7 =Z .r -7 -7 _L /' " FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); Streets and drives (dimensioned); Building and structural setbacks (dimensioned); Structural overhangs; Tree Inventory; prepared by a "certified arborist", of all trees 8" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees. Page 3 of 6 - Flexible Development Application - City of Clearwater . . G. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Design Criteria Manual and 4-202.A.21) 0/ -7 -/ =2- / -7 o STORMW A TER PLAN including the following requirements: Existing topography extending 50 feet beyond all property lines; Proposed grading including finished floor elevations of all structures; All adjacent streets and municipal storm systems; Proposed storm water detention/retention area including top of bank, toe of slope and outlet control structure; Storm water calculations for attenuation and water quality; Signature of Florida registered Professional Engineer on all plans and calculations COPY OF SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of City Building Permit) o COPY OF STATE AND COUNTY STORMWATER SYSTEM TIE-IN PERMIT APPLICATIONS, as applicable 0/ -7 -7 -7 -7 -7 -7 -7 L L_ H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) ./ LANDSCAPE PLAN: All existing and proposed structures; Names of abutting streets; Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Proposed and required parking spaces; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including dripline; Location, size, description, specifications and quantities of all existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. o REDUCED LANDSCAPE PLAN to scale (8 Y, X 11) (color rendering if possible); o IRRIGATION PLAN (required for level two and three approval); o COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) Required in the event the application includes a development where design standards are in issue (e.g. Tourist and Downtown Districts) or as part of a Comprehensive Infill Redevelopment Project or a Residentiallnfjll Project. o BUILDING ELEVATION DRAWINGS - all sides of all buildings including height dimensions, colors and materials; o REDUCED BUILDING ELEVATIONS - four sides of building with colors and materials to scale (8 Y, X 11) (black and white and color rendering, if possible) as required. J. SIGNAGE: (Division 19. SIGNS I Section 3-1806) o Comprehensive Sign Program application, as applicable (separate application and fee required). o Reduced signage proposal (8 Y, X 11) (color), if submitting Comprehensive Sign Program application. K. TRAFFIC IMPACT STUDY: (Section 4-801.C) 6' Include as required if proposed development will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Trip generation shall be based on the most recent edition of the Institute of Transportation Engineer's Trip General Manual. Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. Page 4 of 6 - Flexible Development Application - City of Clearwater '10/23/2002 89:51 . 7277846562 . AVID ENG PAGE 82/82 L. SIGNATURE: STATE OF FLORIDA, COUNTY CF PINE~LAS Sworn to and &ubacnbed before m. this ~ day of ~ber ,A.D. zo 02 to me andlor by el l3. K1~r who Is per.sonllll)' known hilS produced -oersonallv known as Identification, 1. the undersigned. acl\nowledlll: that all representations made in Ihis ElPpllcation are true and accurate to the besl of my k.nowledge and <lulho,IZl'l City repruentlltiv1l6 to vi,it and photograph Ihe propel1y describeclln this application. ~~ Notary publ~. My commISsion expires; LUCILlE-GRINNELL EXPIRES: August 29, 2004 Bonded Thru Nolary Public Underwrlttl1 M. AFFIDAVIT TO AUTHORIZE AGENT: (Nl'lme& of all property owner.s) 1. Tn,,! (I am/we Ilre) the owner(s) end record title holder(ll) of the following doaerlbed property (addreGG or general location): 2. Thatlhis propeny conl:ti!ules Ihe property for which a request for a: (Claeribe request) 3 1'''al the under"igned (has/have) appointed llnd (does/do) apPOint: all (hlsllheir) IIgent(S) to exacute any peUUO/15 Of other documents necessary to affect suCh petitIOn: 3. Thllllhillllffodevll has; bIIen executed to Indvce the City of Clearwater, Flor11ta to conslcler and ad on the above described property; 4 That Ihe applicant ;!lcknowledges thai elllmpao fen (parks and recreation, trafflc. etc.) wlD be paid PRIOR to the issuance of II building permit. certificatll of occupancy. or other mecl\enlam. whichever occurlllirlll; 5. Thai ,lte v!&lts to the property are neCCl6$lIry by City fI1preaenlatives in order to pl'OCON thlt; epj)11~tlon llnd Ihe owner authorizes City repre5enletive6 to visit and phOIOlll'Bph Ille property dasaibed In Ihls application; 6. That (l!we), the undBrSlgned authority. hereby CBrlIly Ihal the foregoing is tlUe and correct COUNTY OF PINB.LAS Proper1y Owner Property OWner STATE OF FLORIDA, Before me the undersigned. an ofllcer duly commissioned by the laws oftne State of Aorid.., 01'1 tl\ls per&onally appeared Deposes and says that heJ$he fully understlnos the contents of Ihe affidaVit 1h.B1 he/she lIignsd. day of who having been flr.sl duly sworn My CommisSIon Expires. Notary Public S'\Prenning oepa"",tm/lAppticlIllon F'ornlJld,veJopm8flt ,.If/.wlclHl7pm/lfJnl;VB in/in ;,pplieIlJoil2.dar: Page 6 ot 6 - Flexible Dovelllpment Application. ComprehenSive Infill RsdevelopmBnl ProJecl- City of CII!I:uwaler E"d 112v BEg 1..21.. ^30 ~3~3H:JS dl..O:l0 20 E2 +00 . . 2300 Curlew Road, Suite 100 Palm Harbor, FL 34683 Phone (727) 789-9500 Fax (727) 784-6662 www.avideng.com LC-0000361 Authorization #6139 ENGINEERING October 25,2002 Mark Perry Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562-4567 Re: Hooter's Corporate Headquarters Office Complex Flexible Development Application Section 17 / Township 29 S / Range 16 E Dear Mark: Please find enclosed the following items for the above referenced project for distribution and review: 1) Twelve(12) sets of the Final Construction Plans 2) Twelve(12) sets of the Flexible Development Application (including one original) 3) Fee check in the amount of $1,205.00 4) One(1) original signed and sealed survey 5) Two(2) sets of Drainage Calculations and Information 6) Two(2) sets of the Tree Inventory provided by EPIC 7) Two(2) sets of the Transportation Analysis provided by Lincks & Associates 8) One(1) reduced site plan (8 ~ x 11) 9) One(1) reduced landscape plan (8 ~ x 11) This project is for a 30,000 SF office complex located on Hampton Road, Clearwater Florida. The proposed project is within the OFFICE DISTRICT zoning district and adheres to the minimum standard development criteria for Flexible Development (Level 2). The drainage for the project utilizes a wet detention pond with underground storage chambers to meet treatment and attenuation requirements. Storm water calculations to demonstrating compliance are also being submitted to SWFWMD. The water distribution for the project will utilize a 6" tap from the main located on the west side of Hampton Road. The sanitary sewer will utilize gravity flow from a connection point on David Avenue. We are anticipating making the October 24,2002, DRC agenda for this review. Please inform us at your earliest convenience if otherwise. Your assistance in this matter is greatly appreciated. If you require any further information or have any questions, please do not hesitate to contact our office. Sincerely, Avid Engineerin , Inc. ~ Richard Tommell, E.1. Design Engineer Cc: Chris Scherer, Scherer Development . . 2300 Curlew Road, Suite 100 Palm Harbor, FL 34683 Phone (727) 789-9500 Fax (727) 784-6662 www.avideng.com LC-0000361 Authorization #6139 ENGINEERING October 25, 2002 Mark Parry Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562-4567 Re: Hooter's Corporate Headquarters Office Complex Flexible Development Application Dear Mark: Following is 'Section D' of the Flexible Development Application. For your convenience we have listed the comments in bold and our responses in italics. D. WRITTEN SUBMITTAL REQUIRMENTS: (Section 3-913.A) 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The proposed development is within the 'Office District' and closely resembles the density, coverage and scale that exists and is proposed with the Park Place Plaza office park on the west side of Hampton Road. The existing Hooters Restaurant to the south is also similar in regards to the parking area coverage and layout, as well as building heights. The proposed site was recently rezoned to 'Residential Office Limited'. The existing residential properties to the west and north are high density residential areas, so the density will not be altered significantly by the proposed development. In addition, this is office use, which will not create noise disturbance or have evening operations. The proposed buffer wall is an improvement to the existing buffer that exists between the two properties. 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The proposed development is located within a segment of the City just north of Gulf- to-Bay Boulevard, the City's "gateway': containing multiple commercial and office uses. The proposed two story office building is consistent with the Park Place development and is actually a much smaller scale development that aids in the blend between the existing residential development at David A venue to the east and the proposed large scale office complex to the west of this project. The existing property contained a small, antiquated single family residence with an overgrown October 25, 2002 . . Hooter's Corporate Headquarters Office Complex Page 2 of 5 nuisance exotic covered yard. The proposed project will greatly improve the aesthetics of the buffer between it and the residential properties with the proposed enhanced landscaping and buffer wall. The residential properties to the east are small lots(zoned LMDR) with smaller dwellings that do not have significantly high property values and this development should not greatly affect their value. 3. The proposed development is will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed development will improve the drainage conditions within the subject property in accordance with regulatory guidelines and will also improve the existing sanitary sewer service to the property by connecting to the City's wastewater collection system, in lieu of the existing septic system that exists on the site. 4. The proposed development is designed to minimize traffic congestion. The proposed development will have an internal connection point to the existing Hooter's Restaurant. There is also only one access connection proposed on Hampton Road. Both of these items were addressed as part of the rezone petition recently approved for the subject property. The enclosed traffic analysis by Lincks & Associates demonstrates that the traffic on the adjacent roadway segments is not adversely affected. In technical terms the "level of service" is not affected by the proposed development. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. The proposed development is located adjacent to the existing Hooter's restaurant located on the corner of Gulf- To-Bay Boulevard and Hampton Road. Hooter's has been a mainstay in the community for years and originated in this location, which has become renowned as the "original" Hooters. As a result, Hooter's is locating their "corporate headquarters" adjacent to the "original" Hooters. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The proposed development is a daytime office use. All site lighting will be directed directed internally to the site so as not to adversely affect the adjacent properties. The buffer wall and enhanced landscaping will provide adequate visual and olfactory effects. Provide complete responses to the ten (10) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA (as applicable). October 25, 2002 Hooter's Corporate Headquarters Office Complex Page 3 of 5 1. The proposed development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from the use, intensity and development standards. . . The proposed development requires access for fire apparatus and loading at the rear of the proposed building. The depth of the site restricts this access and forces the development to reduce the rear setback to accommodate the proposed design. It shall be noted that this is the only requirement of the standard development standards that is being requested. The front and side setbacks are in compliance with standard development standards. 2. The development of the parcel proposed for development as a comprehensive infill redevelopment project or residential infill project will not reduce the fair market value of abutting properties. (Include the existing vale of the site and the proposed value of the site with the improvements. The proposed development improves the quality of the parcel to be proposed by providing new landscaped areas, buffer walls, an attractive building and improved drainage and utilities. 3. The uses within the comprehensive infill redevelopment project are otherwise permitted in the City of Clearwater. The 'OFFICE DISTRICT' use proposed in this development is otherwise permitted by the City of Clearwater. 4. The uses of mix of use within the comprehensive infill redevelopment project are compatible with adjacent land uses. The proposed development is within the 'Office District' and closely resembles the density, coverage and scale that exists and is proposed with the Park Place Plaza office park on the west side of Hampton Road. The existing Hooters Restaurant to the south is also similar in regards to the parking area coverage and layout, as well as building heights. The proposed site was recently rezoned to 'Residential Office Limited'. The existing residential properties to the west and north are high density residential areas, so the density will not be altered significantly by the proposed development. In addition, this is office use, which will not create noise disturbance or have evening operations. The proposed buffer wall is an improvement to the existing buffer that exists between the two properties. 5. Suitable sites for development or redevelopment of the uses or mix of uses within the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. The Hooters Corporation would like to continue to operate in the City of Clearwater, especially adjacent to their "original" restaurant location. October 25, 2002 . Hooter's Corporate Headquarters Office Complex Page 4 of 5 . 6. The development of the parcel proposed for development as a comprehensive infill redevelopment project will upgrade the immediate vicinity of the parcel proposed for development. The proposed development improves the quality of the parcel to be proposed by providing new landscaped areas, buffer walls, an attractive building and improved drainage and utilities. 7. The design of the proposed comprehensive infill redevelopment project creates a form and function that enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The proposed development extends the tradition of Hooters as being "originated" in the City of Clearwater. 8. Flexibility in regard to lot width, required setbacks, height and off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. Flexibility in regard to the rear setback requirement is justified due to the enhancement to the community character from the proposed development. This is the only flexibility being requested. The area is currently vacant and the proposed development will improve the visual appearance of the parcel and its surroundings. 9. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of parcel proposed for redevelopment. Adequate off-street parking is provided as part of this development to avoid any on- street parking on Hampton road at the immediate vicinity of the development. 10. The design of all buildings complies with the Tourist District or Downtown design guidelines in Division 5 of Article 3 (as applicable). Use separate sheets as necessary. The proposed development does not fall within the Tourist District or Downtown District therefore this is not applicable. J. SIGNAGE Signage for the proposed development will be in accordance with standard development guidelines. K. TRAFFIC IMPACT STUDY - PROVIDED . . . LEGAL DESCRIPTION: DESCRIPTION: PARCEL 13/03 THE NORTH 300.00 FEET OF THE SOUTH 1020.00 FEET OF THE WEST 130.00 FEET OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS AND EXCEPT THE WEST 20.00 FEET THEREOF CONVEYED TO PINELLAS COUNTY, FLORIDA, FOR PUBLIC RIGHT-OF-WAY, AND SUBJECT TO THE RIGHT-OF-WAY OF HAMPTON ROAD (COUNTY ROAD 144) AS IT PRESENTLY EXISTS. DESCRIPTION: PARCEL 13/041 THE NORTH 530.00 FEET OF THE FOLLOWING DESCRIBED PARCEL, LESS A 10.00 FOOT STRIP RUNNING NORTH AND SOUTH ON THE WESTERN BOUNDARY OF THE SUBJECT PROPERTY, BEGINNING AT A POINT 15,00 FEET NORTH OF THE SOUTHERN BOUNDARY OF THE CONTIGUOUS PARCEL: THE EAST 100.00 FEET OF THE WEST 230.00 FEET, LESS THE NORTH 200.00 FEET AND LESS THE WEST 10.00 FEET OF THE SOUTH 85.00 FEET OF THE NORTH 285.00 FEET THEREOF; ALSO THE SOUTH 15.00 FEET OF THE NORTH 100.00 FEET OF THE SOUTH 1120,00 FEET OF THE WEST 130.00 FEET, ALL IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS HAMPTON ROAD RIGHT -OF -WAY, ALSO DESCRIBED AS FOLLOWS: BEGIN FROM THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST. PINELLAS COUNTY, FLORIDA, AND RUN THENCE ALONG THE NORTH-SOUTH CENTERLINE OF THE SAID SECTION, ALSO THE RIGHT -OF -WAY CENTERLINE OF HAMPTON ROAD, NORTH 00'20'13" WEST, 1020.00 FEET: THENCE NORTH 89'46'01" EAST, 25.00 FEET TO A POINT ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID HAMPTON ROAD FOR A POINT OF BEGINNING; THENCE RUN ALONG SAID RIGHT-OF -WAY LINE, NORTH 00' 20'13" WEST, 15.00 FEET; THENCE NORTH 89'46'01" EAST, 105.00 FEET; THENCE NORTH 00'20'13" WEST, 13.16 FEET; THENCE SOUTH 89'57'26.9" EAST, 10.00 FEET; THENCE NORTH 00'20'13" WEST, 85.00 FEET; THENCE SOUTH 89'57'26.9" EAST, 90.00 FEET; THENCE SOUTH 00'20'13" EAST, 530.01 FEET; THENCE NORTH 89'57'26.9" WEST, 100.00 FEET; THENCE NORTH 00'20' 13" WEST, 416.85 FEET; THENCE SOUTH 89'46'01" WEST, 105.00 FEET TO THE POINT OF BEGINNING. LESS PARCEL "B", BEING THE WEST 10,00 FEET OF THE SOUTH 131.85 FEET OF THE ABOVE DESCRIBED TRACT. DESCRIPTION: PARCEL 13/05 THE NORTH 200.00 FEET OF THE SOUTH 720.00 FEET OF THE WEST 130.00 FEET OF THE SOUTHWEST 1 / 4 OF THE NORTHEAST 1 / 4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS AND EXCEPT THE WEST 20.00 FEET THEREOF. DESCRIPTION: PARCEL "A" BEGIN FROM THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND RUN THENCE ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION, ALSO THE RIGHT -OF -WAY CENTERLINE OF HAMPTON ROAD, NORTH 00'20' 13" WEST, 720.00 FEET; THENCE NORTH 89'46'01" EAST, 25.00 FEET, TO A POINT ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID HAMPTON ROAD FOR A POINT OF BEGINNING; THENCE RUN NORTH 89'46'01" EAST, 105.00 FEET; THENCE NORTH 00'20'13" WEST, 15.00 FEET: THENCE SOUTH 89'46'01" WEST, 105.00 FEET, TO SAID EASTERLY RIGHT-OF-WAY LINE OF HAMPTON ROAD; THENCE ALONG SAID RIGHT-OF-WAY LINE, SOUTH 00'20'13" EAST, 15.00 FEET TO THE POINT OF BEGINNING. LESS THE WEST 5.00 FEET DEEDED TO THE CITY OF CLEARWATER FOR HAMPTON ROAD RIGHT -OF -WAY IN O.R. BOOK 9052, PAGES 1189 AND 1190. DESCRIPTION: PARCEL "B" BEGIN FROM THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND RUN THENCE ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION, ALSO THE RIGHT -OF -WAY CENTERLINE OF HAMPTON ROAD, NORTH 00'20'13" WEST, 735.00 FEET; THENCE NORTH 89'46'01" EAST, 130.00 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH 89'46'01" EAST, 10.00 FEET: THENCE SOUTH 00'20'13" EAST, 131.85 FEET TO A POINT ON THE NORTH LINE OF PARCEL "C"; THENCE NORTH 89'57'26.9" WEST, ALONG THE NORTH LINE OF PARCEL "C", 1 0,00 FEET; THENCE NORTH 00'20' 13" WEST, 131.85 FEET TO THE POINT OF BEGINNING. DESCRIPTION: PARCEL "C-1" THE EAST 100.00 FEET OF THE WEST 230.00 FEET, LESS THE NORTH 730.00 FEET AND LESS THE SOUTH 520.00 FEET OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA. ""'-"1, "I..V\L .'~1>".... l~:;:tl, ~~rty~ ~~S ;~'=i:...:':'::'~_:.. ,,~~ ..~/fl';;"'~~\ ........;"l~'f\..,f,t CITY OF CLEARWATER December 20, 2002 Kmiec - Page Two POST OfFICE Box 4748, CLFARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUilDING, 100 SmITH MYRlll! AVENUE, Ctr:ARWATER, FLORIDA 33756 TELEPHONE (127) 562-4567 FAX (727) 562-4865 December 20, 2002 Conditions: 1. That the annexation and Land Use Plan amendments be finalized prior to Certificate of Occupancy; 2. That a site plan be submitted to and approved by Staff, prior to the issuance of any permits, which shows all required sight triangles, an improved connection to the existing Hooter's Restaurant parking lot, a loading space and a note stating that all unused drive aprons wiIJ be removed; 3. That the final design of the buildings be consistent with the conceptual elevations submitted or as modified by the COB; 4. That all signage meet the requirements of Code and be designed according to a common theme including similar style, color, material and other characteristics to provide a sense of uniformity; 5. That a Tree Preservation Plan prepared by a Certified Arborist be submitted to and approved by Staff. prior to the issuance of any permits;.. 6. That all required tree permits be approved by Staff, prior to the issuance of any permits; 7. That all required Parks and Recreation Department fees be paid prior to the issuance of any building permits; and 8. That a lighting plan be submitted to and approved by Staff, prinr tn the issuance of any permits. PlANNING DEPARTMENT Mr. Jayson Kmiec Avid Engineering. Inc. 2300 Curlew Road Palm Harbor, FL 34683 RE: Development Order regarding case ruULi at 107 Hampton Road Dear Mr. Kmiec: This letter constitutes a Development Order pursuant to Section 4-206 0.6 of the Community Development Code. On December 17, 2002, the Community Development Board (COB) reviewed your application of the following: Parcel A (2.62 acres): Flexible Development approval to reduce the rear (east) setback from 20 feet to 10 feet (to dumpster enclosure), reduce the side (north and south) setbacks from 20 feet to 10 feet (to pavement) and reduce the front (west) setback along Hampton Road from 25 feet to 15 feet (to pavement), under the provisions of Section 2-1004. Parcel B (0.44 acres): Flexible Development approval to permit an off-street parking facility within the Office District with landscaping on the internal side of a wall and with lighting that automatically turns off after 9:00 p.m. (as required under the provisions of Section 2-1003.0) and a reduction in the side (south) setback from 10 feet to five feet, as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B. Pursuant to Section 4-407, an application for a building pennit shall be made within one year of Flexible Development approval (December 17, 2003) and all required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Board may grant an extension of time for a period not to exceed one year and only within the original period of validity. The application includes a 30,000 square foot office building, 30 feet in height, to be used as the Hooter's restaurant headquarters. The Community Development Board APPROVED the application with the following bases and conditions: Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building pennits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval. please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Basis for AODroval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Jnlin Redevelopment Project per Section 2-1004.B. (Parcel B). 2. The proposal complies with the Flexible Development criteria as an Office per Section 2- lOO4.F. (Parcel A). 3. The proposal is in compliance with other standards in the Code including the general applicability criteria per Section 3-913. 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. In addition, please be aware that under the provisions of Section 4-502.B. an appeal of a Level Two approval (Flexible Development) may be initiated by the applicant or any person granted party status with regards to the property (which is the subject of the approval) within 14 days of the date of the COB decision. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on December 31, 2002. HillAI' J AtlNGs"r, M^Y()Il..COMMISSION~N WmrNE'I' CIl,\\', VICE MA\'OIl-CUMMISSIONrm HmT HAMII.'1UN, CO~IM1SSI0NEM F!lANK IlmIlAK!), ClIMMIs,WlNlm * 1l1l.l.JONSON, C{)MMI.~S'ON1'1I "EQl!A!. EMPIDYMENT AND AI'l'lrlMA1WE ACTION r'.MrI.OYlm" December 20, 2002 Kmiec - Page Three If you have any questions, please do not hesitate to call Mark Parry, Planner at 727.562.4558. Zoning information is available through the City's website at www.clearwater-fl.com via the "CleatWater Parcel and Zoning" link and "Community Development Code" link (via the Planning Department site). V/J tnl? yours, ~.~. Cynthia H. Tarapanl, AICP Planning Director CC: Neil Keifer. property owner S:\P1QflrIing Departmenf\C D l1\Fle:i\Jnactivt' Dr Finhht'd AppUratioll.Nlampton 07 HoourJ OffiCII. Approvt'tNIamplf1n 07 DEVELOPMENT ORDER.doc I I I I I I I I I I I I I I II I I I I I . . STORMW ATER DESIGN REPORT FOR: HOOTERS CORPORATE HEADQUATERS OFFICE COMPLEX CLEARWATER, FLORIDA PREPARED FOR: BRANDON REALTY VENTURE, INC. 13575 58TH STREET NORTH, SUITE 149 CLEARWATER, FL 33760 SUBMITTED TO: SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT CITY OF CLEARWATER, FLORIDA PREPARED BY: AVID ENGINEERING, INC. 2300 CURLEW ROAD PALM HARBOR, FLORIDA 34683 October 2002 PROJECT No. 732-001 I I I I I I I I I I I I I I I I I I I . . Hooters Corporate Headquarters City of Clearwater, Florida Table of Contents Part A - General Information: Proj ect Narrative................................ ................ ................. ..... .................... 1 Vicinity Map................................................................................................. 5 USGS Quadrangle Map ................................................................................ 6 SCS Soils Map.............................................................................................. 7 Flood Insurance Rate Map ..... .......... .............. ................................... ............ 10 Legal Description.......................................................................................... 12 Part B - Drainage Calculations: Pre-developed Drainage Basin Map................................... ........ .................. 13 Rational Runoff ("C") Calculations................ ........ ...... ...... .......................... 14 FDOT Zone 6 Intensity-Duration-Frequency Chart ..................................... 15 Post-Developed Drainage Basin Map... ................. .................. .............. ....... 16 Pond / Infiltrator Stage-Storage .................................................................... 17 Water Quality Calculation ........... .......... ....................................................... 17 25-Yr / I-Hr Modified Rational Method Calculations ................................. 18 Weir Calculations......................................................................................... 19 Wet Detention Pond Water Quality Recovery Calculations......................... 20 Underground Vault Water Quantity Recovery Calculations (MODRET).... 21(StormTech SC-31 0 System Sizing ............................................................... 24 Appendix A - Operation and Maintenance Guidelines Appendix B - Ownership Documents Appendix C - Soils Report I I I I I I I I I I I I I I I I I I I . . PROPOSED DEVELOPMENT OVERVIEW: The project site is located on Hampton Road approximately 800 feet north of the intersection of Hampton Road and Gulf to Bay Boulevard (SR 60). See location map and USGS quadrangle map. In existing conditions the site drains to the north-northwest to an existing swale running along the northern property line. This swale ultimately discharges to the David Road right-of-way. The proposed development is a 2.60-acre, two-story office complex with associated vehicular use areas and stormwater management system. The stormwater management system has been designed for the treatment and attenuation of stormwater runoff for the proposed site. Water quantity storage requirements will be met via a wet detention pond connected to a dry detention underground vault. Water quality will be performed within the wet detention pond. The stormwater system will discharge to the existing drainage swale along the north boundary of the site at a rate that will not exceed the pre-developed discharge rate. The proposed stormwater management system has been designed in accordance with the design criteria of the Southwest Florida Water Management District (SWFWMD) and City of Clearwater. DESIGN CRITERIA: The applicant-owned area covers less than ten acres but more than two acres of impervious area is proposed. Stonllwater management for this site falls under the jurisdiction of the SWFWMD and City of Clearwater. The positive discharge for the site will be controlled and directed to the existing drainage swale at a rate less than the existing peak runoff rates. The stormwater design criteria for the SWFWMD and the City of Clearwater are as follows: SOUTHWEST FLORIDA WATER MANAGEMENT DISTICT Water Quality Treatment for the first Y2 inch of rainfall over the entire basin. Drawdown of treatment volume within 72 hours. No adverse impacts to upstream or downstream adjacent properties. I I I I I I I I I I I I I I I I I I I . . CITY OF CLEARWATER Modified Rational method may be used to determine attenuation volume required. Attenuation of 25 yr - 24 hr storm such that proposed 25 yr peak flow is less than or equal to the existing 25 yr peak flow. All wet detention systems shall incorporate a vegetated littoral shelf over 35% ofthe areal cover ofthe pond under normal conditions. Dry detention systems shall drain dry within 24 hours or less. PRE-DEVELOPMENT CONDITIONS: Basins: The existing site currently drains to the west/northwest via sheet flow to an existing drainage ditch running along David Avenue (See Pre-developed Drainage Map). The existing site contains a 2,300 SF, one story residential home that will be demolished As previously stated, the total site area is 2.60 acres. The area to be developed totals 2.36 acres. This basin does not include 0.24 acres of the total site area that will remain pervious. The curve number for this area will not change in proposed conditions and historic drainage patterns will be met. Therefore, this area will not have a net affect on the discharge rates and can be excluded. Rational Runoff Coefficient: The existing basins' rational runoff coefficients (C-value) are based on the relative areas of impervious and pervious surfaces within each basin. A C-value of 0.2 is used for pervious surfaces and 0.95 for impervious areas. The Predeveloped Composite Rational C was determined to be 84.56. Time of Concentration: Per the City of Clearwater Stormwater Design requirements the outfall shall be restricted to the Pre-developed 25 Yr / 1 Hr storm event. Therefore a time of concentration was of 1 Hr was used for Pre-development conditions. POST-DEVELOPMENT CONDITIONS: Basins: The Post-development basin delineation was kept similar to the Pre-development so that discharge rates could match existing conditions (See Post-development Drainage Map). 2 I I I I I I I I I I I I I I I I I I I . . Rational Runoff Coefficient: The existing basins' rational runoff coefficients (C-value) are based on the relative areas of impervious and pervious surfaces within each basin. A ('-value of 0.2 is used for pervious surfaces and 0.95 for impervious areas. The Postdeveloped Composite Rational (' was detennined to be 96.21. Time of Concentration: The time of concentration is assumed to be 10 min. for the post-developed conditions. ALLOWABLE DISCHARGE RATE: The allowable discharge rate is established by the modified rational method for the existing basin. The proposed drainage improvements will limit the outfall from the structure to be less than the existing peak discharge. WATER QUALITY: The SWFWMD requires that the first one-half inch of rainfall on the contributing basin be treated on developed sites that use dry retention treatment. The water quality volume is proposed to be treated by soi I percolation. Soil percolation rates and seasonal high water table information were obtained from the SCS Soils Survey tables. The tables give a range of values. To be conservative, a horizontal percolation rate of 6 in/hr was used. This value is the lowest value according to the SCS Soil Survey tables. The Seasonal high water table was established by the project geotechnical engineer at 3-4 feet below the average ground elevation at the location of the proposed stoffilwater vault (See attached soils report). At the location of the proposed stormwater vault the existing elevation is 136.00. Therefore the seasonal high water table was assumed to be at an elevation of 132.50. WATER QUANTITY: FOOT requires attenuation calculations. The water quantity required to be attenuated by the proposed drainage improvements is the volume 0 f water required to keep the proposed peak discharge less than or equal to the existing peak discharge for all storms up to the 1 OO-year storm (FDOT). 3 I I I I I I I I I I I I I I I I I I I . . CONCLUSION: The stoTITIwater management system for the proposed development will meet or exceed the minimum design standards enforced by the Southwest Florida Water Management District and Florida Department of Transportation. ~ I Il"l (]) OJ ro Q... I .; "0 III C III U '5 I 1: Ol iY .S C Cll Cll ::J 0 I Cll Il"l :; 0 >- U; Cll 'm ::; Iii I :r: @ "E '" 0 ~ 0 .c :; III I CO c ro '0 "'0 ro c "C ro U 0 E LL ,g I c 0 L-- 'in '" Q) 'E -+-' Q) CO c. .c I ~ j c Q) CO "" ~ Q) c .Q U ~ I .E en .s '" L- Q) Q) "0 :;) -+-' 13 CO .s III I :J ro a- "0 '" "'0 J: I- CO ,; Q) ~ Cll I I Ul f! Q) Ul 1: -+-' e> CO 11;: OJ;;: L- ~ui I 0 (/)OJ 0. E;Ei> 009 L- u 0 0 'C "'.c o u U Ul OJ el- I en .~ .~ -L- iJ Q) R~ -+-' 0 :eo> .co> 0 0> -g@ I I ~-g:9 ~~-; ~ III E ~~2 "c2 ~ I ~~~ 0; ~ .!!? <C ro o..Uro g.E Q ; ~E I .- .2 Q) ~Ot: ~E E c U III Cll 0 ...... b ~-E~ I ~~~ 0'- co Ul.c OJ o 0. Ul .~ ~a ::; 0 E g~8 0>->- ')1..0.0 I CXlOlo> CXlOlOl 0>0>0> @:CE -Ole> ~.~.~ '-=:; a. a. >-00 I g.uu U@@ 5 I I I I I I I I I I I I I I I I I I I @ N 1 ~ ~ w ., "- o o o It) 0 0 0 0 N 0 0" ':-' ~ ltl U U) 0 0 0 - ::ii: 0 0 0 N ~ 0 0 0 M ~~ 0 0 0 .... 0 0 0 It) Ma. . PINELLAS COUNTY, FLORIDA "1 I . 14 few small areas that are strongly acid throughout and do not have marl accumulated in the lower layers. This soil responds well to artificial drainage. If properly designed water-control practices are used, it is well suited to truck and flow~r crops an~ imp~oved pasture. It ~s poorly suited to CItrus unless mtensIve water control IS I established. (Capability unit IIIw-3; woodland group 7) Myakka Series I The Myakka series consists of nearly level, poorly drained sandy soils that formed in thick beds of acid ma- rine sands. These soils are on broad low ridges between sloughs and s,vamps in the flatwoods and in small areas I on the upland ridge. Typically, the surface layer is black fine sand about 4 inches thick. Below this is loose gray fine sand about 12 inches thick. The next layer is organic-matter stained, I weakly cemented, friable fine sand about 14 inches thick. -The upper part of this layer is black, t~e middle par~ is dark reddish brown, and the lower part 18 dark yelloWlSh brown. Below this is lighter colored fine sand that extends I to a depth of more than 84 inches. Reaction is very strongly acid ~o a depth of about.20 inches and strongly acid below thIS to a depth of 84 mches. The water table normally is at a depth of 24 inches. I Myakka soils have very low available water capacity, low organic-matter content, and low natural fertility. Permeability is rapid to a depth of about 16 inches, mod- eratebetween 16 and 25 inches, and rapid below this depth. I Representative profile of Myakka fine sand: Al-{) to 4 inches, biack (lOYR 2/1) rubbed fine sand; weak, fine, crumb structure; very friable; mixture of organic matter and light-gray sand grains has a salt-and- pepper appearance; many fine aud coarse roots; very strongly acid; clear, smooth boundary. A2-4 to 16 inches, gray (lOYR 6/1) fine sand; single grain; loose; many medium and coarse roots; very strongly acid; clear, smooth boundary. B21h-16 to 20 inches, black (5YR 2/1) fine sand; weak, .fine, crumb structure; weakly cemented; most sand grains well coated with organic matter; many fine and me- dium roots and few coarse roots; very strongly acid; clear, smooth boundary. B22h-20 to 25 inches, dark reddish-brown (5 YR 2/2) fine sand; weak, fine, crumb structure; weakly cemented; sand grains well coated with organic matter; common fine and medium roots; common fragments of weakly cemented black (5YR 2/1) along root channels; strongly acid; clear, wavy boundary. B3&Bh-25 to 30 inches, dark yellowish-brown (10YR 3/4) fine sand; few, medium, distinct, dark reddish-brown (5 YR 2/2) mottles and few medium, faint, brown (lOYR 5/3) mottles; single grain; loose; most sand grains are weakly coated with organic matter; few fine and medium roots; strongly acid; gradual, wavy boundary. CI-30 to 54 inches, light yellowish-brown (lOYR 6/4) fine sand; single grain; loose; common coarse roots; few fragments of brown (7.5 YR 4/4) along root channels; strongly acid; gradual, wavy boundary. C2-54 to 84 inches, very pale brown (lOYR 7/3) fine sand; single grain; nonsticky; strongly acid. The Al horizon ranges from gray to black and is 3 to 9 inches I thiclL The A2 horizon is gray and grayish brown to white and is 6 to 27 inches thick. In places it has few to many narrow vertical streaks of gray to very dark gray along root channels. Com- monly a transitional horizon ~ inch to 2 inChES thick is between the A horizon and the B horizon. The organic-matter stained Bh I horizon is at a depth of 12 to 30 inches. It is very dark brown to black, is 4 to 19 inches thick, and is loose to weakly cemented. The C horizon is gray to very pale brown, light yellowish brown, I I I I I I I I I . SOIL SURVEY and brown. It extends to a depth of 80 inches or more. Reaction is slightly acid to very strongly acid in all layers. The water table is at a depth of 10 to 30 inches for 4 to 6 months every w'ar and at less than 10 inches for 1 to 4 months. It is below a depth of 30 inches during dry periods. . Myakka soils are associated with Adamsville, Astatula, Immokalee, Placid, and Pomello soils. They have a Bh horizon, whereas Adamsville soils do not. They are more poorly drained than Astatula and Pomello soils. They are similar to Immokalee soils but the organic-matter stained Bh horizon is closer to the surface. They are better drainl'd than Placid soils. Myakka fine sand (My).-This is a nearly level, poorly drained soil on broad flats between sloughs and swamI>s. In places it is gently sloping. The water table is normally at a depth of 10 to 30 inches. It rises to the surface for a short time during wet periods and falls below 30 inches during extended dry periods. Included in mapping are small areas of similar soils in which the layer stained with organic matter is only weakly defined. These inclusions make up no more than 10 percent of any mapped area. Small areas of Immokalee soils make up no more than l(Lpercent of any mapped area. Small areas of Wabasso. Wauchula, and Oldsmar soils, which have loamy underlying layers in places, make up no more than 5 percent of any mapped area; If good water control is practiced and the soil is fertilized and limed, Myakka fine sand is suited to truck crops, special flower crops, and improved pasture. It is poorly suited to citrus and is only moderately well suited to lawns and ornamental phnts. (Capability unit IVW-1; woodland group 4) Okeechobee Series The Okeechobee series consists of nearly level, very poorly drained organic soils that formed in thick beds of aquatic plant residues. These soils are in depressions and low swampy areas. Typically, the surface layer is black muck about 26 inches thick. Below this is very dark brown and dark reddish-brown felty peat that extends to a depth of 65 inches. Reaction is slightly acid to a depth of 26 inches and medium acid belo'\v this depth. The water table is within a depth of 10 inches or the soil is covered with shallow water most of the year. Okeechobee soils have rapid permeability, very high available water capacity, very high organic-matter content, and high natural fertility. Representative profile of Okeechobee muck: Oa-O to 26 inches, black (N 2/0) muck; weak, coarse, crumb structure; friable; less than 5 percent fiber, rubbed and unrubbed; about 80 percent organic matter; many fine roots in upper part of the horizonj sodium pyrophosphate extract color is dark brown (lOYR 3{3); slightly acidj gradual, smooth boundary. Oel-26 to 34 inches, very dark brown (10YR 2/2) partly decomposed organic material; soft, felty, fibrous peatj black (lOYR 2/1) when rubbed; massive; 60 percent fiber when unrubbed, 15 percent fiber when rubbedj about 85 percent organic matter; sodium pyrophos- phate extract color is light gray (lOYR 7/2); medium acid; gradual, smooth boundary. Oe2-34 to 65 inches, dark reddish-brown (5 YR 3/4) partly decomposed organic materialj soft, felty, fibrous peat; dark reddish brown (5YR 3/2) when rubbed; massive; 60 percent fiber when unrubbed; 20 percent fiber when rubbed; about 90 percent organic matter; medium acid. The 00. horizon is black or very dark brown muck 20 to 30 inches thick. The Oe horizon is dark-brown or dark reddish- ~ - {3 I I , , , , , , , II - - - I I I 38 Soil name and mapping unit symbol . Flood hazard Adamsville: Ad__________ Once in 20 to 50 years for 2 to 7 days. . SOIL SURVEY Depth to seasonal high water table Less than 10 inches for 1 or 2 mon ths. Astatula: AfB___________________ None________________________ AfC_________.____ ______ None_ _ ___ _ _ __ ___ _ ____ _______ As____________________ None________________________ Astor: At______n___nn_n__ Every year for 6 months or more. Au____________________ Every year for 6 months or more. More than 80 inches all year_n_ More than 80 inches all year____ From 40 to 60 inches for 6 to 12 months. Less than 10 inches for 6 months or more. Less than 10 inches for 6 months or more. Charlotte: Ch_________u Every year for 1 to 6 months____ Less than 15 inches for 2 to 6 months. Coastal beaches: Co______ Varies with tide_nh_h_____n Varies with tide__n___________ Elred: Ed___n__________ Once in 5 to 20 years for 7 to 30 days. Felda: Fd_________nn_______ Once in 5 to 20 years for 7 to 30 days. Less than 10 inches for 1 or 2 months. Less than 10 inches for 2 to 6 months. Fe____________________ Every year for 1 to 6 months___ Less than 10 inches for 6 to 12 months. Fellowship: Fh__________ None_____unn_____________ Less than 10 inches for 1 or 2 months. lmmokalee: Im_n_______ Once in 5 to 20 years for 7 to 30 days. Made land: Ma. Md. No valid estimates can be made. Less than 10 inches for 1 or 2 months. Manatee: Mn___nn_n_ Every year for 1 to 6 months____ Less than 10 inches for 6 to 12 months. Myakka: My_u__nh__ Once in 5 to 20 years for 7 to 30 days. Less than 10 inches for 1 to 4 months. Okeechobee: Ok__ - h____ Every year for 6 to 12 monthsu Less than 10 inches for 6 to 12 months. Oldsmar: OmUh____h__ Onec in 5 to 20 years for 7 to 30 days. I Orlando: O1'__________u_ Once in 5 to 20 years for 7 to 30 days. . I I Less than 10 inches for 1 or 2 months. Less than 10 inches for 1 or 2 months. See footnotes at end of table. Palm Beach: Pa_____hh None________________________ From 40 to 60 inches for 6 to 12 months. ~ TABLE 5.-Estimated engineering [Absence of data means Depth from surface 0-26 26-80 (1) (1) 0-30 30-35 35-62 0-30 30-41 41-60 0-26 26-3S 3S-62 0-11 11-23 23-70 0-36 36-50 50-SO 0-18 18-44 44-72 0-16 16-25 25-S4 0-26 26-55 0-34 34-44 44-65 Classifi cation USDA I ndltl 0-80 Fine sand_ _ _ ___ _ __ _ ____ 0-80 0-80 0-80 Fine sand_ n___n__ _ h_ Fine sand__ _n_nn _ ___ Fine sand_ _ _ ___ __oo hoo Fine sandn _ _un__ ____ Fine sand______________ Fine sand_ _n__ _n_____ o-SO Fine sand_ __ ________ ___ Fine sand, shelLn______ Fine sand_n___________ Fine sandy loam. _ _ __ _ __ Sand, sheIL______ __ _ __ u Fine sand_ _ _ ___ _n_ ____ Fine sandy loam, loamy fine sand. Shell, sand______________ Fine sand__ _ _u __ _ _ __n Fine sandy loam, loamy fine sand. Shell___________________ Loamy fine sand_ _ _ _ _ _ u Silty clay n_u_ _ _ _ _ __ ___ Clay___________________ Fine sandu _ ______ n ___ Fine sand_____u_u_u_ Fine sand _ _ _ _ _ _ _ _ __ u _ _ Loamy fine sand. _ _ _ _ _ __ Fine sandy loam_ _ _ _ _ _ __ Fine sand_ _ _ _ _ _ u _ _ _ ___ Fine sandu _ _ n__ _ _ n u Fine sand_ _ __ _ _ n _ _ _ _ __ Fine sand_ _ _ _ _ __ u _ _ _ __ Muck__________________ Peat___________________ Fine sand_ _ __ _ _ __ _ __ _ __ Fine sand_ _ __ _ _ __ _ _ _ _ __ Fine sandy loam_ _ _ _ _ _ __ 0-16 Finesand____uu.u_u 16-S0 Fine sand_ __ u _ __ _ _ u __ 0-80 Sand, shelL _ _ _ n __ _ __ __ I lEGID I SPECIAL FlOOD HAZARD AREAS INUNDATED 8Y 100-YEAR FlOOD ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. ZONE AO Flood depths of lto 3 feet (usually sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. ZONE A99 To be protected from lOG-year flood by Federal floodlprotectlon system under construction; no base .elevations determined. ZONE V Coastal flood with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood with velocity hazard (wave action); base flood elevations determined. I I I I OTHER FLOOD AREAS ZONE X Areas of SOO-year flood; areas of l00-year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas. protected by levees from 100-year flood. fLOODWAY AREAS IN ZOf\.IE AI: I I D . OTHER AREAS ZONE X I ZONE D Areas determined to be outside SOD-year flood plain. Areas in which flood hazards are undetermi ned. ~~~~ UNDEVElOPED COASTAL BARRIERS I Flood Boundary Floodway Boundary Zone 0 Boundary Boundary Dividing Special Flood Hazard Zones, and Boundary Dividing Areas of Different Coastal Base Flood Elevations Within Special Flood Hazard Zone. -.:567~ Base Flood Elevation Line; Elevation in Feet' I ~ "~Il~~~':\ ~'\'${" .. ,I :.':~ l'~:,~ I o o Cross Section Line Base Flood Elevation in Feet Where Uniform Within Zone* (EL 19) I RM5 X Elevation Reference Mark MG.O ... Mile Marlc *Referenced'to thf.> National Geodetic Vertical Datum of 1929 I NOTES This map is:for USf.> in administering the National Flood Insurance Program; it does nor necf.>ssanly Identlly all planimetric leatures'outside Special Flood Hilzard Area or all Jreas subject to flooding, particularly' from locaidrai~agesourt.:e' 01 small size. ' I I I'\It::a~ U f-';jptit.: I.:. I "f"laCld..I-I.....4-.,Jrd-,-(100-~""'..r rIDWI' Illel~d...;.a...~;-I.tli~;.,'.~;'."';i..r AH, AO, A99, V, VE and Vl-V30. . Certain areas not in Special Flood liazard Areas may be protected by flood control strlJctu res. Boundaries of the f100dways were computed at cross sections and interpolated between cross sections. The f100dways were based on hydraulic considerations with regard to requirements of the Federal Emergency Management Agenty. Floodway widths in some areas may be too narrow to show to scale. Refer to Floodway Dala Table where f100dway width is shown "t '1/20 inch. Coastal base flood elevatiol1s apply only landward of the shoreline. This map incorporale' approximate boundaries of coastal barriers established under the Coastal Barrier Resources Act (PL 97-346). Elevation reference marks are described in the Flood Insurance Study Repon. Corporate limits shown are current as of the date 01 this map. The user should contact appropriate community officials to determine if corporate limits have changed subsequent to the issuance of Ihi, map. For adioining panel" 'f.>€ separately printed Map Index. I I I . To determine if flood insurance is available, contact an insurance agent or call the National Flood Insurance Program at (BOOl 63B-6620. * APPROXIMATE SCALE IN FEET , 500 0 500 I ~ ~ J--I I I .... {O m NATIONAL FLOOD INSURANCE PROGRAM I' i FIRM flOOD INSURANCE RATE MAP CITY OF CLEpA.RWATER. ;; FLORID~A PINELLAS COUNTY i' ,~ i PANEl 17 OF 23 (SEE MAP INDEX FOR PANELS NOT PRINTED) .>::' 11 PANEL LOCATION COMMUNlr:-PANEl NUMBER: 125096 0017 D MAP REVISED: AUGUST 19, 1991 Federal Emergency Management Agency r-~- ;;..,.:; . I . I I DREW Alligator Creek Channel G ~ 19 I I I I I I I TO BAY BOULEVARD 111 " -< tl :0 :I '< )> I :tI "' 0 :a I 0 I Dill Q "C a ex: <: e ~ ~ I a:: I I w >- t:i: I- ~ ~ I <( 0 w IU ..J en U <( u.. ..J o ul I >- z 5 iCL , o I II .~ L:-. Pinellas County -~ IJJ :::) <: ~ "C Q 5; "C Q Pinellas County I . . I I I LEGAL DESCRIPTION: I DESCRIPTION: PARCEL 13/03 THE NORTH 300.00 FEET OF THE SOUTH 1020.00 FEET OF THE WEST 130.00 FEET OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, LESS AND EXCEPT THE WEST 20.00 FEET THEREOF CONVEYED TO PINELLAS COUNTY, FLORIDA, FOR PUBLIC RIGHT-OF-WAY, AND SUBJECT TO THE RIGHT-OF-WAY OF HAMPTON ROAD (COUNTY ROAD 144) AS IT PRESENTLY EXISTS. I I DESCRIPTION: PARCEL 13/041 THE NORTH 530.00 FEET OF THE FOLLOWING DESCRIBED PARCEL, LESS A 10.00 FOOT STRIP RUNNING NORTH AND SOUTH ON THE WESTERN BOUNDARY OF THE SUBJECT PROPERTY, BEGINNING AT A POINT 15.00 FEET NORTH OF THE SOUTHERN BOUNDARY OF THE CONTIGUOUS PARCEL: THE EAST 100.00 FEET OF THE WEST 230.00 FEET, LESS THE NORTH 200.00 FEET AND LESS THE WEST 10.00 FEET OF THE SOUTH 85.00 FEET OF THE NORTH 285.00 FEET THEREOF; ALSO THE SOUTH 15.00 FEET OF THE NORTH 100.00 FEET OF THE SOUTH 1120.00 FEET OF THE WEST 130.00 FEET, ALL IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS HAMPTON ROAD RIGHT -OF -WAY. ALSO DESCRIBED AS FOLLOWS: BEGIN FROM THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND RUN THENCE ALONG THE NORTH-SOUTH CENTERLINE OF THE SAID SECTION, ALSO THE RIGHT-OF -WAY CENTERLINE OF HAMPTON ROAD, NORTH 00'20'13" WEST, 1020.00 FEET; THENCE NORTH 89'46'01" EAST, 25.00 FEET TO A POINT ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID HAMPTON ROAD FOR A POINT OF BEGINNING; THENCE RUN ALONG SAID RIGHT-OF-WAY LINE, NORTH 00'20'13" WEST, 15.00 FEET; THENCE NORTH 89'46'01" EAST, 105.00 FEET; THENCE NORTH 00'20'13" WEST, 13.16 FEET; THENCE SOUTH 89'57'26.9" EAST, 10.00 FEET; THENCE NORTH 00'20'13" WEST, 85.00 FEET; THENCE SOUTH 89'57'26.9" EAST, 90.00 FEET; THENCE SOUTH 00'20'13" EAST, 530.01 FEET; THENCE NORTH 89'57'26.9" WEST, 100.00 FEET; THENCE NORTH 00'20' 13" WEST, 416.85 FEET; THENCE SOUTH 89'46'01" WEST, 105.00 FEET TO THE POINT OF BEGINNING. LESS PARCEL "B", BEING THE WEST 10.00 FEET OF THE SOUTH 131.85 FEET OF THE ABOVE DESCRIBED TRACT. I I I DESCRIPTION: PARCEL 13/05 THE NORTH 200.00 FEET OF THE SOUTH 720.00 FEET OF THE WEST 130.00 FEET OF THE SOUTHWEST 1 / 4 OF THE NORTHEAST 1 / 4 OF SECTION 17, TOWNSHIP 29 SOUTH. RANGE 16 EAST, LESS AND EXCEPT THE WEST 20.00 FEET THEREOF. I DESCRIPTION: PARCEL "A" BEGIN FROM THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND RUN THENCE ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION, ALSO THE RIGHT-OF-WAY CENTERLINE OF HAMPTON ROAD, NORTH 00'20'13" WEST, 720.00 FEET; THENCE NORTH 89'46'01" EAST, 25.00 FEET, TO A POINT ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID HAMPTON ROAD FOR A POINT OF BEGINNING; THENCE RUN NORTH 89'46'01" EAST, 105.00 FEET; THENCE NORTH 00'20'13" WEST, 15.00 FEET; THENCE SOUTH 89'46'01" WEST, 105,00 FEET, TO SAID EASTERLY RIGHT-OF-WAY LINE OF HAMPTON ROAD; THENCE ALONG SAID RIGHT-OF-WAY LINE, SOUTH 00'20'13" EAST, 15.00 FEET TO THE POINT OF BEGINNING. LESS THE WEST 5.00 FEET DEEDED TO THE CITY OF CLEARWATER FOR HAMPTON ROAD RIGHT -OF -WAY IN O,R. BOOK 9052, PAGES 1189 AND 1190. I I DESCRIPTION: PARCEL "B" BEGIN FROM THE CENTER OF SECTION 1 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELlAS COUNTY, FLORIDA, AND RUN THENCE ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION, ALSO THE RIGHT -OF -WAY CENTERLINE OF HAMPTON ROAD, NORTH 00'20' 13" WEST, 735.00 FEET; THENCE NORTH 89'46'01" EAST, 1.30.00 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH 89'46'01" EAST, 10.00 FEET; THENCE SOUTH 00'20'13" EAST, 131.85 FEET TO A POINT ON THE NORTH LINE OF PARCEL "C"; THENCE NORTH 89'57'26.9" WEST, ALONG THE NORTH LINE OF PARCEL "C " , 10.00 FEET: THENCE NORTH 00'20'13" WEST, 131.85 FEET TO THE POINT OF BEGINNING. I DESCRIPTION: PARCEL "C-l" THE EAST 100.00 FEET OF THE WEST 230.00 FEET, LESS THE NORTH 730.00 FEET AND LESS THE SOUTH 520.00 FEET OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA. I I I I I 12.. l :133HS ~OO-ZrL :'ON 80r zo-<; ~ -0 ~ :31 va .09=..~ :3lVJS ValH01:l 'H3! VMHV310 SH3!HVnOaV3H 3!VHOdHOO SH3!OOH wo:)"6uaP!^O"MMM Z999-'9L (LZL):XDJ OO!:6-69L (LZL):181 1:99'1: DPlJOI.:1 'JoqJOH W/Od OOL a1l"5 'pOO~ Mal'";) aarz '''J/asl/ .JOJ SPUfllS aweu l.uedwo:J Jno dVW 39VNIV~O IN3Wd013^30 3~d ~{dY;z?A9N3 ~ SJi1i1U!6U3 11l1Ui1WUOJ!AU3 SPi11/I/:JJIt i1dll:3Spue7 VI ll'l SJi1i1U!6U3 :3!))lnJ. s.Jauullld SJaau!6U3 I!A!:J ^'0<.~ 4l<~~'f-,.. ,.( "'io .. .:~. .:t'ff> fy ,.,:j> <j>f,J f) ...,. ~ ~1':. " ~ '" ~f~ .~'" ~" '1;, " "(... {;. $: ....-p/, ~;., "" 1v.t - - - - - ",C,)i;.<.: ~;,t'~, "~ '''''%K \t,,'\ "~- - -~~~ .'~ ~"".: ~""~' ~ / / :'::1 ...... 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I Hooter's Corporate Headquaters Stormwater Analysis I Predeveloped Conditions: BASIN: PRE-DEV I Determine Composite Rational "C" Land Use Area C CN C*A CN*A sf I Buildin s 2334 0.95 98 2217 228732 Pavement & Sidewalks 1771 0.95 98 1682 173558 Pervious 98737 0.20 84 19747 8293908 I 0 0 0 0 I I Post-developed Conditions: BASIN: POST-DEV Determine Composite Rational "C" I Land Use Area C CN C*A CN*A sf Buildin 14025 0.95 98 13324 1374450 I Pavement & Sidewalks 72875 0.95 98 69231 7141750 Pervious 13492 0.20 84 2698 1133328 Retention Pond 2450 1.00 100 2450 245000 I 0 0 I I I I I I I I 14 I I I I I I I I I I I I I I I I I I I b :0" g) - -. G) ac: e!.:a =m :J ~~ RAINFALL INTENSITY IN INCHES PER HOUR en -' ~ -' -' ~ mN C,)IUll :.. C1I (,) :.." C>>COO N Co) ... UI Cb .... 'CD ;CD 0 UI 0 I} c: -' D1 0 ,I - O' +iIW :J I -' 11 UI Cti N ~ c: ~~ 0 CD Z ~ -IWUl tttttttttftl " .A-I.JI,.W " :J C Z 1/ 0 -f 11)\ '< m en m 1I1~ () ~ c: ~ ~ 0') ; en - 0 g t. fit ., . 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I W " ~"'" to- ~ .." / Q. ,n -r" I ~ ~'" -'<<, ~ c ~ ~,/ ~// oi,. rl:, f" ",(...... ~ <2>1/ ~' " ~. \~ \"~ . ~ , "k 1x -{<Ix ~ <Ix "/ ~ J \ f>_ ~ ---~ J}1x ~ /" ~ ?Ie '" .- " "'e ~~ 0; 'rl IHIt ..~~ ".0; '" ~ '~, " ~ <^. ~ . ,- 'I ~ . ~~ ~ ~ ~ .... - \ ~~ <;~:.p. - - - - - - .,j'.... .. '" I~ ," / \ 'j'" z\ o '.... ,- / ;' / / / / / j/ I" .; - '" - - I . I Hooter's Corporate Headquaters Stormwater Analysis I Post-Development Wet Pond Stage Vs. Storage: I Stage Area Area Volume Volume (ft NGVD) (sf) (ae) (el) (at) 30.00 2450 0.05624 0 0.00000 30.50 2875 0.06600 1331 0.03056 31.00 3319 0.07619 2880 0.06611 31.50 3790 0.08701 4657 0.10691 32.00 4284 0.09835 6676 0.15325 32.50 4804 0.11028 8948 0.20541 33.00 5350 0.12282 11486 0.26368 33.50 5920 0.13590 14304 0.32836 34.00 6516 0.14959 17413 0.39974 I I I Post-Development Storm Inviltrators Stage Vs. Storage: I Stage Area Area Volume Volume (ft NGVD) (sf) (ae) (el) (al) 31.50 7850 0.18021 0 0.00000 32.00 7850 0.18021 3925 0.09011 32.50 7850 0.18021 7850 0.18021 32.80 7850 0.18021 10205 0.23427 I I Post-Development Wet Pond + Storm Infiltrators Stage Vs. Storage: I Stage Area Area Volume Volume (ft NGVD) (sf) (ae) (el) (al) 30.00 2450 0.05624 0 0.00000 30.50 2875 0.06600 1331 0.03056 31.00 3319 0.07619 2880 0.06611 31.50 11640 0.26722 6620 0.15196 32.00 12134 0.27856 12563 0.28841 32.50 12654 0.29050 18760 0.43067 33.00 5350 0.12282 23261 0.53400 33.50 5920 0.13590 26079 0.59868 34.00 6516 0.14959 29188 0.67005 I I I Determine Water Quality Elevation: Wet Pond + Storm Infiltrators I I Determine 25 Yr - 1 Hr Design High Water Elevation: Wet Pond + Storm Infiltrators I Quality Elevation I I 11 . I I I I I I I I I I I I I I I I I I I . . Modified Rational Method Project: Project #: Hooters Corporate Headquaters 732-001 Date: October 17, 2002 Predeveloped Conditions Time of Concentration Rainfall (in/hr) Existing Runoff Coefficient Existing Area Q Predeveloped 60.00 3.70 0.23 2.36 2.01 Min (PER FDOT ZONE 6 25YR-1 HR) Ac cfs Allowable Discharge Postdeveloped Conditions Proposed Runoff Coefficient Proposed Area 0.85 2.36 Ac MODIFIED RATIONAL METHOD 25 YEAR-FREQUENCY ZONE 6 RAINFALL RAINFALL RAINFALL DURATION INTENSITY DURATION INFLOW OUTFLOW STORAGE (minutes) (in/hr) (hours) (cfs) (cfs) (ft^3 ) 60 3.70 1.00 7.45 2.01 19,587 STORAGE SUMMARY REQUIRED 25 YEAR STORAGE = REQUIRED WATER QUALITY = 19,587 ft^3 4,285 ft^3 = 0.55 ac-ft. If> I . . I Discharge Rating Curve for Outfall Control Structure Project: Hooters Corporate Headquaters DATE: October 17, 2002 I Project #: 732-001 Orifice Flow Weir Flow I Q = C1 A (2gH}'/2 Q = C2 L H3/2 I D-2 I~ -1-.L 18in I el. = 31.40' I I 3in I t Orifice Coefficient = C, = 0.6 Weir Coefficient = C2 = 3.13 I Orifice Area = A = 0.31 ft2 Weir Length = L = 1.50 ft. Gravity Constant = 9 = 32.2 ft/sec2 I I D-2 Stage Type of Head(H) Flow ft. Flow ft. cfs I 33.20 orifice 1.70 1.96 33.00 orifice 1.50 1.84 32.80 orifice 1.30 1.71 I 32.60 orifice 1.10 1.58 32.40 orifice 0.90 1.42 32.20 orifice 0.70 1.26 32.00 orifice 0.50 1.06 I 31.80 orifice 0.30 0.82 31.60 weir 0.20 0.42 31.40 weir 0.00 0.00 I I I I I I 1~ i I . . STORMWATER WORK SHEET 1011712002 PAGE 5 I PROJECT NAME Hootors Corporate Headquaters I PROJECT NUMBER: 732-001 FILENAME UNDERDRN.xLS 05:31 PM I I UNDERDRAIN STAGE-DISCHARGE & TIME Wet Detention Pond UNDERDRAIN TOTAL LENGTH = 50 ft. NO. OF RUNS = DIAMETER = 6 in. SLOPE = 0.50 % LOWEST INVERT = 28.50 AVERAGE INVERT = 28.75 HIGHEST INVERT = 29.00 CAPACITY = 1,238 ft^3/hr MANNING'S 'n' = 0.015 PERMIABILlTY (K) = 5.40 ftIhr DRAINAGE AREA 2.361 acres 102.842 ft^2 Water Quality Volume = 4,285 ft^3 DEFAULT VALUES 30.00 2,460 Lmax L min Depth (D) 3140 0.14 3,695 4.10 1.50 1.25 L max L min L avg 'A' 'q' 'E' 'H' 'h' WATER 'V' MAX. MIN. AVG. Iii FILTER INCR. 'Q' T LAKE TOTAL INCR. SURFACE INCR. FLOW FLOW FLOW HYD. AREA FLOW AVG. INCR. ELEV. HEAD HEAD AREA VOLUME LENGTH LENGTH LENGTH GRAD. A=LxO Q=KiA FLOW TIME (NGVD ft ft ft^2 ft^3 ft ft ft i=H/Lavy ft^2 ft^3lhr ft^31hr hours 31.4 240 3,695 4.10 1.50 2.80 0.86 63 289 0.14 509 281 1.81 31.26 2.26 3,572 4.10 1.50 2.80 0.81 63 272 0.14 491 264 1.86 3112 2.12 3,448 4.10 1.50 2.80 0.76 63 256 0.14 474 247 1.92 30.98 1.98 3,325 4.10 1.50 2.80 0.71 63 239 0.14 457 230 1.98 30.84 1.84 3,201 4.10 1.50 2.80 0.66 63 222 0.14 439 213 2.06 3070 1.70 3,078 4.10 1.50 2.80 0.61 63 205 0.14 422 196 2.15 30.56 1.56 2,954 4.10 1.50 2.80 0.56 63 188 0.14 405 180 2.25 30.42 1.42 2,831 4.10 1.50 2.80 0.51 63 171 0.14 388 163 2.38 30.28 1.28 2,707 4.10 1.50 2.80 0.46 63 154 0.14 370 146 2.54 30.14 1.14 2,583 4.10 1.50 2.80 0.41 63 137 0.14 353 129 2.74 30.00 1.00 2,460 4.10 1.50 2.80 0.36 63 121 I I I I I I I I I I I TOTAL VOLUME (ft^3) = 4,309 TOTAL TIME (hrs) = 2170 I I UnOerdrainxls PREPARED BY AVID ENGINEERING. INC I 20 I I I I I I I I I I I I I I I I I I I . . MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME: Hooters Corporate Headquaters MANUAL RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area 7,850.00 ft2 Pond Volume between Bottom & DHWL 10,205.00 ft3 Pond Length to Width Ratio (L/W) 3.10 Elevation of Effective Aquifer Base 18.00 ft Elevation of Seasonal High Groundwater Table 30.00 ft Elevation of Starting Water Level 30.00 ft Elevation of Pond Bottom 31.50 ft Design High Water Level Elevation 33.11 ft Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis 0.10 Unsaturated Vertical Hydraulic Conductivity 28.00 ft/d Factor of Safety 2.00 Saturated Horizontal Hydraulic Conductivity 42.00 ft/d Avg. Effective Storage Coefficient of Soil for Saturated Analysis 0.12 Avg. Effective Storage Coefficient of Pond/Exfiltration Trench 1.00 Hydraulic Control Features: Top Bottom Left Right Groundwater Control Features - Y IN N N N N Distance to Edge of Pond 0.00 0.00 0.00 0.00 Elevation of Water Level 0.00 0.00 0.00 0.00 Impervious Barrier - Y IN I N N N N 0.00 I Elevation of Barrier Bottom 0.00 0.00 0.00 - II I I I I I I I I I I I I I I I I I I I . . MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: HOOTERS CORPORATE HEADQUATERS I STRESS INCREMENT VOLUME PERIOD OF TIME OF RUNOFF NUMBER (hrs) (ft3) Unsat 0.00 0.00 1 0.25 10,205.00 2 1.00 0.00 3 1.00 0.00 4 1.50 0.00 5 2.50 0.00 6 2.50 0.00 7 2.50 0.00 8 2.50 0.00 9 2.50 0.00 10 2.50 0.00 11 1.50 0.00 12 1.00 0.00 13 1.00 0.00 22 I I I I I I I I I I I I I I I I I I I I . . MODRET SUMMARY OF RESULTS PROJECT NAME: Hooters Corporate Headquaters CUMULATIVE WATER INSTANTANEOUS AVERAGE CUMULATIVE TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW (hrs) (feet) RATE (ds) RATE (ds) (ft3) 00.00 - 0.00 30.000 0.000 * 0.00000 0.00 30.000 0.49843 0.45269 0.25 32.986 0.40694 0.00 0.22395 1.25 32.740 0.18692 0.00 0.14988 2.25 32.576 0.13306 0.00 0.10783 3.75 32.398 0.09659 0.00 0.07786 6.25 32.185 0.06960 0.00 0.06133 8.75 32.016 0.05598 0.00 0.05063 11.25 31.878 0.04686 0.00 0.04309 13.75 31.759 0.04026 0.00 0.03743 16.25 31.657 0.03521 0.00 0.03300 18.75 31.566 0.03161 0.00 0.03078 20.25 31.516 0.02992 0.00 0.02935 20.73 31.500 0.02870 0.00 0.02804 22.25 31.453 0.00 Maximum Water Elevation: 32.986 feet @ 0.25 hours * Time increment when there is no runoff Maximum Infiltration Rate: 11.919 ftjday Recovery @ > 20.734 hours 23- I I I I I I I I I I I I I I I I I I I I . Hooter's Corporate Headquaters Stormwater Analysis StormTech SC-310 System Sizing 10,205 CF of Volume Required Determine the Number of Chambers (C) needed. Storm Tech SC-310 Chamber Storage (CF) with 18" Depth of Stone Foundation = 40.4 CF/Chamber 10205 CF /40.4 CF = 252.60 Chambers Required 253 Chambers Provided x 40.4 CF per Chamber 10,221 CF Storage Provided 10,205 CF of Volume Required lL{ . ; I I I I I I I I I I I I I I I I I I I . . Product Information ~ StormTech'" Figure 1 StormTechSC-740 Chamber not to scale Nominal Chamber Specifications Size (W x H x Installed l) 50.0" x 30.0" x 85.4" Chamber Storage 45.9 Cubic Feet Minimum Installed Storage* 74.0 Cubic Feet Weight 75 Lbs. ACCEPTS 4" SCH 40 PIPE FOR OPTIONAL T OR INSPECTION PORT CLEANOU '~ / j,. 10 0 "" ~ ~ ,\1 .\1 .H ~ .u J I I' 90.7" LOA I "I J I Figure 2 StormT echSC-31 0 Chamber not to scale Nominal Chamber Specifications Size (W x H x Installed l) 33.5" x 16.0" x 85.4" Chamber Storage 14.7 Cubic Feet Minimum Installed Stomge* 31.0 Cubic Feet Weight 35 Lbs. 85.4" INSTALLED m IT1l 11U11~ I IIlUIIl III 50.5" ACCEPTS 4" SCH 40 PIPE FOR OPTIONAL CLEANOUT OR INSPECTION PORT 85.4" INSTALLED 'This assumes a minimum of 6 inches of stone below the chambers. 160" ~ 1-----s3.5~ Call StormTech at 888.892.2694 or visit our website at www.stormtech.com for technical and product information. 5 I I I I I I I I I I I I I I I I I I I . System Sizing . ~~ StormTech" For quick calculations refer to the Materials Worksheet on StormTech's website at www.stormtech.com. SYSTEM SIZING The following steps provide the calculations needed to size a system. The worksheet on page 10 itemizes these calculations and costs. If you need assistance determining the number of cham- bers per row or customizing the bed configuration to fit a specific site, call StormTech's Technical Services Department at 1-888-892-2694. II Determine the amount of storage volume (Vs) needed. It is the design engineer's sole responsibility to deter- mine the storage volume required by local codes. EJ Determine the number of chambers (C) needed. TABLE 6 - Storage Volume Per Chamber Chamber Stone Foundation Depth Storage 6" 12" 18" ~"""_'---~_'''''_'''''''''--'''"''_'.'''"-'''~----'''-'''''''''-....,-,.-",.._...-.....,.....,.",. .,^,'h_',U~,~,-,....."^.~,~,.~~,,,. .....___~'._...'r_"""_r~___.."_ StormTechSC-740 45.9 7480.6 87.3 iStori1iTe~hSC:'S1'(F''"'-';14.'7-'''''''''''-'31'-'''' ......35.Z....J4oj . Note: Storage volumes in cubic feet per chamber. Assumes a 40% void volume for the stone plus the chamber volume. To calculate the number of chambers needed for adequate storage, divide the storage volume (Vs) by the volume of the selected chamber, as follows: C = Vs / Volume per Chamber Ell Determine the required bed size (S). To find the size of the bed, multiply the number of chambers needed (C) by either: StormTech SC-740 bed area per chamber = 33.2 ft2 StormTech SC-310 bed area per chamber = 23.7 fF S = (C x bed area per chamber) + (1 foot x bed perimeter in feet) NOTE It is necessary to add one foot around the perimeter of the bed for end caps and working space. II Determine the volume of stone (Vst) needed. TABLE 7 - Volume of Stone Per Chamber Stone Foundation Depth 6" 12" 18" -,..._'_..,....-.........................~.--..,...,.,"'.....,~..,-"-..,.,,~..'.'''..,_,~......._..........,.._^'"_<...,.'''".c...~..__......,.,....._,,_~~.=,~._~...---.'...._,..,"',_~.._=.." StormTechSC~7 403.6 (2.6 yd3) 4.5 (3.2yd3) 5.3(3.8 yd3) "",,,,~,,-~-,-, _.,.-~,,,..,...~--.., ..,w~,. '-'_'V"'..-" ,,'~'......~ '-"-w"'_ '~'. ,.....~. ......."-=-_r'..___<..,....__ "~''''."~,,, "~'~._"'''''~_'~'''~'"'_''''''''''''''~'V StormTech~SC~31 0 ..,<.2.1(1 ;5yd~).2J(t.9yd3) '304(2.4 yd3) Note: Volumes in tons per chamber. Assumes 6 inches of stone above and between chambers. Each chamber, in accordance with StormTech's requirements, requires 1~ inch to 2 inch sized washed, crushed angular stone. To calculate the total volume of stone needed, multiply the number of chambers (c) by the selected volume of stone from Table 7. NOTE Washed, crushed stone is also required around the perimeter of the system. E1 Determine the volume of excavation (Ex) needed. TABLE 8 - Volume of Excavation Per Chamber Stone Foundation Depth 6" 12" 18" ....~~~.~...~"..,~~'"- h.'._-.-,.- ,~~"-,,,--,""''''-'''''''~_'',''.. '" " '.. ,. '.,,'..' <'...,. ,".'_.~",^'_""""., "'~''''''_''''~'''''_'.''.--MW>'-_ '~'.~",,,_, ",,,,._'_ StormTechSC- 7 40 .505 6.2 6.8 . ''''-",'''._'~'~'''''~~~~'''"".C_.,"~.'' .,~ '''', _'"'' , .".......' _.-~.,.... ~,. ,,,.~~" "'"""''',~,,_,,,_,,_,,.,,'',.'."''"'''__,.~._., ,.,. ,_ StormTechSC~3102.9 3,43.8 Note: Volumes in cubic yards per chamber. Assumes 6 inches of separation between chamber rows and 18 inches of cover. The volume of excavation will vary as the depth of the cover increases. EJ Determine the area of filter fabric (F) needed. The sides of the bed and top of the angular stone must be covered with a filter fabric. The area of the sidewalls must be calculated and a 2-foot overlap must be included where two pieces of filter fabric are placed side-by-side or end-ta-end. II Determine the number of end caps (Ee) needed. Each row of chambers requires two end caps. Ee = number of rows x 2 12 Call StormTech at 888.892.2694 or visit our website at www.stormtech.com for technical and product information. I I I I I I I I I I I I I I I I I I I I . . APPENDIX A . II I I I I I I I I I I I I I I I I I I . . OPERATION AND MAINTENANCE INSTRUCTIONS HOOTERS CORPORATE HEADQUATERS City of Clearwater, Florida Stormwater Management Systems should be inspected on a routine basis to ensure that they are functioning properly. Inspections should be performed on a monthly and semi-annual basis following major storms. Systems that incorporate percolation are most critical since poor maintenance practices can soon render them ineffective. Records should be kept on all maintenance operations to help plan future work and identify facilities requiring attention. Considerable damage, as well as loss of structures and effective use of the stormwater facilities can result from a failure to protect and maintain the drainage systems. Providing maintenance in a timely manner often saves costly repair jobs when the unusual storms occur. Remember, the SWFWMD permit dictates that the system must be maintained and that the owner is responsible for system maintenance. A. GENERAL Normal maintenance requirements are as follows: a. Retention areas and swales should be mowed at regular intervals. All clippings should be picked up and any accumulated debris should be removed. b. Sod should be routinely thatched. c. The bottom area of dry basins should be periodically broken with a disk to maintain design percolation rate. d. Sod cover on slopes and embankments should be inspected and repaired or replaced as necessary. e. Periodically, following a storm event, the outfall structure should be inspected to check that the orifice or weir is not clogged and is flowing at a substantial rate. f. The discharge pipe(s) should be visually inspected to determine if the pipe(s) require cleaning. All debris found in the pipe should be removed. I I I I I I I I I I I I I I I I I I I 7.....~"."".:\ , J \.,'i~ A? . g. Inlet structures should be inspected after each storm. All debris accumulated in the sump or on the grate should be removed. h. Outlets should be inspected for clogging and erosion. 1. Berms and other structures should be inspected for breaks. Repairs, if necessary, should be performed immediately. B. CATCH BASINS Catch basins should be inspected after major storms and should be cleaned as often as needed. Various techniques and equipment are available for maintenance of catch basins. Filter bags can be used in catch basins at street grade to reduce the frequency of cleaning catch basins and outfall pipes. C. UNDERDRAINS AND EFFLUENT FILTERS Underdrains and effluent filtration systems should be periodically inspected to assure that they are functioning as designed. Failure to effectively maintain these systems will result in insufficient drawdown of detained stormwater runoff after rainfall events. The filter media should be routinely inspected for accumulation of excess debris and silt. Debris should be removed immediately following storm events. . Effluent filters are designed such that all detained runoff should discharge from the basin within a 36-hour period. Observations should be made periodically to verify that the filter is passing the runoff within the design time frame. Runoff remaining in the basin longer than 72 hours is indicative of a clogged or silt laden filter. Should this event occur, the filter should be thoroughly backwashed with clean water to remove silt and other fines from the media. If backwashing does not remedy the situation, the media may need to be replaced. The owner should retain a qualified contractor and should consult with the engineer prior to replacing filter media. I I I I I I I I I I I I I I I I I I I . . D. METHODS AND EQUIPMENT FOR SYSTEM MAINTENANCE Various types of equipment are commercially available for maintenance of stormwater management systems. The most frequently used equipment and techniques are listed below: 1. Vacuum Pump This device is normally used to remove sediment from sumps and pipes. The equipment for this system is generally mounted on a vehicle. It requires a 200 to 300 gallon (0.757 to 1.136 m ^3) holding tank and a vacuum pump that has a 10-inch (254 mm) diameter flexible hose with a serrated metal end for breaking up cake sediment. A two-man crew can clean a catch basin in 5 to 10 minutes. This system can remove stones, bricks, leaves, litter, and sediment deposits. Normal working depth is 0 to 20 feet (0 to 6 m). 2. Water Jet Spray This equipment is generally mounted on a vehicle equipped with a high pressure pump and a 200 to 300 gallon (0.760 to 1.140 m ^3) water supply. A 3-inch (76 mm) flexible hose line with a metal nozzle directs jets of water to loosen debris in pipes or trenches. Normal length of hose is approximately 200 feet (61 m). This system should not be used to clean erodible trench walls. 3. Fire Hose Flushing This equipment consists of various fittings that can be placed on the end of a fire hose such as rotating nozzles, rotating cutter, etc. When this equipment is dragged through a pipe, it can be effective in removing light material from walls. 4. Sewer Jet Flusher Sewer jet flushers are usually truck-mounted and consists of a large water tank of at least 1000 gallons (3.785 m ^3), a triple action water pump capable of producing 1000 psi (6900 kN/m^2) or more pressure, a gasoline motor to run the pump, a hose reel large enough for 500 feet (153 m) of 1-inch (25 mm) inside diameter high pressure hose, and a hydraulic pump to operate the hose reel. In order to clean pipes properly, a minimum nozzle pressure of 600 psi (4140 kN/m ^2) is required. All material is flushed ahead of the nozzle by spray action. This extremely mobile machine can be I I I I I I I I I I I I I I I I I I I . . used for cleaning areas with light grease problems, sand and gravel infiltration, and for general cleaning. References 1. Sewer Maintenance Manual Prepared by Municipal Engineers Association of Ontario for Ministry of the Environment, Ontario, Canada, March 1974. 2. Smith, T.W., Peter, RR, Smith, RE., Shirley, E.C., "Infiltration Drainage of Highway Surface Water", Transportation Laboratory, California Department of Transportation, Research Report M & R 632820-1 , August, 1969. II I I I I I I I I I I I I I I I I I I . APPENDIX B . uct U~ U2 lO:13a III KilRI.ffH F. DE BlAIR., am< If am P1JEl.l.M mtfl'I, rumlXI 9lt)i62l1 08-13-2C02 U:23: 0'1 PAH 51'D~' , 010055 11t:023019'16 JIl<:12160 SPe:2203 EPG:~ - REDJRDDIi 001 P~S 1 $6.00 DOC STAMP - 00219 ;; $2.800.00 4Ifcherer Development .727-538-4211 ... ... J Par.,sTax1.0. No.(s): ThIs Instillment Prepared by 8IId Return te; Douglas L Hllkert, Esq. 2557 Nursery Road Suite A Clearwater, Flortda 33754 (727) 507-9559 FII.E NUMBER; 1656.6647 I'l' Gr.sntH 5.S. No.: N8IlI8: Hampton Road O.lfe1opment Corp. Glilnlee S.S. No.: . C02 4: e~ Name: "O~HaO 19;6 FlUGet'i"~\BO PG a 3 P IHE:L.,ii,rl\lllnllll\l\lIl\\II\\l\ lIammty mrrb (SWlllDIY Form) lOTtt.: tm:l{ (K(' .18lDERED: (}MI' BY *- llEPUlV c:m (WbenVer uoed bereIn, the "''''' "Oronlor' ..d "ClnmJa:" sbaJl iJldudc1be heir$, DCISOIW reprucnwiva,. SlICCI5S(ll3l111d1~r assillllS ,,'de respective panlel homIo: !he use of Iht linplat lIl1ll\ber slWl inckIde the plmaI, 1IIll1be phnllbe JIquIar: Ih< UIC of my pmIet IhaIllncIudc all gendm.l THIS INDENTURE, made this ~ day of July. 2002 BETWEEN Mary C. Caruthers, a Single Person. ("Grantor") of Plnellas Counly, Slate of Florida, and Hampton Road Development Corp., a Florida Corporation, ("Grantee"), whose tax mailing address is 26133 US Hwy 19 North, Suite 100; Clurwater, Florlcla 33763. . WITNESSETH, that Grantor, fer IIlJ(! in consideration of the sum ofTen DoUars (SIO.OO) and t,ther good and valuable colISideratian, to Cltanlor in hand paid by Grantee, the receipt whereof is hereby ~knowh:dll.d, has granted, bargained and sold to Grantee, QTIJItIle's las md assigns f~, the following described IlIJId, situate, lying and being in the County af ?inellas, State of Florida, to.wit: The North 200 feet of the South 720 feet of tne West 130 feet of the Southwest 1/4 of the Northeast 114 of Section 17, Township 29 South, Range 16 East, LESS AND EXCEPT the WC$t 20 feet Ibereof. Subject to easements, restrictions, and reservations of record, and taxes for Ibe year 2002 and thereafter. And Grantor does hereby fully warrant the title to said land, and will defend the same atoawt the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Si~J~ p,m, R~. ': W~. Si~ d1;1L Douglas L HltkBrt m~ e_ f!.,~ MalY . Caruthet'S ~32g Wind Chin,,!. Drive W Clearwater, Florida 33761 Print STATE OF FLORIDA COUNTY OF PlNELLAS The foregoing instrument was a~knowledged before me this ~ dl\Y of July, 2002, by Mmy C. ~ LaS..... P""" .who. '. p""",,,,~ known '" m. (0' who ... ....".. "",e ~. . ",......"'~). . ~ .. peCi . NOTAR B~L REC . 0R21~ Douglaa L, B1Ikert Sign .' ~~ olllllOOUI7111 INT === Ex,"::n:i ~ 2AlO3 ,DD1Jglas L Hllkert FEES ----:. oWaaaw. JlaIllIiq 00., boo. Print... MiF ~ My ComllllSslon ExpIres: P!C~ uJ REV ~v r;/,}> 1Cffi\[7J1;!jl$' - .CKBAI..___ CHG AMT ~ $2.806.00 $2,80&.00 $.00 p.3 I Uct OS 02 10: 13a III ~ent By: WALLERfMITCHELL; .~cherer Development 727 848 4183; .727-538-4211 sep~'02 13:04; Page 2 p.4 I I I 1} (J.. rH I I ~. ; \ ~ " ,. ., I ~ .j I I I i I I I II I I I 1\.\ I., ' II I ~".::. ':'" . ,., I I I b:aYmI h - ......It: It... D. Walln". [,,!lIl,\S S312 _1ft SI. -. ......""IotJ. F1..M152 ~~- ACt: r ---.....0 REC \-Gl"i?iv oq:!,,-- 0>_. .. ~'f_....... fr.E".i ~. Ml'r ::',... p,C _,.._' ...:::: -:=J.O T(l'TIII. !!;:... Gte IJ,.~L ___ r.l:Q',~ ._ mllEfll r. J( lMIl. Dm II QU:r F'llfLill turt. IllllJM "-"'--"-~._---"-.._"'-"" '{17DllZi ~JIt\? l17:'!-:5:! 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',....... .......u.......... ..................... ~ ""II ................ ......'If -...--...---........---..._1 ................ .........,-.,.,..... .'~~-:"'.flk_ T!Hl\MlrlilOll.1IOU.AflS IUlI.tIlI)IIlI/IIhrr pi .. ~ ~.....- Iellilll'*- 1ft IMU .... .,.11IoI _"'.Ille ...... ........, illl&m)' --InIrell..-s ~ mnbt. nlasc.1IId........... ....AU pMft. -.--a_...,.., r...c,. IllIloc I~~ Iillor. ......~ clailll _.....11I WlIich".. lias in .., ... Illc IIIIltwiJc lICIailIIIIlIIIII. lilalle, I,., ... -= In .... t::..oal,. .......I~: 41.",,0...: DCH'81T -A.M Tv Hlw .Id ... HDhl. Ihr - tqrIlI.w '"'" 611... Iia....... Dt I""",,",*ea r.m.. lI<'-rlllc ., .. aJI)....;., ~........ --..,.., tIda. "'- ..........., ....... ",,-..,.r 17-. cilllClift &lOr ..~. Iolr ..,,~ 1l.oeIi1_"'O''''......ar- f_. Si:lflI.lCIlnl... ....ftll i._~. .. WS_ WlltftGf, .........IIeIn..SCI.-'.....d -....,_~IIIICI ~_Il"I_ ....In .,~:?IE;,.l.t/~ dI 1IIIilaCIl ~c: ~I ~.. " '.~4r:-;y: #;;t:-~ :~,~:~~: 11f' ......' :d:J~ .-!.'; ....~.. , -. II . .,;" 0 ..~...h.:.~>>~.,l ,. 'f", '. :;,;.r.:,;.;.,~..\I.... IC......c Scab ,," , ~ .r....... ev..... ec.u..)., J\\. c ,.." ... .....1IiII: __I WII ~4 w- _ tlois .1cr"'., 01 -:!u ,.. . Z~ ~ __ r. ...... ,.".... ...L......~..... ~FladoI.......-__.rlN__. Ikl.'.......-'_".... ..IXIl..'--..,...._.lirrow~ ....Iili...... r ; JL,.tt:t.~. _,~t .. k':c.J.,.16l_<- _' .. . ,__ '-III)'$&Q NUi\ij ""Wi< ........,...., ~hL.,... L. IAJ..IIBrr:... ro4,C_bptnr J:aJ17 J"" i.:. >::}~:~;,~l o..w,,_ uc't. u~ U~ lU:13a .SCherer Development 727 B48 4163; 8727-538-4211 sep~02 13:05; Page 3 p.5 I III Sent By: WALLER/MITCHELL; I ~. I. ~ .. I I COUI'lT'l' F'I.R. , \~LL.~5 \2201 PG 22 \ orr ,REC.'~ I I I '.. I .. .'. J i I . ," I I I I I I - .;,.......:. .' "1'1"'> ~. ";'. '. ~ ",:" I I I I EXHIBIT .. Ii. II DESC1tlPrIOH: PAllCEL A. BEGIN nOM m emma OF SECTIClN 17. mv.tISDIP 29 S01l'rB. JW(CI! 16 EAS1:. l"DmLI..&S COUla!. FLOIIDA. BIl UN DElICt ALOlfC :rn N/s CElttI1ILDIE OP SAID SECTIOR. 4SO l"JIE JlW CiHXIILDIE OF IWIPrOlf lOAD.. II 00"20'13" V, 72Q.00 l'IlE1'; 'lllElfCE If 1'"4&'01" E. Z5~OO !'lEI, '1'0 A POIKT IoU)ItG 'lIE ~ a/v un OP S&IJ) IJAIIlIIV1f lOa !DR. P.O.B.; tIIBlICE. mm N ""46'01" B. lOS.0071EEr; 'JllllCE Jr 00"20'.13" V. 15.00.l'BKt'; muCE'S 19"46'01" V,.lOS.DD nat. 70 SAID E&S'iaI.t Rlv LIIIE OF UIIPtOI UAJ); TBPCE .lLOWlO sUJ) I/V LD1E S Oa"20'13" It. 15.00 PEE7: 10 '!lIE 'ODl' OF 1!CDIH1tIC. .:tZSli. 2:n WIT S.GO I'.UT DDDID 'lO m& Cl'1'I cnr CL1l&IIIU'IIIl. IOlt. 1WIPf0ll1OD :RIGBI-or-WU. III O.ll.1IOOlt '052 Paps 1189.Al1) mo. (II!K&DIIJC Pam. "I." aJnA1lO]IG 1500 SQ.Fr.) DlSCIIlUOI: lAICEL 11 . BllGDI nDI 'DIE CIII1'D. OJ> SBCrIOM 17. 'IOWSII11' 29 SOvrB, ltAlfGE 16 1ASl'. rDIEI..W.S co1lRft. l'IA1IDA.. A1ID 1tDR '1tIIDn:E ALoIIG,'JBK illS CI!II'r!IUl1E 07 SAIIJ SEcnaB, ALSO DE t/V CEn2IlI.Dm o:t IIAltrrolf lIOAD. .. 00'20'1]" II, m.OD l'EBI'; 'IBBlfCl It ,,"""D1- E. no.oo IEIt lO1l. A P.O.I.; DBlICE ~ I( a,'46'UJ." E.. 10.00 1nT; TII1!lfCl S !lD"211'13" It. J.:J1.85 F.BBT 'ZO A PDt1ft' OR 1IIIe lfOlml I.Xn OF 1'~ c; '.I:IIERCE 11' 8'.S7'26.9" v. .ALo.~ TIlE IIDRrB Lte oy rAJlCEJ. C. 1O.O FBB'%; 'lIEIlCE II OO.ZO']J" 1l. 131.8S Dtt '1'0 'rill! J>.O.~. COI'DDlDt; 1,318 SQ1WlE PEhr. " DESCJUpfjON : PAnCEL C-! 'tHE EAST lDO..lJD 'IET OF"IH! WE!fnlUmnET.Usnm: NOR11I7Jft.CIlI PEET AND LESS TIlE sOurJlSJDJIO FtET OF THE SOVIHWEST .14 OFTRE NORTHUSl" llfOFSEcrJON 17. TOWnsHIt 19 SOt1lH.ltANGE J6 EAST,PlNlLUS COUNTY. n.ORJbA. ~ I I I I. I I , I ~ . This instrument was prepared by: ROLAND n. WALLER, ESQUIRE/ naa WALLE:R " MITCHELL ~ :'~..:'/ - -'-5332 Main ~treet ; ;-I.:,,;~\1O~ Port R:Lchey, Florida 346S2 :fi~; j .-.'irJ 20708.06 L'~~ "__ i'" fF.'fS M.r: ~,c-- R::~S BUmmNr, made effective as of the .b..tdtily of August, 2002, -i'O:;i\J. y and between Bulptan Road l>aveloPllent Co~.. a rlorida ;KBA.l -=-cozporat!o.n (hereinafeer referred to jointly aQd severally ae ',;AMT _"Grantor-). ilnd Lbd.ted. hopertl..., l:Dc. .. 1'larida cozponuOQ (hereinafter rcfcrreCl to as "GrlUltee"), !bat the Grantor, for and in COIl8ideratlon of tbe mutual covenants contained herein and the 8U111 of TBH 1IND NO/1.00 DOLLAJtS ($lD.OO), and other good and valuable eonsideratian to said Grantor in band paid by said Grant.ee, the receipt where is hereby acknowledged bas granted. bargained and given to the Grantee and the Grantee heirs and assigns forewr, a pe:rpetual, non-exclusive euelll8nt for tbe purpose of vehicular and pedestrian traffic gRl1ting 1ngreS8 ilnd Egre8s, over and a~S8 a 30 foot easement, more particularly descrlbed as follow8: See EXHI8IT A iU:tached bereto and made a part hereof. 1'he Grilntor reserves the right and powur to IIll1CJ1d or lIodify the legal description shown in Exhibit: A, in ord.r ~o reloc.te said easement, provided Whatever legal deIJcription which ia used .allows a 30 foot easement for Ingress and Egress aorDOs Grantor's property for the benefit of the property described in Exhibit B. This easement is for tne Use and benefit of the following described pzoperty : See BXHlDIT B at.tached hereto aDd made a part hereofi GrlUltor, for Grantor their heira, and assigns, covenlllnts with Grantee, it.s heirs, successors or assigns, that Grantor frOftl eillMl to time and at all times after the effective date af thio lnBt.rument, ae the1r own cost and expense, wi.ll repair and ~ntllin. in a proper, substanti.al, and lIlOrltmanlike IllaMer. in aceorl!ance -1 t.h all the requiretlel1ts or any governmental entity. the above described ingress. egress eaSf!1IIeDt. . Grantor shall keep all area8 properly pa".d, sealed, striped and cleared free of I ue.. U:::J11J U~ 10: 13a . Scherer Deve 1 opment Sent By: WALLER/MITCHELL; 727 848 4183; I S-IOD2 ., ''':A 02-229UOcfTiK 12201 PO 2- p UtEU;....... I I I CRANT or BASEIa:Itr I I I wtDIGS&TR! I I ./ I I i I I , I I I I I rl.......... ,,: ~ . .....-.. I II I I . 727-538-4211 Sep-27-D2 13:05; Page 4 p.6 Klf/HlII F. It' I.m, llFlt If am~f~ f'1lEU.t1S Dr, fllRIIWl ~T II -------------- ?U~ 09-IlS--M f11:47:44 ~ 51 CIIS-JMtrlll DJ) Im1.IPIOT QIf' ~ 1#:m3W 1r:l22l1 lFIi:OZ5 ffij;~ /' IIlIDmJIG lIli flUS 1 l2it.oo IlIlC STAIf' - lJ(119 J -!:!! /. TOT!: S2\.7t I 1hMlr.lDImD: Si!4.7p. DrII{: "00. BY __n__ .IIPIJJV D.EJI I I i I I i i ! -: I uct U~ 02 10:14a Sent By: WALLER/MITCHELL; _Scherer Development , 727 848 4183; .727-538-4211 Sep~-02 13:06; Page 5/12 p.? I a- Ll ' p p .j ..'....:...i " , -- -:-<: i I I I :z;..; ~;::... . ...... '.: ":;1 I : :'. ',",-'.. ....;:.. "~(. :";...~ I .' ',' . ~. ::~ /i.~~( i ~t~~~ ..: ~. " ~ :::Jih :',.,',' :~~ /.~;. I.:..~ <:.:~.:... I I I I I . ":":"\ . , '. ' ..\ '. . ..:~ . I , . I I I I ~I,';',;,\,'J.;','~: I "?::,\ .\, . I I I :'1'",'/,. ~ .~< .~':,'; ;'\:~;~f ~;y:?~ <.:::~;','..,:;.<(.:~'~;,: ~,:~:~" ~ ,', t..,' P%NEL~AS COUNTY ~R. DFf' .REI:.BX 11!!Cll piG 22J rUbbish and obstructions of nay nature, shall maintain any landscaping or planting thereon in good oondition and shell provide adequate drainage, lighting and insurilnce therein and shall pay all expenses including utilities in connection l:hcrevi th . Th.is eaeetaent shall be exclusive to the Grantee, their heirs, successors or 3U8igns. m III'DIISB 1IIIRRmP, the partiell have c:aused this Grant of Easement eo be executed as of the date first above vritten. Signed. sealed and delivered in the preBebce of : IlullptOll bad DevelDpMD.t, %De. By: Ne~ (SBIIL) SD.'.1"8 01' RtORDM COVJI'n OP ~ Bei:01:e 'IIle, a Notary PubU.c in and for the said State and Cou.nty, persOllslly appeared. Rei.! G. Kiefer, President of HaIlpton Road Development, Ine., on behalf of the corporation, who is per8Oll.ally known 'to me, and he aeknowledged that ch&y mcecuted the BDIlK: for the purposes therein expressed. :IN 1fl.'.l'HB8B 1IBIIU0I' , I llave set II/.~ day of August, 2002_ my hanct and official seal the 0__ -LLk ,Li' -' Rotary Public-Sta~e of Plorida My conmiaaiao expires: ~~I };/:::,,"/:'<:;";.::F.',:',,:", , , ~. . ",. '~ .~, .' , . (?~.~' '.' "", .'." "w " , ' '. ". )' ,'I. \' '..... ....'1. ,'. :,',.., . .'" ~ <!' . ". ,,-. " .'.. . . " ;, . - ' .~. \:'. ' ~~:.." " ' 'j' :....'i: : ,'. ," ..' .;.;~ . .. '.~.' ".: ., .,- :1. uct:. U~ U;C lU:14a Sent By: WALLER/MITCHELL; ,I I I I I I :r: };' '(~f, , ~..' J ~\f ;::..;.~ . j~'i.': ,.,"," .:.;?; '/.j', I I I . . ":: : .:~ I -. '.;, I '" I .' I :;i.'" .......;t .:..~\~:. .. ::.";.';:~. I I I .SCherer Develo~ment 727 848 4183; . 727-538-4211 se~-02 13:06; ~.8 Page 6/12 V' ,^ ," ,~",:,;&;.,ti.~;1;' ;;~L '!"~:','€;i;ig<i!~ttf~f::~~~~;:;~:ift).'",'. . -.';! . : . .~.' :"." .. :. C.<, ""E'~.. ; ....::1 , . :; /. ..')...... :,.,-, i.'. ..-." "'!' .' ~TY F!.ft. P tlolo.W'S l2l0 1 PD ;2'7 Df"r.ICt:;.8lC ~ "~' ;..." ."1: .,', . .' ':.:. . ", .~. {: ~'... "''; j. ~ ',' ',.,;. ;~~.~: ....... ':,,:~' EXHIBIT It A " '....,. "" -.... .~. . ". ....: ;:~~ :~ ',.' : .~:'.. }:t ;:....: DESCIUI"l'/ON; f'ROPOSEO ,)0.0' INGRESS AND fGRUS ~fNl " I'ORr1DN OF' fIlE SOUlltlllESf 1/4 OF 'PIE NllRIMfASr 1/4 OF KcnotI 17, mWNSHlP 211 '"Sounf. RANC( 16 US1. f'IHfLIAS aJUNrr'. FID.... IIElHC FUtnHlR 0ESCAI8ED AS RX.LOWS: EEGIM AT 1Ht CElfJ[R OF su:notI 17. TOwNSH1F' ze SllUIH. IWGE 11 Nt. f'INa.UllS ClOUHn'. ~ 1HENCE IIUN Al..ONC THE: NORIN-SOUI1l comIlJNr or SAID B110H 17. AlSO .EIIiG M c:BIIERtN: OF IMWPIDN ROM) AS MOW ESfAllUStlED. NIIRnf CMl'20"S. 1IlSY. 545.00 FEET: 1HDIC[ IDmC .....'0,. EASI', 2OJlO FEElm hIE fASlElU.V ftIGtlf-OF-wAY UNC 0' IMMPTON RCWl AS Maw ISJ'MIUSMID AMlTHE POINf or ImNNING: ntDI;E RW AlONG WJ FAStnl,y RICHr-M-wAY UHE:. NCNftN 0lJ'20'1J" WESr. ~.CIO Fm': ntENC( NOIUtl .r'&'01. PST. '20-10 rm; lNDIe( lua FEn AI.ONCO 1tIE ARC OF I 6$.00 FOOT RADIUS CURVE CDIfCAYE 10 1tIE SClUIMWESr. SUI7EHOBJ lit A QlQAO 0lSfA*:E OF 77.7' FEEl' WNeM EMS SOUIH U"3'5I. DST. ll) 1Ml sotmIDU.V IIOUHIWn' UN[ or PMICb. 'C-l": 'DtI9ICE N.OIIG S'lIO SCJUrJIEAL'f' IOUNCWIY UlK, SOUIII "4"". lKS1', JUO 1m; 'hlrHCE lI.WlNC SMl sotmIERLY 8DOlIOIRV' UIK. )1.21 FED' AIJ>>IC '1ME Me OF' A 25.00 Yom IWMUS CUlM: CIlHCA'VE 10 1HE SDIIIHWESf. sum:Hll[O BY A. CMDIlO 1IlSfANCE: or ~>> FEEf WMIQi IIfARS NORYtt "'U'~. wtSJ; THENCE SOLn'H 111'46'0'. WESJ. 12O.D!l FElT TO '"" PCINf OF eEGINJIUtG. COIII'HHltC :'4.',12 SOUUE 'FW NORI: Ofl LESS. . .~~~. .: ~ ',~'1~.:: .";:.\ ",", :)~'. '.;', j 1 .. L' I ~ . .::',: . j :....,...:. ~;Ifil'{ I I I .~~il~~~i~~~~!{i~c@:{:t!:~;~IjI>,;,. ~:':),'.I,;,,, ~;;,; 'j)'." " I I uct U~ 02 10:14a III Sent By: WALLER/MITCHELL; .scherer Development 727 848 4183; 1727-538-4211 Sep- -02 13:06; Page 7/12 p.9 ~". ...:It.; .., ";ih'i:;.~:~'~" t~:;~;~,: "; '<}i.ti?;i':i\~~;:.~[;;;"/i';'<j.iJ"'i;\;;i>;t.. '.' "'.' ....... .. ., .":':'1 "1 ,:-:<) i I I EXHIBIT "'r PINtLLR9 cOUNTY F~R. orr .REC .Bl 12201 PO 2!8 , , . I ., . ',~'., . . ~:..'.' j L .,', ~ . ~ Parcel C; TIle &sIIOO feet GllIte West no.oe feet, Jus tile N.nh 130M reet tilU'e'r. .rthe Solltlwut II. 01 tit. Nortlaeut 1/4.( Sectiaa 17, Tow.It'.. %9 Soatb , Rup ., Eat., Less Galr-t...aay a_levant Rigbt.Or-Way, ...d Las TIle East 100M feet or tbe Wesll30.00 fee', IeAJ ta. North 730.00 fUI aDd leu tla. Stndh S2O.OO ht o'.he Soathw_ 1/4 .f.... NDI1bealt 1/4 DfSeccioa 11, T~.laip D Soafh, RMsge 1&. Int. PbaeUu COlIDty, Flerida. ..:.. '<r. ': I '.... .,' >OJ::.' ':::it I -""'-'~ I '.L;j' .~.: . ~:):~ : :~i~,'~; " .h i;;;}t "- I . ~:. ..~ ).~:~ '. ~:.". ,. '. ":i..! . ,::,'".' ':~_;.. ;':'.~ ,".;;'!' I ! I II I I I I I - ~:"~':4) '<!~J;.!" 4~"" .,'~:~~,~ " .....,# I ....i '.- .~: .... I . ...".... ~~r1;~~ifPj.;~i l:.' . '. :': ..:,,::> ~:. . ~i~~'I~iilii!lJ!t~IIJCf~!I'~I~li!;k"~'"}'~i;;, I I :1 uc't. U::I Uc lU:15a III Sent By: WALLERI~!TCHElL; Development 727 848 4183; .727-538-4211 Se~-D2 13:07; Page 8/12 eSCher.er p. 10 I r .;, ,....:..j "IHtL~1\S 1:0000T.. f'V . lII''' ."I:C .ak IlIaD I 1IU ua I ~1Ull': Sl;t _'.L.. 1WI'.l!...L IIIC-!!...!.... "~~.....~ .-.m1A.1OIIS "~~c-=::'..:::u..~ ILI~. "~~7~~ _ i!.t ..;:...;....M...._a=~,_....... ll~ -w .ir.- ~ Iii ...>>- ..... ~~;;.:r-. .. .... -...... ~ . .. ! U ., " I 1 ~.;\ (: I.'. ft .~ ,'1~ ii "m: .1:....., ...... J6.' ......" ... 'Wn YMMWI .. ..~., .... ~I .,.... -c......... 'II . W~ .., ~ ..~. IUCl .. WI, ....h,1M ..,... ~ .... ....... IlrIOIaa M ~ .... at nw ~ . Mnaa. ". ....... " ....... ..., .. III!. ND.&oIIo ur.w. ...... IICIIft _ oIIIUaIIK - -.......... ~"....... 11......--= tIC.~....,. _.... ~ _III tIftI'1r tilt. IIUIIIn -..r: .... .."'.... ... RIlla .. ~,. -......-....--...----.----- -------.3"-._'111:____._ ......-. ...- --..... .....- -- - .."",--...- .... ..1'1'...... -- ....... _Jl"M"................ ~ .. fJI ~ "E...a; ----...----,.-.--.- ---, - lie. *'".... _ M -.. ._... _..... _ lit... _._ .,".......-..cc .. ...~....... _ -ruar -.r;...... ... wu.......~ ..... lIP . ... ... . -.....c I ....... WI." ..... Ill' ...... . ... I ~ -- ".,0 - -. AIlIt: ..... - ...,. - -, -".... -0 _ KW ... III tr - - -- -uwlI I o < o ~I"! III Z :- U 0 .... No IL . 0 :so Ie. ~t~ I (Ii: I h ,I ,II I l t . f~ ~ 1 "' l-.~ ".-. .,_... ............. ~ SB9'''''Ol''W 30,OD' -- 120;10' I __ or 1lII: SW, ,/_ ." !II( 11.(. 1/. D< sca... " I 120.05' ~ ARC.,.,39.2"- -.... I I w.stl _...-. .............. .... I D.ll. SU!.1!.1'f!IG _ IIIC. LI. lIhlL, ~""'"";r,", 'IN'r.= -= t'-: -,;: -=:=.i&-:l':.::.- ~rw' -, II'l o~,,~ -- e-oU)?J-2 .. ..... .. ~._... --- ...... ....... . ...... C[IUlFICATION '_A..,ltIflIt: ~~- ~JLG I .. -. . .. .' ',' , .. : '. . ,": ~',: I:.. . -' .,':.": .... . . . .~ 1 ,::'.... ',,," .;; '.J " . ".; ,-.,,' ":~( .::..~:- I I I I ~...: 1 i I ( n I '; ::' ....: i I I r ! I 1 r I , I U~~ U~ U~ 10:15a . Scherer Development 727 948 4183; '" I Sent By: WALLER/MITCHELL; I I ""-11'.'0 N.IS' / ,........_P-.,-_Io 0IIugIa L. HlIilIrt.l.,. 25$1 "*-y RQId Suite A C........... "loti. 337&1 ,"71507-9"11 .'LIi _"E~ '651 ss.7 C'a_ S I ... -----0.-"'" &.......55.... ..~ ..... 1)2-",n.1& IIIUG-l'ii= ~ aza3 D11CLL.iWi-I.... -DImII!t Bttb I r I I 1~1"'" ." '--"....." ......-...111 ...... "",.' ..a:..c" ..'" ......... ..". -.A.o.Ilu.t ...... ".-....-:.1...,................ _"........" -.i,. .1..1~1.,....'t.of\:..""NI..... ........ .".............. ....,............ ...... ...............,.... .........tk4l..,. 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'~.':" ,'.: ~'~': '. ..--. .. , d ,;...:.~ :;; ::.:,;h~i;;.;.~..:.:. I uct OS 02 10: 15a . Scherer Deve lopment III Sent By: WALLER/MITCHELL; 727 848 4183; . 727-538-4211 Sep-27-02 13:08; Page 10/12 p. 12 I ......M.. .__ .._"_"__".---.. I ,-..-. I -- WUIlI f. IE". lUll( a- 111m l'IIllM IIIIIIV. fUlllA - ---- 1IIIISI8I 17-31-. D:U:3' I'ltl 51. DlJDJIl ... 11:1I'aGJlIi 11:15 IK:IUI ~:"'1 _lIB PIllS j IIS-Gll III: 0. -11m 1 'l.~kI IOIlt: 'I.!>~.DO 00I1IU.1DlIJ[a: 11.5!1O.m ~ DRII: 1.00 If _~"'- IDIIIY am: Ol!-e....e. JLV-'I-ZQ02 I:."'", "INEI.L'" co 81: 12m ~1I 11:1. ...--Iloo.........._ --.... l I I ) - ~ PAEPAREOBY AND RETURN TO: Joseph J. Sol'D1a. Jr. Joe.pll J. SonIta. Jr.. P.A. 211100 U.S. Highway It N., SuMo SfM ClN.."". Relfdll 33781-2886 Tel: f721> 796.1557 I I I TRUIifEEtS DEED I THIS INDENTURE madll tllis 31.1 dIIlfalJutr. Z0Q2. betweenl1e'OIlaWlngn:lllled pal1ies: I OIlANTORt ~ J. 80"*. Jr_. as TNsle. or FIOJiCta UnlS Trusl No ''1286 under ......", dated Auguat 1:1. 1111M ORANTOR'& ADDR9&: 28100 U.S. Highway tt Nodh, Suite 504 ClHMatttr. FL 33761-2881 GRANTEE: Hampllln RIIact OIVll/oplllenl Carp. GRANTEe'S ADDRE&8: 2&133 U.S. Highway 19 NotIh. SuIl8 100 C1elllWallr. FL 337Q.20nJ WIT N E SSE T H: THAT GRAfoITOR. lor and In GOI'llidllrallon af TEN DOlLARS ($'0.00) And other valullblD conlidelUon to It III band paid bv Gran.... .... /8aIiIlI .....or iI: h.rebv -*nowledgad. dws IwNbV grant. b111111in IIfld ..1110 Grantee. the lollowlag described pl'opalty In PinolIa:; County. Florida. 10 Wl1: Sa 81tached ellhlblf ~A' I I II I Also dllCIibed " Ta PalQll ,.D..'7-28-tO-OOOOO-1300CJ300 end 17.28"8-0llOlJOo 130-0.'0 InOolh., wilh ,he> ....."..,... ha~l$ and -..urten.nC8&, tnereeo, beIclnglnsJ O' in anvwl'8 lI&JI)8t1ainirlo. S.CIIO: ,. Condiliohl. restric1lollS. Iimitatians 8nd ....1NInIJ 01 lKOId. I 2. Zoning lIf\d building oNinanC8S allier gcMIrr1rnlmtal regulatlOnll. 3_ Tane and 1I.....lftIHIls Ior.,..oI CGlWey.ncw and Sllbsequcnl yeals. I .'; ~ . . !l TO HAVe AND TO HOLD IIIIt came unto llIe Granllllllllld Oran18.'J hDim P.U ...l'O-:"anll...igns Iorov.r.ln lee simple. ";;::.~.. l!i...'T;'t? :;;':;"'L~5.,J 'GraNc.' I, UHd 101 singula' .rMf pIUfa'.. IhIlI '*'texl hareof .equires. :.!. -. . ~'.. I". ... '-r~':~. .... '. INWITNESSWHEREOF.Grlll\lOrltuher.unto.rrllllldhi5...I.solthDrby ;,~:::. . ...::~) ....:.c~ty .. ...-.... I I ",,~' .,.,,~. I I I t .J I 1'WMllt'........ -' I I Sent By: \\fALLER/MITCHELL; eCherer Developmeht 727 846 4183; .727-538-4211 Sep,.. -02 13:08; Page 11/12 p.13 U~~ U~ U~ !U:!bS - -..--l and yellr IInll above writl8n. SisllMId. nllled IIIId wane.... :::::cz G tWJtd.ll",-,:: "IM~S COLIN'" Fl." DFT .1lI:t:.. Ilia PO .....0 l .... /'- {fit: / 1;;~rJ!~( ~:'...tI(D. nPl'WlIIftIM 010 II_D k~ ~'G/~ SOIl...'.... ~~ po /)14./1.1 t[,.",' _,_y_'m. n_n... -*'_11 STATE OF FLORIDA COUNTY OF P1N1!LL\S Thaloregolng InIllIUlll8Rt _lICIuIowIMpd bltIaretuthla S1.'d"eI Julr. 2002. by Jouph J. 801011, TNIIN Glthe FloridIlAnd Trua1 No. 172H IlfMlAUgUlt ~. 11184. who is peuonelly known to me Dr "...--produt:8d - --. - ....--.-. ~1_1oI.. .&-e~~ a1gnakUa 0' MDt..... PuIlIic Pmled NotIfY SlgrtalUr. Seal: ~ ","1- ;,1 -1 Wl~~l c;:;,.. I.I"~. . 4;4:ti...._.a__\,.... '\ '-- ...... .... ~!!i.iiJiiiii"j....." . ;. '.,"', '';' .1 Uct U~ UC IU: loa I .~Cherer Development 727 848 4183; 72"1-~:::I1:I-4cll sep..02 13:08; Sent By: WALLER/MITCHELL; I I ,- I r I I I I I I I Ii I I I . I I ,.' I ,I" I --- "ICUM CClUNTY 'L"" OF'F .Ate.1lC 'l!l3~ PO ,.., .. " 1ilIIh1b1t: A '111.. NOI"l:.l, SJO. (ePot of lhe- fo) l_ill!! ....I:cr'h.d parcel lce:; .. 10 IDOl "Ll"i I~ rl1lll1inq llorlll "lid 60uth DB ltLQ tlestem boulttlllty of thP. Ilubjltet. pro~..rtl" heginning at It ,>oint l~ feet Nurt:h or t.he Soulbell"h boumlal'Y or the cont iql1oUf; ,'nrctll I The ,""Ill 11'(1 rll!'~t oC L11e> U.." ~~O leet, le.... the IlorU. 2(10 r..el: ond lll!ll'< I;h~ Uesl 111 f"Ct ul the South as (eet of lh~ liorlh ~,~ r.el t}."t"M.'{ I 1\15'0 tl.e ~Dtltb 15 feet of tl... )~OI'I.h !t10 feet Dr lhe ~o"t-h 1 J 2P reeL of the t;o"l 130 faot., ~Jl in t.he 611 !II of L"Po rn;; .. uC lOn",.;...... )', Tt"""lal,ir 29 FoOllLb, n..,,9C" l' J:."t,. in rJ.....U..B cuulltl', 1'10'""\1\, 1"",1' "."'I't..II' RI>I'" ll"i~.hl-ol-wal'. i\.160 ,Ie""'-;,I'r.ll Dr. ft>llowr.: Dogi', [ED.. tbe> Cf!ontllr of SIl~l:lnn 17, 1'awllshi" 2" !';nllt". RAnlle 16 F.al1lll. IIi...).1or. County. rlorid", ..,.., I'''' l:J,c...~ alol'" tin: n-5 eo..l"lll..~ oC t.he ..lel I'ltcl:.ion. ills.. I:/ar Eiqhl-Or-.."i" =nl.I'1in.. 0: lIallll'l:.on 1"'-4, II 00'''0'1)- l;, 10::::0.nO ."..t; Lhemce 11 811-.\i'OI- &. 2~..11(l f..Pl ta .. I'oillt il.1ORg tllv ......t.r)). rj"ln-ur-IoIOl}' 11"" ur Lh. .aid 1......._ Ro.i1 Inr .. ".0./\.; t1l1tftCC> rUII 010109 t.hl! 1141d r1vhl-t"'Mway Une. II On-20'1)" U. '~.Cl(l '..ell \..honell N n!/-,,~'n]' J:. )(I~.OO r"eta t:.h.nc. tl DO.ZO'))" N, 1:l.a furL: "J,..ne.. ~: lP.'.:;7'26,~'- t:. 1{l.01l fetl't., t.1lCl'nr.t''' OU-20'IJ" Ii, Sr..PO It'~t: ,..'moe !' (1""57'2(..,,- 1':, on.(l1l rll,"l, \II.n"<I S (\0.2n'))- 1':, !>30.01 r..at: thene.. n 1'!'.!J.'.Z....,- w. 1(I(l.nl\ r..L; LhollC" .. 00'20'))' \':, -&1l..0S, feN:; l.hl1llce S If!P4f.'n)- Ie, 1115.1l0 f...t to U.~ I'.o.n., lells "J.l~CF.1. -0., h~in... UII. I,...... In 't,,'I. uf toile ~out.h IJa.h~. feoL of lhe Above ~~scrjbed trilet. JIOO The "orth JO(l' or the Sou~h 1,021.1' of ll.. w..t 130' or Uh! swa:" .., tb.'"r."'1 oC Sopc:t.lon 17, Tu....s..." :1.9 S"Ull., Ran.,"! Il. r."nl., 1'...,,11,'" c......l.y. P 1... \<1... 11.... "".",,,.. ......11 "I... s.'" t~."t 31... ,a."e"II.." All ...11".....' helfi", f..o. t '.e C",.tt.Ol' of r.v.:I. i.,.. 1"', \'~w"III.i,. 2,. :;U""." ".....,.. aG .:....", rin.l1.. C"Ullt~, rl01"..I,,, "",) ~'Ih tile""" .1oll'J the 11-5 "e"~"E'line of tile ..ld S-.t:lioll. ..a.o It.... It/w cent,,!:1 ille 01 ....."t.DII !load, U 00.20' U. ... 1,02\1.1)0': lhe..".. II 119"".'01- E, to. .. poi..~ ..10"9 t.h. .....t.rly n/w Ii... oC t.... _tet ""...,t.Oll "_d lor _ ,.I).D,1 th.""., run " B!.....~'Ol. G. 10S.00': thfillCI! S OO"lO'1J- t. ,)110.00': then,," S 8V"46'u1" w. lor-. 110 , to tM hid .B.~...l, R/N Ii"" 01 "..pton Roatl, t hone" , aJon9 tile nlll 111111 line, II 00' 20 '13" ", .300.00' ~o the ".0. n. lae PAII:F.L "^". beu.., U.o South 15' or the ~ de&crlbed uac~. J..ellS ...... &llalpt: A imp or 1_ belnJ 11M Well ID.1lO re'l af ahal .rlala pruped, dl:Snihcd in OIllcial Racolds noW 5846. 011 pa~ 21ZZ ud SI32, OD pap 213' or die PaltUc MecunJs of PlaelIlIS C-1D1, Floridt. I)tJDc wirJde .. Norlllutt '/4 of Sccaioll 171 'l'uwJubip 29 South, RUlel! 16 Imst IIIld blllal .ore ,..-daduly dllRkd IS loUolll: c......_ at lb. Soa,...t cam~r of ..... Jllvnllcal l/tf Dl Wd ScalDD I'; dleaa: NIXJ-I9'ZI"W. ... aile Wmlllle .,r \Q Nolu-at 1/4 or ..ill IecUan 1'7. for 13S.00 reel; IbeDI:e. NMNS".n, far 20.00 fee' to tbc POINT OF JaBaIHNlNO: clleaco NOO'lJ'2~. IUotI& · lile 20.00 lee, ..1 .. ad pllIIIIellO tile Watli.. Df lIIe Nonbnat lite or sli. Seai\lll. 11. far 215. Icct; lIMnIce Nlf'46'S3"E, far 5.llO 'ee'; UJeDee NOIl"I~, lieu. , u.o 2S.oe '''1 lilt at .... puaIIcl III .... WcIl H.. of lIJ8 ManIIeut 1~ of IlIId SCcaioll 17, fur J5.00 lect: ..... NIP"4t'5nl, ror 5.00 lee,. aa.c. SW1t'21"l, "OII~ alWe 30.00 [eel EIII or uti JIll...., 18 1f0RSald West Uae. for 31lO.OO ("'. .'111 SU'4S't1l"W. 10l 10.GO reel to ttlt POINT OF B!OJNNING : . '...:~.',d.;~. '!'. p.14 Page 12/12 - l I.. I I I I APPENDIX C I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I . . . . ItlDARsE & RSS.OCIRTES, INC. July19,Z 2002 N&A Project No. T02-G-118 Geotechnical, Environmental Geotechnics & Materials Engineering Brandon Realty Ventures, Inc. c/o Mr. Rick Tommell, E.!. Avid Engineering, Inc. 2300 Curlew Road, Suite 100 Palm Harbor, Florida 34683 Report of Geotechnical Exploration Proposed Hooters Corporate Headquarters Pinellas County, Florida Dear Mr. Tommell: Nodarse & Associates, Inc. (N&A) is pleased to present this report of our geotechnical exploration for the above-referenced project. This exploration was authorized. by your acceptance of our proposal on June 19, 2002. The purposes of this study were to explore subsurface conditions at the site and to use the data obtained to develop engineering recommendations to guide site preparation and the design of foundations, pavements and stormwater retention facilities. This report describes our exploration procedures, exhibits the data obtained, and presents our conclusions and recommendations. SUMMARY In summary, the results of this exploration indicate that the site is suitable for support of the proposed Hooters Corporate Headquarters structure on conventional shallow spread footings. Routine site preparation (including clearing, stripping, and proofrolling) will be required to provide adequate support for foundations and pavements. PROJECT INFORMATION We understand the project consists of the construction of two 2-story office buildings to be located behind the original Hooters restaurant on the east side of Hampton Road, just north of Gulf to Bay Boulevard in Pinellas County, Florida. Paved parking and drives will surround the two structures and a stormwater pond will be located between the buildings. We also understand that an underground stormwater storage structure is proposed for the parking and drive areas, east of the proposed buildings. We have assumed that maximum column and wall loads will be no more than 75 kips and 3 kips per linear foot, respectively. We have also assumed that no more than 2 feet offill will be required to achieve finished grades. 3514 ARCH STREET. TAMPA, flORIDA 33607 . (813\ 879.5501 . FAX 181l\ R7M7nl . ..m.il' nndm.tmnnd.... rom I I I I I I I I I I I, I I I I I I I I . . Hooters Corporate Headquarters N&A Project No. T02-G-118 Page 2 SUBSURFACE EXPLORATION . Our exploration consisted of performing four Standard Penetration Test (SPT) borings to depths of 15 feet within the proposed structure areas. We also performed 13 hand auger borings to 5 feet for the proposed pavement areas. For the proposed pond, we performed one machine auger boring to 15 feet and one Double Ring Inflltrometer (DRI) test. The field testing locations were determined by referencing from existing site features and are shown on the Location Plan in the Appendix. Standard Penetration Tests (8PT) were performed continuously in the SPT borings to a depth of 10 feet and at 5-foot depth intervals thereafter. Each sample was removed from the sampler in the field and was examined, packaged and sealed for transportation to our laboratory for further examination and visual classification. Groundwater levels were measured in the boreholes at the time of our field exploration. The hand auger boring procedure consisted of manually turning a 3-inch diameter, 6-inch long sampler into the soil until it was full. The sampler was then retrieved and the soils in the sampler were visually examined and classified. The procedure was repeated until the desired termination depth was achieved. Samples of representative strata were obtained for further visual examination and classification in our laboratory. The machine auger borings were performed by hydraulically turning a 4-inch diameter continuous flight auger into the ground in 5-foot increments. Additional flights were added until the desired termination depth was achieved. The auger was then extracted without further rotation and representative soil samples were retrieved from the auger. Samples were visually classified in the field and were then bagged and returned to our soils laboratory for further classification and testing. The Double Ring Infiltrometer (DRl) test procedure consisted of installing a 12-inch diameter steel ring and a 24-inch diameter steel ring concentrically into the ground to the desired test depth. Water was then added to a desired head level in both casings and held constant. The amount of water added to the inner casing vs. time was then recorded. This procedure was repeated every 15 minutes for a total of 4 hours or until a stabilized infiltration rate was achieved. The DRI test was performed in accordance withASTM D- 3385-94. I I I I I I I I I I I I I I I I I I I . . Hooters Corporate Headquarters N&A Project No. T02-G-118 Page 3 GENERAL SUBSURFACE CONDITIONS Subsurface conditions encountered in the borings are shown on the Test Boring Records in the Appendix. Descriptions of the soils encountered in the borings are accompanied by the Unified Soil Classification symbol (SP, SC, etc.) based on visual examination. Stratification boundaries between soil types should be considered approximate as the actual transition between soil types may be gradual. In general, the borings in the proposed structure area encountered fme sand from the ground surface to depths of 8 feet, clayey fine sand from 8 feet to 13 feet, and clay from 13 feet to the various termination depths. The relative density of the soils encountered was typically loose to medium dense with Standard Penetration Resistance values (N-values) ranging from 1 to 23 blows per foot. The average N-value in the upper 15 to 20 feet explored was approximately 10 blows per foot. The machine auger boriD.g, performed in the proposed pond area, encountered fme sand from the ground surface to a depth of 7 feet, clayey fme sand from 7 feet to 11 feet, and clay from 11 feet to the termination depth of 15 feet. The hand auger borings, performed in the proposed pavement areas, encountered fine sands with some trace roots to depths of 5 feet. The DR! test was performed at a depth of 1 Y2 feet and for approximately three hours, at which time a stabilized infiltration rate of 14.1 inches per hour was achieved. The groundwater level was encountered in our borings at depths ranging from 5 to 6 Y2 feet below existing site grades in the proposed building and pond areas. The groundwater was not encountered to 5 feet on a majority of the proposed parking areas; however, on the southern portion of the site, at a lower elevation, the groundwater was encountered at depths of2 Y2 to 3 Y2 feet. According to the Pinellas County Soil Survey, the soils on this site and the surrounding area belong to the Myakka series, which are described as having a seasonal high groundwater depth of one foot or less below grade. Based, on the results of our exploration, and stratigraphy observed, and the existing drainage features in the vicinity of the site, we estimate the seasonal high groundwater level to be approximately 2 to 3 feet below existing grade in the proposed pond area. I I I I I I I I I I I I I I I I I I I . . Hooters Corporate Headquarters N&A Project No. T02-G-118 Page 4 CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based on the project characteristics previously described, the data obtained in om field exploration and om experience with similar subsurface conditions and construction types. If final building locations, grades or foundation loads are significantly different from those previously described, or if subsurface conditions different from those disclosed by the borings are encountered during construction, we should be notified immediately so that we might review the following recommendations in light of such changes. Foundation Design: Once the existing subgrade and/or new fill soils in the proposed structure area have been prepared in accordance with the following recommendations, the proposed building can be constructed on a system of conventional shallow spread or strip footings bearing at minimum depths below the finished floor elevations. Footings which bear in densified existing soils or in new structural fill may be designed based on a maximum allowable bearing pressure of2,500 pounds per square foot. Minimum footing dimensions of 18 inches should be used even though the maximum allowable bearing pressmes may not be fully developed in all cases. Footings should bear at least 16 inches below finished exterior grades. Footing subgrade soils should be approved by the Geotechnical Engineer prior to placement of concrete and steel. As a minimum, the footing sub grade soils should be compacted to a density of at least 95% of the soils modified Proctor maximum dry density for a depth of 12 inches. General Site Preparation: The initial step in routine site preparation should be the complete removal of all topsoil, trees, major root systems and other deleterious materials, including any existing structures of utilities, from beneath and to 5..feet beyond proposed structure and pavement areas. Based on the boring results, average stripping thicknesses are expected to be about 12 inches at this site. After this initial stripping process, the entire site should be inspected by a Geotechnical Engineer. At that time, the site should be proofrolled using a large vibratory roller (Dynapac CA-25 or equivalent). . Proofrolling of the structure areas should consist of at least five (5) overlapping passes in each of two perpendicular directions and should be observed by a Geotechnical Engineer. The purposes of the proofrolling are to detect any areas where unsuitable soils are present as well as to densify the near-surface loose soils for support of shallow foundations. Materials which yield excessively during the proofrolling should be undercut and replaced with well-compacted structural fill. The Geotechnical Engineer, based on his observations, can recommend the nature and extent of any remedial work. Based on om exploration, no major remedial work is anticipated at this site. Proofrolling of the structure and pavement areas should continue for the required number of passes and until the . soil at a depth of 12 inches below the compaction surface. has attained a minimum of 95% I I I I I I I I I I I I I I I I I I I . . Hooters Corporate Headquarters N&A Project No. T02-G-118 Page 5 of the soil IS modified Proctor maximum dry density as determined by ASTM Specification D-1557. In-place density tests should be performed by an experienced geotechnical engineering technician working under the direction of a registered Geotechnical Engineer to verify the required degree of compaction. A test frequency of one test per 2,500 square feet of structural area proofrolled and one test per 5,000 square feet of pavement area proofrolled is recommended. Fill Placement: After the site has been proofrolled and accepted by the Geotechnical Engineer, any fill required to bring the site to [mal grade may be placed and properly compacted. All fill should be inorganic, non-plastic, granular soil (clean sands). The fill should be placed in level lifts not to exceed 12 inches loose thickness. The fill should be compacted to a minimum of 95% of the soil's modified Proctor maximum dry denSity as determined by ASTM Specification D-1557. In-place density tests should be performed on each lift by an experienced engineering technician workingounderthe direction of a registered Geotechnical Engineer to verify that the recommended 0 degree of compaction has been achieved. We suggest a minimum testing frequency of one test per lift per 2,500 square feet of area within structural limits and for every 5,000 square feet of area in proposed pavement areas. This fill should extend a minimum of 5 feet beyond building lines to prevent possible erosion or undermining of footing bearing soils. Further, fill slopes should not exceed 2 horizontal to 1 vertical. All fill placed in utility line trenches and adjacent to footings beneath slabs on grade should also be properly placed and compacted to the specifications stated above. However, in these restricted working areas, compaction should be accomplished with lightweight, hand-guided compaction equipment and lift thicknesses should be limited to a maximum of 4 inches loose thickness. Pavement: With site preparation completed as recommended, an asphaltic concrete/limerock base pavement may be utilized for the project. The pavement should be designed based on the anticipated traffic loads and design life. As a minimum, the following pavement section is recommended. FDOT Type S-1 or S-ill High traffic areas: 2 Low traffic areas: 1-112 Minimum of: 93% of the Marshall maximum density I I I I I I I I I I I I I I I I I I I . . Hooters COIporate Headquarters N&A Project No. T02-G-118 Page 6 FDOT Limerock High traffic areas: 8 Low traffic areas: 6 Minimum of: 98% of the max. dry density determined by FM T-515 100 LBR determined by FM T-515 FDOT Type liB" Stabilization High traffic areas: 12 Low traffic areas: 12 Minimum of: 95% of the max. dry density determined by FM T-515 40 LBR determined by FM T -515 CLOSURE N&A appreciates the opportunity to be of service to you on this project. If you should have any questions concerning the contents of this report, or if we may be of further assistance, please do not hesitate to contact us. Sincerely, NODARSE & ASSOCIATES, INC. ~P.~ Sharyn P. Hauser, E.I. Geotechnical Engineer ~~ ~.....,-- John C. Phillips, P.E. Tampa Branch Manager Florida Registration No. 47586 Distribution: 3 - Addressee Appendix: Location Plan Key to Symbols Test Boring Records JEP\JCP:cac:F:\GE01ECH\2002\T02G-118.Hooters\Rcportl.wpd I^^ 1'- . 1,- I I- I I I I I I I. 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Oz 0 0 0 zO:: z Z zl- 00 0 0 0U1 t=CD ~ ~ _w 0 1-1- <I- 0<( Z uU1 u u uz w Ow 0 0 00 -II- -1<.:> -l<.:> -1- (9 !;{ w wz wZ wZ wo::: .....J !;{Q !;{o:: !;{o:: !;{I- ~!;{ :::2;0 :::2;0 :::2;~ _CD _CD _ u.. x 0::: x x XZ 01- 00::: 00::: 0- O:::W o:::w o:::w 0:::<.:> ClZ Cl<.:l Cl<.:l ClZ ClW Cl=> Cl=> Cl- <Cl << << <0::: + + + @ - worz:o,-zooz 'slInr - -- II Symbol Strata III' [!j]J ;-::t:/' ;..:;.:;.. Y,;.i':J.: II. ~ I~ Ii BJj I lii:~L: . ~:f! i':'; . Description symbols Poorly graded sand Poorly graded sand with clay Clayey sand Low plasticity clay Poorly graded sand with silt Misc. Symbols ~ Water table during drilling KEY TO SYMBOL. I DEscroAN DEPTH (FT.) I 0 Very loose brown fine SAND (SP) 0 . .... . .... . .... 2 I.... Loose brown fine SAND with trace wood fragments .... I. ".... . .... (SP) ...... 4 . .... Medium dense brown fine SAND (SP) 5 6 Medium dense brown slightly clayey fine SAND (SP-SC) 8 Medium dense light brown clayey fine SAND (SC) I I I I I 13 Firm light green sandy CLAY (CL) 15 Boring terminated I I I I I I I I I . PE~TION-BLOWS~OOT 10 20 30 40 60 80 2 5 16 ~ 10 . . . . - - - - 22 18 7 I REMARKS: Groundwater encountered at 6.5 feet. 15 20 25 30 35 40 I BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 TB-l 6/28/02 T02-G-118 Hooters Corporate Headquarters I SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE I DESC~N DEPI'H (FI' .) I o Loose to medium dense brown fine SAND (SP) I I 6 Loose brown slightly clayey fme SAND (SP) I 8 Medium dense light brown clayey fme SAND (SC) I I 13 Firm light green sandy CLAY (CL) 15 Boring terminated I I I I I I I I I I REMARKS: Groundwater encountered at 6.5 feet. I I SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . .... ...... .... " 0.... . .... . .... . .... ...... ...... .... "' I.... . .0.0 ...... ...... . .... . .... ...... r~i':~. ".~/:;. i':i:/' :-:.r:} . P~TION - BLOWS/FOOT o 10 20 30 40 60 80 5 . . . . .- - 8 3 8 15 ~ 8 10 20 15 20 25 30 35 BORlNG NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 10Ft TB-2 6/28/02 T02-G-118 Hooters Corporate Headquarters I I DESCro&N DEPTH (FT.) o Loose to medium dense brown fine SAND (SP) I I 6 Loose brown slightly silty fine SAND (SP-SM) I 8 Loose brown slightly clayey fine SAND (SP-SC) I I 13 Loose green clayey fine SAND (SC) 15 Boring terminated I I I I I I I I I I REMARKS: Groundwater encountered at 5.5 feet. I I SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . .... ...... .... .. 0.... . .... .... .. ".1." . .... ...... .... "' ...... ...... .... "' ".... ....11 W:I:" :,,:r J H3~I~I: ;{;~ ",./.", r:,;/:' :'-;.1';.1 '):;t:;-: i:;-:,l' ',:iii, ~:~:A y-:;-:,1' ",:;.:;, r:,;I.' v~ V.~/~ ~~..7.:: . PEATION - BLOWSIFOOT o 10 20 30 40 60 80 20 ." . . . - - 9 3 13 5 ~ 15 9 10 10 15 25 30 35 40 TB-3 6/28/02 T02-G-118 Hooters Corporate Headquarters I DESCm&N DEPTH (FT.) I o Loose to medium dense brown fme SAND with trace roots (SP) I I 6 Loose brown slightly siltly fme SAND (SP-SM) I 8 Medium dense brown slightly clayey fine SAND (SP-SC) I I 13 Very loose light brown clayey fine SAND (SC) I 18 Firm tan cemented CLAY with limestone fragments (CL) I 20 Boring terminated I I I I ,I I il I REMARKS: Groundwater encountered at 5 feet. I I SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE "0_0' . ...- ...1.. ...... .... "' 1...1 1...1. .... "' "..... ...... .... I. "..... ...... .... .. n;,:"!' :n:rJ ~B~'::': . pATION - BLOWS/FOOT o 10 60 80 20 30 40 15 . . . . - - - - - 7 4 23 5 ~ 15 8 10 12 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 TB-4 6/28/02 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEscroAN DEPTH (FT.) o Brown fine SAND (SP) 7 Light gray clayey fine SAND (SC) 11 Green sandy CLAY (CL) 15 B. . led onng tcrmma REMARKS: Groundwater encountered at 6 feet. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PE~TION - BLOWSIFOOT o 10 20 30 40 60 80 . .... . .... ...... . .... . .... . .... ...... . .... . .0,0 . .... . ."." 5 ~ 10 . 15 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE10F1 AB-l 6/28/02 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEscroAN DEPTH (FT.) Brown fine SAND with trace roots (SP) . ...0 . ,.., ...... . .... Light brown fine SAND (SP) . .... . .... ...'" .,.... . .... Dark brown fine SAND (SP) ...... . ...1 . .,., Boring terminated o 2 4 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PEATlON - BLOWS/FOOT o 10 20 30 40 60 80 5 10 15 20 25 30 . 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE10F1 HA-l 7/2/02 T02-G-118 Hooters Corporate Headquarters I I I I I I , I I I I I I I i I I I I I I I DESCro&N DEPTH (FT.) Brown fine SAND with trace roots (SP) .... "' ".... I.... Light brown fme SAND (SP) .... .. ".... . .... ...... .... "' ".... . .1.1 ...... .... .. Brown fine SAND with trace roots (SP) ['::::.:: Brown fine SAND (SP) ~ J Boring terminated o 1 4 4.5 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANA nON OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PE~TION - BLOWSIFOOT o 10 20 30 40 60 80 5 10 15 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-2 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DESCroaN DEPTH (FT.) Brown fine SAND with trace roots (SP) . .... Light brown fine SAND (SP) . .1." . .... Brown fine SAND with trace roots (SP) . .... . .'"." Light brown fine SAND (SP) . .... ...... Boring tenninated o 1 2.5 3.5 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PE~TION - BLOWS/FOOT o 5 10 15 20 25 30 35 ~~!~;~~~111If\!11111111.1111::~;:;~:i;."';:II!ljllllll1~!llllI1i1111!111!!lilllllllll!llIlil BORING NUMBER DATE DRll..LED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-3 7/2/2 T02-G-1l8 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DESCmAN DEPI'H (FT.) Brown fine SAND with trace roolS (SP) .... .. 0.... . .... Light brown fine SAND with trace roolS (SP) .... .. 0..." I.... Brown fine SAND with trace roolS (SP) .... .. 0.... Light brown fine SAND (SP) .... .. 0.... . 00.0 ...... I..... . ..... Boring terminated o 1 2 3 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . pATION - BLOWS/FOOT o 10 20 30 40 60 80 . 5 10 15 20 25 30 35 BORING NUMBER DATE DRaLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-4 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEScn.&N DEPTH (FT.) Brown fine SAND with trace roots (SP) .. .... .. .... .... .. 0.... 0.... Brown fine SAND (SP) .... .. .. .... .. .... ...... . .... Light brown fme SAND (SP) ...... .... I. . .... .. .... Boring terminated o 2 4 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . pATION - BLOWS/FOOT o 60 80 5 10 15 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGEIOFl HA-5 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEscAN DEPTH (FT.) Brown fine SAND with trace roots (SP) . .... 0.... ...... . .... . .... Light brown fme SAND (SP) . .... . .... . .... . .... ...... Boring terminated o 2 5 REMARKS: Groundwater was encountered at 3 feet. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENE~TION - BLOWS/FOOT o ~ 5 10 15 20 25 30 35 40 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-6 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEscAN DEPI'H (FT.) Brown fine SAND with trace roots (SP) .... .. 0.... . .... Light brown fme SAND (SP) . .... . .... .... . .... .. 0.... Brown fine SAND (SP) . .... ...... .... .. 0.... . .... ...... .... .. Boring terminated o 1 2.5 5 REMARKS: Groundwater was encountered at 3.5 feet. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENEa.TION - BLOWSIFOOT o 10 20 30 40 60 80 ~ 5 10 15 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-7 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DES CAN DEPTH (FT.) Brown fme SAND with trace roOIS (SP) . .... . .... ...... .... "' ".... . .... Light brown fine SAND (SP) . .... . .... ...... Brown fine SAND (SP) . .... ...... Boring terminated o 2 3.5 5 REMARKS: Groundwater was encountered at 2.5 feet. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . nATION - BLOWS/FOOT o ~ 5 10 15 20 25 30 35 40 BORING NUMBER DATE DRlLLED PROJECT NUMBER PROJECT PAGE 10Ft HA-8 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I II I I I I I I I I I I I I I DEscA DEPI'H (FT.) Brown fine SAND with trace roots (SP) . .... . .... ...... ...... .... .. Light brown fine SAND (SP) , .. , ,. Dark brown fine SAND (SP) '" Light brown fine SAND (SP) ..0. '" .. t.. o' 0.0 . Boring terminated o 1.5 3 5 REMARKS: Groundwater was encountered at 3 feet. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . pATlON - BLOWSIFOOT o 10 20 30 40 60 80 ~ 5 10 15 20 . 25 30 35 ::::::~mllll..lllli~:::::.'.. BORING NUMBER DATE DRll..LED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-9. 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DESCroaN DEPTH (FT.) Brown fme SAND with trace roots (SP) ...... .... I. I.... . .... Brown fine SAND (SP) ...... : .~:::. ...... .... " 0.... . .... ...... ...... . .... . I"'" Oramdsh-brown fine SAND (SP) ::..:.:.:.::.' Boring terminated o 1 4.5 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PEATION - BLOWSIFOOT o 5 10 15 20 25 30 35 BORING NUMBER DATE DRll..LED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-lO 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DESC~' DEPI'H (FT.) Brown fme SAND with trace roolS (SP) , .. , " Light brown fine SAND (SP) , .. . .. , .. Brown fme SAND (SP) , " '" Boring temlinated o 1 3 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PEATION - BLOWS/FOOT o 5 10 15 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OFl HA-ll 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I II I 'I I I I I I I I I I I I I DEscAN DEPI'H (FT.) Brown fine SAND with trace roots (SP) . .... . .... .... .. Light brown fme SAND with trace roots (SP) . .... . .... ....... ...... .... .. Brown fme SAND (SP) . .... ...... Boring terminated o 1.5 3 5 REMARKS: Groundwater was not encountered. . PENEa.TION - BLOWSIFOOT o 10 20 30 40 60 80 5 10 15 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGEI0Fl HA-12 7/2/2 T02-G-118 Hooters Corporate Headquarters SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE I I I I I I I I I I I I I I I I I I I DEYfH (FT.) - ~ DEscd . PENEaTION - BLOWSIFOOT Brown fine SAND with trace roots (SP) . .... . .... Light brown fine SAND (SP) . .... . .... ...... . .... . .... Dark brown fine SAND (SP) .... "' 0,,,,0 Light brown fine SAND (SP) . .... Brown fme SAND (SP) ~ Boring teIIIlinated o 20 30 40 60 80 o 1 3 4 4.5 5 5 10 15 20 25 30 35 REMARKS: Groundwater was not encountered. BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-13 7/2/2 T02-G-118 Hooters Corporate Headquarters SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . -::s 0....,-/ S~\, kn; I cc:. A-,(,d bVl,5 tneey-j(}j IrK. tJ.30b Cur leu..) f2d f-6.\m H-o..r6or, r::L 3L/-Co'f(3 rJ e i l k..e"t .-Per Br~on ~~rb V€.-vJ.~ nc.. [3575 L;;~~ ~. AJ. ~J:e llfCj Clecwu)cU-e r) r::L 337 Ssr BROWN ASSOC LTD II KENNEDY ASSOC LTD II C/o ISL IN THE SUN MGMT OFC 1001 STARI<EY RD 3377 J I (~r-?r..;n FI GABRIEL, ROBERT G GABRIEL, MARGARET A 7 HA~1PTON RD cU:~;r(WATER FL. ~:-\~7.t.;9 ;')'';'1 () LIMITED PROPERTIES INC PO BOX 4946 CLEf~RI^,{-n"ER F'L 33758 4946 PARKINSON, MICHAEL C PARKINSON, CONNIE C ~317 DAV I D (-~V[ CLE(iF?I/\IATEr~ FL .7,371:)9 <-!OOf, CLEAR',oIJATE P 0 Be' ~748 CL .. . ,1,oIJATER FL. 33758 4748 OF CLANT INC PO Bf)>< 916464 I_ONGWOOD FL ;~; 2 7' 9.1 I~S (~~. I~. d~. . fLD a000./0031 CfJB /2-/7-04 7/ C:OJ e, ~F) (:"ILL.EN, C{-~ROL D 1 H~;MPTm..J, RD Cl_EAR~\I~~TEF~ F'L. 33759 :3;9J.0 /' HAMPTON ROAD DEV CORP 26133 US HIGHWAY 19 N STE 10 CU:(.'II~I,oIh~lTR FL 3:57 (,:?S ~2().19 COF~P 1<) N STE 10 CLE 3:3"763 ~:Olt9 CROSBY, LAWRENCE 13 CROSBY, ELIZABETH E ~521 DAV I 0 AVE CL.[AF~v')i-~TEr< F::L ;)3759 4006. ABSOLUTE PROPERTY HOLDINGS 4210 W SPRUCE ST ~ 202 Tf.1MPA FL :33607 CALIFORNIA STATE TEACHERS RETIREMENT SYSTEM 250 AUSTRALIAN AVE S ~ 400 I/.)E:~:)T PALr"j I3E{)CH FL. 334-01 _ 601 a- :z:::z:..a.() 1 t:,()"? . . PROPERTIES INe 6 FL CORP 1.9 N ~3TE 1. CORP 19 N STE 10 CL.E?\r-<J,I.!(.~ TER " PO E30X .. -, . g CL.[:(~:~ \(.. TEF<~ FL_ OF CLE :53763 ERTIES INC CLr~(~RI^,(.':jTE:R " P 0 DO"" . /48 CLF' ,~\!I~ 'fER F'L 33758 4946 33758 4/48 RACETRAC PETROLEUM INC C/O SAVAGE. SAVAGE & BROWN PO E30>< 22845 Of<'L(~HO~1() CITY Of<. 73123 _ / gl.f5 7-:(1 '/-:( 1 q.1 ~:. GLEN ELLEN MOBILE HOME PARK C/O DIVERSIFIED INVESTMENTS ATTN: MOREAU. PHILIP S 434n FAsT WEST H~Y STF ?n~ FI;;T~Ir-"";n;;' 1'1n .... ;;103 i'f - 'i...jt.ic.. -1' .... COSTA" DOROTHV L 1401 OAK HAVEN DR SAFETY HARBOR FL INNAMORATO" TIMOTHY J INNAMORATO" KATHRYN M 204 ELIZABETH AVE CL_E(.~RI'^!tlTEF,~ PL 3375~ 3 (~l6, ~'iJ !:) BRIDGES" JEANNE C TRE 614 SUGtlR MILL RD TARPON SPRINGS FL TFIE: 3li ..e:.", ~3 ~;) ~5 19 3 ~1 ~3 tj. 1,:> ~3 f.~;, :5 ':;. ::5 (3 MC CUTCHEON" MtlRV E MC CUTCHEON" BRIAN H 10257 RUSH FORK RD Ct.. YDE NC Th~E TF<[ YOUNGBLOOD" JAMES H 201 ELIZABETH tlVE S CLEM<I.^J(C\ TE:R Fl "?$:~7?'1 d,'g7:aJ :::;;3759 4008 ~1AAS" THOMAS t'1(~AS , BARBAr~A 5016 WEST SHORE DR ~',IEv,! pF-n RCHY FL 31f~5~ -36If~ DIONDI" .JOE A 2.16 EL. I ZAf3ETH CLEAR(i.,II!~TEF~ PL 33759 4007 (.':j\/E: S 7<.dI...r;':;> ~(')d";:' ~3f(IPPER" P(.':jUL ,J ~3f<' I PPEF-<" L V'NN L PO E30X 67.128 ST PETE BE(.~CH FL 337?:k,-7/dg' 7, .1;:', h, ? :~:. () Ll ';, ~1:; ~; -, :'::1:; l:, 7 1 ':; :~-::~ WILLIAMSON" ERICKA 317 ELIZABETH AVE CLEAr-<I,I,!ATER FL :::;~37 59 4010 .JOHt...J,~)ON" RENEE C 21'96 1,~.TH (~VE SI",,1 L(~RGO F'I~ Tr-.~E 3::5770 ,g.15,~':, WASILEWSKI" NANCY WASILEWSKI" JEFFERY r 321 ELIZAf3ETH AVE CLE~':jR,,^!ATER FL. 33754- LfDlb JOHNSON" RENEE TRE 2196 16'Tf..1 ~':j'v'E S\I.,I L.I()RGO FL. ~53TlO 4756 ?'::",;,('7t:::.Q /.1()1 {~, AL TIC. FWNALD BYRD" DEBORAH 380 ELIZABETH CU.:{'H'<W~':j TEF~ FL L D f.)\/E S :~~:. :-:;:~ "7 r:;, q (1 () () (:) 3375Cj - 4001 WASILEWSKI" NANCY M 385 ELIZABETH AVE S CLE(.~r~I,'\)(-~TER r:'L 33'759 40.10 uj . . BARNHIll, DEBORA PERF~Y. DAVID 391 ELIZABETH AVE S CLE(~RI"'{HEF~ Fl 3375Q-4-DIO ,JOHNSON" RENEE TF<~UST 4""12""81 :;:::196 16TI1 AVE SI,I\I L.('iRG() FL TRE "::1.': ~:=( )~ ~~ 10 ~1 ()"1 I....~ '?~ "Z ~] '"")'" () A. ~7 c".. ,c.~ 3377Cr Y-7S-'" WOZNIAK FAMILY PTNSHP 2898 AVON CT Pf~LM Hf-1RBOR FL 34684 4701 U S TIERr~f-l INC 4911 CREEKSIDE DR STE C-l CU::M~I/,!{~TEf~ Fl ~5~5'7 ~S() 4(1;'(,:, HUDSON, SCOTT 17819 ST LUCIA ISLE DR TpiMFJ(-'i Fl 3:5647 2715 Me MULLEN" D GUY PF~OPEr-\T I ES I t....IC PO 00>< 9 j, CL.Er~r~\.'J{')TEF~ Fl ?;?)7~~, 7 nO')1 MC MULLEN, D GUY TRE 1990 MCMULLEN BOOTH RD CLEM~I,^!ATEr~ Fl :53759 BAYROCK ENERGY INC 1031 S CALDWELL ST STE 101 CHf-.jRUHTE NC KENNEDY FROST INV INC 101 E KENNEDY BLVD STE 3925 T(~lMPA F~L 28203 35.17 :3::;;602 5~H2 HAMPTON CENTER INC C/o ROSS REALTY 20505 US HWY 19 N STE 502 Cl-EAm....'ATER FL ~~~?;"1 ,<;4 PARK PLACE BLDG LTD C/O CLINTON INTERNATIONAL 3225 AVIATION AVE STE 700 COCONUT GROVE FL, 33133 .t.j.741 GLENBOROUGH FUND VIII C/o GlENBOROUGH REALTY TRUST 400 S EL CAMINO REAL Sf~t..,j M('iTE:O C{.) 944n?1704 KNAPMEYER" DONALD C 41:2) CLEVEL{-)ND ST CL.E{')f~\I,!(.jTER FL :337~::,5 4104 U S RESTAURANT PROP .12240 INWOOD RD STE 300 DALLPiS TX 75244 WOLLOWICK. HERBERT E WOLLOWICK" JANE B 104 DF~ I FT1,I,IOOD I...j"j L(lRGO F'-'L. :7~X~l7() '-':>It:.,,Cl1 STOWELL PROPERTIES 2873 THORNTON RD CLEM~Wf-HEf~ FL. ~337E'9 4049 PETE & SHORT'Y'" S CL[r~m.!?)TER It--!C 26133 US HIGHWAY 19 STE 100 CLE{:\P\h)A TE:R FL ~-';?,7f.,:C'; ?Cll "::' 19 STE 100 19 STE 100 ?: :';:;; 7 t...?~ ,,;:' (:1"1 t::. CIECHOWSKI" MARK J CIECHOWSKI" DEBORAH 324 DrWID AVE CLE('iRI/JATER FL :::1;~"'/ r::,q dO() r:; HAI~R IS, ,:MSON A TUMELSON" MISTY D 320 Dr-:W I 0 AVE C l_ E: r:) R \h! ('iT E R F~ L. ~:1:; ?~ "7 t~~ (;t ?~ I'::;) 1 () WARNE, CHRISTINE M 316 D?)VID {WE CLEf-jR\h!f-lTER FL 3::$759 4005 CURr,~Y" DON D :~;12 Dr>lv:r DAVE CL,E('iF~\h!r~TER FL. ::3::5759 400.5 ~. . . FRANK, GLORIA J' 308 DAVID AVE: CLE~~RIAlATER FL ;33759 4005 SYI._A" GEt'1B 3021 STATE ROAD 590 # 326 CL.EPiRI,^Jf~TER FL :3:5759 OPT I C~UEST I t~c 3950 Sf~YllmOD CT P(~I_t'1 H~,)F?BOR PL 3,g.685 1059 WILSON, CYNTHIA G 220 DAV I D ()\lE CL.E(:lRI,.I,I{)TER FL. :3:5759 400::) E:RV IN" FWBERT J Et/jERSON, M~NPi R 21t.> DAVID ~WE CLEf~r~I/JATfJ~ FL DE LOACH, VELMA J 2.12 D(~V I DAVE CLEAF:n'.JATEP FL AA7 t:,C) ~1n(1:z. 3'375'1- Lf 002'-:. ~3 ~$ 7 ~;I I~) EILER, TIMOTHY C EILEr~, KAREN A 208 DAVID f~VE CU:M<',..JPfTEF? FL 3?:::,759 - LfCC3 CFWM[P, EDI'1UND D 204 DA\iJ D I~VE CI_EAR\i.)(:YrEf~ FL :5:5759 4003 "";!.:.-::;::...."v r.::..o /1()()--:~ PREVETTE, LAWRENCE E JR 200 DAVID AVE CI_EARWATEP FL :53759 4003 LYNCH" BEL I f~DA M DOI/,IENS, HELt:::N L. 118 [)(WID FiVE CL.EM~~JATEr~ FL 337SCf- Lf60 i "7.~ '7?; -;f t; .:::. .-:'1 r) ("'I 1 CLEARWATER, C Y OF PO BOX CLEA. USA VETERANS Am1 PO E~OX .1437 ST PETERSBURG FL. :5373.1 PADGETT-WHITE, SHEILA I .1.1.1 Df~V I DAVE: CLE~~RIAlATEP FL :53759 4002 PREVETTE, LAWRENCE E PREVETTE, DONNIE J 115 DPiV I DAVE CLE{)r':;~\I.J(4TEr;~ FL. ~~ ,"Z. '7 r.::, f.'.;j /.1 () rl .-::> DIXON" 'AlILSON E D:r XON, 11/;RY F 201 DpIVID AVE CLEf~PI^J(.) TEr~ FL POSC I CH , ..:.ro(.-')N t1 205 DA\/I 0 riVE CLE(.'fR~,J(~ITER FL :537E,9 4004 ~;';X7 r;9 ,jnOd MC CANN, CATHERINE GUBITOSI, PHILIP 52).~j 59TH ST Br~OOKL YN NY 1 '1 ,,;:..., () 7< :::~~ ".:> '1 MYERS, SAMUEL F TRE MYERS, RUSSELL T TRE 213 D{)V I D {~VE CLE/;~F~I/J(~TEF< r=L ?~~~'7 r.:-~q ..1.()().d PEGO, f1ANUEL P PEGD. Cf~T(.)L:r NA :217 DAVID ~iVE CL.E{iPhl(~ITER Fl_ L/;~LJR(:l, L. Y1--J.NE A 221 Df'4VID {)\i[ Cl_[(iPI"',J(:lTE:::R FL ~;~ :-}~ ''';I t::;, (~ 4 CI () .:::1. 33759 PETTICREW, RICHARD W TRE PETTICREW, BEVERLEY J TRE PO BOX 1276 OLDSt'1AR FL Xd.(,TJ 177/., PACHECO" G{)SP~~I:~ P/;~CHECO, t"i(iNUEL.{) 313 DA\/ID {WE CLEf'4F<~I.^JI~TEF~ FL 3:->,7",9 f'IANN r NG, .JERF?Y :509 DAV I 0 f~VE CL.E~~RIAlA TEI~ FL ::5:37.59 (-l (.) 3:37 59 400('~, Case: FLD2002-10037 -. Hampton Road (formerly advertised as 7 Hampton Road) Owners: Neil Keifer and James Burns. Applicants: Neil Keifer/Brandon Realty Venture, Inc. and James Burns, President/Limited Properties Inc. Representative: Jayson Kmiec/Avid Engineering, Inc. Location: 3.06 acres including parcels A and B located on the east side of Hampton Road, approximately 300 feet north of Gulf to Bay Boulevard. Atlas Page: 291 B. Zoning: 0, Office District. Request: Parcel A (2.62 acres): Flexible Development approval to reduce the rear (east) setback from 20 feet to 10 feet (to dumpster enclosure), reduce the side (north and south) setbacks from 20 feet to 10 feet (to pavement) and reduce the front (west) setback along Hampton Road from 25 feet to 15 feet (to pavement), under the provisions of Section 2-1004. Parcel B (0.44 acre): Flexible Development approval to permit an off-street parking facility within the Office District with landscaping on the internal side of a wall and with lighting that automatically turns off after 9:00 p.m. (as required under the provisions of Section 2-1003.G) and a reduction in the side (south) setback from 10 feet to five feet, as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.8. Proposed Use: The application includes (Parcel A) a 30,000 square foot office building and (Parcel B) a 36-space off-street parking lot. Presenter: Mark T. Parry, Planner. ACTION: APPROVED -7:0 WITH CONDITIONS: 1) That the annexation and land Use Plan amendments be finalized prior to Certificate of Occupancy; 2) That a site plan be submitted to and approved by Staff, prior to the issuance of any permits, which shows all required sight triangles, an improved connection to the existing Hooter's Restaurant parking lot, a loading space and a note stating that all unused drive aprons will be removed; 3) That the final design of the buildings be consistent with the conceptual elevations submitted or as modified by the COB; 4) That all signage meet the requirements of Code and be designed according to a common theme including similar style, color, material and other characteristics to provide a sense of uniformity; 5) That a Tree Preservation Plan prepared by a Certified Arborist be submitted to and approved by Staff, prior to the issuance of any permits; 6) That all required tree permits be approved by Staff, prior to the issuance of any permits; 7) That all required Parks and Recreation Department fees be paid prior to the issuance of any building permits; and 8) That a lighting plan be submitted to and approved by Staff, prior to the issuance of any permits. . Level Two Application 5. 6. Case: ANX2002-10018 -1925 Ashland Drive Level Three Application Owner/Applicant: Janet Ergang. Location: 0.19-acre located on the south side of Ashland Drive, approximately 900 feet west of Hercules Avenue and 550 feet north of Union Street. Atlas Page: 242A. Request: a) Annexation of 0.19 acre to the City of Clearwater; b) Land Use Plan amendment from RL, Residential Low (County) to RL, Residential Low Classification (City of Clearwater); and c) Rezoning from R-3, Single Family Residential District (County) to LMDR, Low Medium Density Residential District (Clearwater). Proposed Use: Existing single-family dwelling. Presenter: Marc A. Mariano, Planner. ACTION: RECOMMENDED APPROVAL - 7:0 acdb1202 6 12/17/02 .".,.",,~, .'~~~lOF 'I!t;'*~ ~~!'....:...\ 1)'f".'I"'~#'~"~. .... ~.' .,.-#..,,~- ~..~ ~. I -~~.. ~'Q~\~'~-.!/wn~~ ~~. ~~~'L_\:_~.' .'5I:~ M _____ . ~ ....:;.~ ..'C.'-...'.".._. ~~ ......: ~ -..",,,,- ;:;;:.~ ':.?.A"""~--- - ,,~--:\ ....,:~IPJ;;,;,-;i..~~.'\ ...............,..., TER ,..' :;~"",,, . . CITY OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRnE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4865 PlANNING DEPARTMENT December 20, 2002 Mr. Jayson Kmiec Avid Engineering, Inc. 2300 Curlew Road Palm Harbor, FL 34683 RE: Development Order regarding case FLD2002-10037 at 107 Hampton Road Dear Mr. Kmiec: This letter constitutes a Development Order pursuant to Section 4-206 D.6 of the Community Development Code. On December 17, 2002, the Community Development Board (CDB) reviewed your application of the following: Parcel A (2.62 acres): Flexible Development approval to reduce the rear (east) setback from 20 feet to 10 feet (to dumpster enclosure), reduce the side (north and south) setbacks from 20 feet to 10 feet (to pavement) and reduce the front (west) setback along Hampton Road from 25 feet to 15 feet (to pavement), under the provisions of Section 2-1004. Parcel B (0.44 acres): Flexible Development approval to permit an off-street parking facility within the Office District with landscaping on the internal side of a wall and with lighting that automatically turns off after 9:00 p.m. (as required under the provisions of Section 2-1003.0) and a reduction in the side (south) setback from 10 feet to five feet, as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B. The application includes a 30,000 square foot office building, 30 feet in height, to be used as the Hooter's restaurant headquarters. The Community Development Board APPROVED the application with the following bases and conditions: Basis for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-1004.B. (Parcel B). 2. The proposal complies with the Flexible Development criteria as an Office per Section 2- 1004.F. (Parcel A). 3. The proposal is in compliance with other standards in the Code including the general applicability criteria per Section 3-913. 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. BRIAN J. AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, VICE MAYOR-COMMISSIONER Hoyr HAMILTON, COMMISSIONEH FHANK HIBIlAHO, COMMISSIONEH * BILL.lONSON, COMMISSIONEH "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" -------~ . . December 20, 2002 Kmiec - Page Three If you have any questions, please do not hesitate to call Mark Parry, Planner at 727.562.4558. Zoning information is available through the City's website at www.c1earwater-fl.com via the "Clearwater Parcel and Zoning" link and "Community Development Code" link (via the Planning Department site). v /J truly yours, ~.~. Cynthia H. Tarapani, AICP Planning Director CC: Neil Keifer, property owner S:\Planning Departmenf\C D B\FleXllnactive or Finished ApplicationsVlampton 07 Hooters Office - Approved\Hampton 07 DEVELOPMENT ORDER. doc ,,""'" ..,Q..~ ~LOF TNtj(.-. ,.~\ 1)~"",~~ "y~~- \:L..' I" ~.;, Y ,. ~~ ~;;;:.\....I I ~...";........~ ~C3~,,\J, , ;! ~~.. " ~~\'c 'i,' . !II "'~~"":'~'~~ .. . ""',",, ~.. ..~~, '"""" ~.. ...~~'w, I"~j\ -:"~T$;t;;;-';i"~, j~.\" ~##4'c'" TE~, ,,_. "III'" . . CITY OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FWRIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4865 PIA.!\INING DEPARTMENT December 20, 2002 Mr. Jayson Kmiec Avid Engineering, Inc. 2300 Curlew Road Palm Harbor, FL 34683 RE: Development Order regarding case FLD2002-10037 at 107 Hampton Road Dear Mr. Kmiec: This letter constitutes a Development Order pursuant to Section 4-206 D.6 of the Community Development Code. On December 17, 2002, the Community Development Board (CDB) reviewed your application of the following: Parcel A (2.62 acres): Flexible Development approval to reduce the rear (east) setback from 20 feet to 10 feet (to dumpster enclosure), reduce the side (north and south) setbacks from 20 feet to 10 feet (to pavement) and reduce the front (west) setback along Hampton Road from 25 feet to 15 feet (to pavement), under the provisions of Section 2-1004. Parcel B (0.44 acres): Flexible Development approval to permit an off-street parking facility within the Office District with landscaping on the internal side of a wall and with lighting that automatically turns off after 9:00 p.m. (as required under the provisions of Section 2-1003.G) and a reduction in the side (south) setback from 10 feet to five feet, as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B. The application includes a 30,000 square foot office building, 30 feet in height, to be used as the Hooter's restaurant headquarters. The Community Development Board APPROVED the application with the following bases and conditions: Basis for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-1004.B. (Parcel B). 2. The proposal complies with the Flexible Development criteria as an Office per Section 2- 1004.F. (Parcel A). 3. The proposal is in compliance with other standards in the Code including the general applicability criteria per Section 3-913. 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. BRIAN J. AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, VICE MAYOR-COMMISSIONER HoYf HAMILTON, COMMISSIONEH FHANK HlIlBAHD, COMMISSIONEH * BlI.I.JONSON, COMMISSIONER "EQUAl. EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" . . December 20, 2002 Kmiec - Page Two Conditions: 1. That the annexation and Land Use Plan amendments be finalized prior to Certificate of Occupancy; 2. That a site plan be submitted to and approved by Staff, prior to the issuance of any permits, which shows all required sight triangles, an improved connection to the existing Hooter's Restaurant parking lot, a loading space and a note stating that all unused drive aprons will be removed; 3. That the final design of the buildings be consistent with the conceptual elevations submitted or as modified by the CDB; 4. That all signage meet the requirements of Code and be designed according to a common theme including similar style, color, material and other characteristics to provide a sense of uniformity; 5. That a Tree Preservation Plan prepared by a Certified Arborist be submitted to and approved by Staff, prior to the issuance of any permits; 6. That all required tree permits be approved by Staff, prior to the issuance of any permits; 7. That all required Parks and Recreation Department fees be paid prior to the issuance of any building permits; and 8. That a lighting plan be submitted to and approved by Staff, prior to the issuance of any permits. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (December 17, 2003) and all required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Board may grant an extension of time for a period not to exceed one year and only within the original period of validity. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. In addition, please be aware that under the provisions of Section 4-502.B. an appeal of a Level Two approval (Flexible Development) may be initiated by the applicant or any person granted party status with regards to the property (which is the subject of the approval) within 14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on December 31, 2002. . . December 20, 2002 Kmiec - Page Three If you have any questions, please do not hesitate to call Mark Parry, Planner at 727.562.4558. Zoning information is available through the City's website at www.clearwater-fl.com via the "Clearwater Parcel and Zoning" link and "Community Development Code" link (via the Planning Department site). V/J ~rul; yours, ~.~. Cynthia H. Tarapani, AICP Planning Director CC: Neil Keifer, property owner S:\Planning DepanmenflC D B\FlelNnactive or Finished ApplicationsV/ampton 07 Hooters Office - ApprovedIHampton 07 DEVELOPMENT ORDER. doc ~~}~,~ t ~."' ~w ,:'~;\ "~ <'~:. \':"',,.(.,.:,'~.. ~''"_'''' '.:'~:~ ~t;'f.: ,'. _,,:' ~:.~>:~\'~,;;I':.",,:~!,~ ,r)...Jt~}:>,:~~;"i~:I.:"'~: '. ..J"",. "\ '~.'- J.-; ~.'~ ot";. .:';. ~ ~ 'J'~F,-~ .-'-,' .,' +... - . t..r. - I"',\t '1',1,',~,":~':~J' ~.' ~,~ ,,':;:~'".~'; -. ~<'. _. _.: ,,~ ." .;~ .~~.l "; 41' . ~~.. . t~ .... } ~~:. ).} ~.~, \ \,:. l '\ ,~i,~,.,'~~:.:.?,' ,. ,)t~:.! f::;:i';~~~(i, " l,," . .. l >(j~~~~, .:~':2: . ~,,~ ..~j:i: . . !.~ t ~~ "I. - n ~ ;: Hl1... ~"$ -:'>''!~:~ ._-,\~ ,", .: I.'" "h '.~:l', ,.L",:. 'fi.. > \.,.r~~,\}.~, ., .:.. 1,- ' . _tt:.":-r'-' .",L". , i . , r,) "~}-~ ....'")o"a. ~"'lt.~ ,"'1; ,""-,,,-:.::: ~ ..~, {"'i)t~}4( ~ of' ~,.,.;--~.._~~~..,l~.....;::.,~~J: ~~-\:~!"'.~C:".p._~~ .... . View looking east along north side of site View looking north 1-- - View looking southeast 7 Hampton Road FLD2002-1 0037 r, View looking southeast .- .. .; ;:; ~i:.z ..:;0 ~ ~:ra~::~::~.:~;';''::= ' I)J""",lfi"~.:. View looking east Deceased toilet . . CDB Meeting Date: ~7002 Case Number: ~7 Agenda Item: C3 CITY OF CLEARWATER PLANNING DEPARTMENT STAFF REPORT BACKGROUND INFORMATION: OWNERS: Neil Keifer, Hampton Road Development Corp. and James Bums, Limited Properties, Inc. REPRESENTATIVE: Mr. Jayson Kmiec; Avid Engineering, Inc. LOCATION: 7 Hampton Road REQUEST: Parcel A (2.62 acres): Flexible Development approval to reduce the rear (east) setback from 20 feet to 10 feet (to dumpster enclosure), reduce the side (north and south) setbacks from 20 feet to 10 feet (to pavement) and reduce the front (west) setback along Hampton Road from 25 feet to 15 feet (to pavement), under the provisions of Section 2-1004. Parcel B (0.44 acres): Flexible Development approval to permit an off-street parking facility within the Office District with landscaping on the internal side of a wall and with lighting that automatically turns off after 9:00 p.m. (as required under the provisions of Section 2-1003.G) and a reduction in the side (south) setback from 10 feet to five feet, as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B. PLANS REVIEWED: Site and landscape plans submitted by Avid Engineering, Inc. Architectural plans submitted by Oliveri Architects SITE INFORMATION: PROPERTY SIZE: Parcel A: 2.62 acres; 113,929 square feet Parcel B: 0.44 acres; 19,166 square feet Total: 3.06 acres; 133,294 square feet DIMENSIONS OF SITE: Parcel A: Approximately 500 feet of width by 230 feet of depth Parcel B: Approximately 185 feet of width by 100 feet of depth Staff Report - Community Development Board - December 17, 2002 - Case FLD2002-1 0037 - Page 1 . . PROPERTY USE: Current Use: Proposed Use: Parcel A: Vacant Parcel B: Unpaved parking lot Parcel A: Office Parcel B: Paved parking lot PLAN CATEGORY: Parcel A: RlOL, Residential/Office Limited Classification Parcel B: RlOL, Residential/Office Limited Classification ZONING DISTRICT: Parcel A: 0, Office District Parcel B: 0, Office District ADJACENT LAND USES: North: Mobile Home Park West: Vacant East: Detached dwellings South: Restaurant CHARACTER OF THE IMMEDIATE VICINITY: Multi- and single-family residential and office uses dominate the immediate vicinity. Retail, restaurant and other nonresidential uses exist to the south. ANALYSIS: The 3.06-acre site, consisting of two parcels, Parcel A and B, is located on the east side of Hampton Road approximately 300 feet north of Gulf to Bay Boulevard. The portion of the site designated as Parcel A is vacant and is located within transitional area marking the boundary between single-family dwellings to the east and multi-family and office uses to the west. Parcel B is currently not incorporated into the City of Clearwater and will be required to be annexed into the City prior to the issuance of any permits. The site is located 250 feet north of an intensely developed portion of Gulf to Bay Boulevard. The portion of the site designated as Parcel B is adjacent to the south side of Parcel A. A City-owned retention pond is located to the east of Parcel B and to the south of Parcel A. The site was the subject of a land use amendment and annexation (cases LUZ 02-02-02 and ANX 02-02-02) approved by the City Commission at a second reading on June 6, 2002. The land use changed from Residential Urban (RU) to Residential/Office Limited (RlOL), and the site was rezoned to Office District. The legal description for one of the parcels, however, was not accurate. The City will reschedule the annexation and land use plan amendment case for the January 21, 2003 Community Development Board meeting. Staff Report - Community Development Board - December 17, 2002 - Case FLD2002-10037 - Page 2 . . For Parcel A, the applicant seeks to reduce the rear (east) setback from 20 feet to 10 feet (to dumpster enclosure), reduce the side (north and south) setback from 20 feet to 10 feet (to pavement), reduce the front (west) setback along Hampton Road from 25 feet to 15 feet (to pavement) under the provisions of Section 2-1004. Offices under the Flexible Standard Development provisions are permitted to be up to 50 feet in height and may have front setbacks reduced to 15 feet (for parking only) and may have side setbacks reduced to 10 feet. The request for a rear (east) setback reduction to 10 feet requires that this application be reviewed as part of a Level Two, Flexible Development. The application includes a 30,000 square foot office building, 30 feet in height, to be used as the Hooter's restaurant headquarters. The proposed building will be located a minimum of 60 feet from any property line. All setback reductions are to pavement with the exception of the reduction to the dumpster enclosure. Surface parking will be provided and will include 134 spaces that exceed Code requirements of 90 spaces. Access to the site is proposed along Hampton Road at two-way, entrance/exit. A secondary access point will be located at the southeast comer of the site via a 36- space, overflow parking lot. This lot is associated with the Hooter's restaurant located farther to the south. A sidewalk, four-feet in width, will be provided along Hampton Road. Stormwater, Fire and Solid Waste Code requirements are generally met with this proposal. The site plan will require some minor modifications in order to meet all the requirements of Code. These include showing all required sight triangles, an improved connection to the existing Hooter's restaurant parking lot, provision of a loading space and a note reflecting that all unused drive aprons be removed. This will be required to be submitted to Staff prior to the issuance of any building permits. In addition, prior to the issuance of a building permit, a Tree Preservation Plan, prepared by a Certified Arborist must be submitted to and approved by Staff. This is for all required tree permits. Additionally, fees that must be paid prior to the issuance of any building permits include Parks and Recreation Department. The architecture of the building will include neutral-color stucco panels within a natural brick facade, a dark-green standing seam metal roof over the main entrance, and a significant number of windows on all elevations. The landscape plan exceeds the requirements of Code. This includes a mixture of various trees, shrubs, palms and annuals. A solid, masonry wall with a stucco finish to match the building, will be located along the rear (east) property line. It will serve as a buffer for the residential properties adjacent to the site. The wall will be six feet in height. The applicant has not submitted a sign package with this proposal. All signage will be required to meet the requirements of Code and be designed according to a common theme including similar style, color, material and other characteristics to provide a sense of uniformity. Staff Report - Community Development Board - December 17, 2002 - Case FLD2002-1 0037 - Page 3 . . For Parcel B, the proposal includes the development of an off-street parking lot within the Office District. It will serve as overflow parking for the proposed office building (Parcel A) and for the two restaurants (Hooter's and Pete and Shorty's) to the south. The site will be gated at the north end when the office is closed preventing the parking of restaurant patrons on the office site. Off- street parking lots in the Office District are permitted as a Level One, Flexible Standard Development application reviewed at an administrative level provided that four required criteria are met. Two criteria that are not met with this application include off-street parking spaces shall be screened from residentially zoned or used properties by a wall or fence at least four feet in height which is landscaped on the external side with a continuous hedge or non-deciduous vine and all outdoor lighting shall be automatically switched to turn off at 9:00 p.m. The site has no direct access to a street and too small and inconveniently located to reasonably accommodate most uses permitted in the Office District. The proposed 36-space parking lot includes a brick wall, six-feet in height, located directly along the east property line to match the placement and appearance of the wall proposed along the east property line of the office building site to the north. In order to provide a continuous, cohesive appearance across Parcels A and B, the proposed wall will not include landscaping along its exterior. Landscaping will be provided on the internal side of the wall across both sites. The lot will be used for overflow parking for the office during the day and for overflow parking for the restaurant to the south during the evening. For safety reasons, lighting will be provided during evening hours beyond 9:00 p.m. Lighting should be designed so as not to spill or transgress onto adjacent residential properties. A lighting plan will be required prior to the issuance of any permits. The only option available to the applicant to deviate from these two criteria is to include the parking lot as part of a Comprehensive Infill Redevelopment Project. CODE ENFORCEMENT ANALYSIS There are no outstanding enforcement issues associated with this site. A. COMPLIANCE WITH MAXIMUM DEVELOPMENT POTENTIAL STANDARD IN THE OFFICE DISTRICT (Parcel A) (Section 2-1001.1): STANDARD REQUIRED! EXISTING PROPOSED IN PERMITTED COMPLIANCE? FLOOR AREA 0.40 Vacant 0.26 Yes RATIO IMPERVIOUS 0.75 0.04 0.67 Yes SURFACE RATIO Staff Report - Community Development Board - December 17,2002 - Case FLD2002-10037 - Page 4 . . B. FLEXIBLE DEVELOPMENT STANDARDS FOR OFFICES IN THE OFFICE DISTRICT (Parcel A) (Section 2-1004): STANDARD PERMITTED! EXISTING PROPOSED IN REQillRED COMPLIANCE? LOT AREA 3,500 square feet 113,929 square 113,929 square Yes (minimum) feet feet LOT WIDTH 50 feet 500 feet 500 feet Yes (minimum) FRONT 15 - 25 feet Vacant West: 15 feet (to Yes SETBACK pavement); 45 feet to building REAR 10 - 20 feet Vacant East: 10 feet to Yes SETBACK dumpster enclosure; 61.5 feet to building SIDE 10 - 20 feet Vacant North: 10 feet to Yes SETBACK pavement; 142 to building South: 10 feet to pavement; 145 to building HEIGHT 30 - 80 feet Vacant 30 feet Yes maximum PARKING 2 - 3 spaces per Vacant 134 spaces (4.47 Yes SPACES 1,000 square feet spaces per 1,000 minimum of gross floor square feet of area (60 - 90 gross floor area spaces) B1. FLEXIBLE DEVELOPMENT STANDARDS FOR COMPREHENSIVE INFILL REDEVELOPMENT PROJECTS IN THE OFFICE DISTRICT (Parcel B) (Section 2- 1004): STANDARD PERMITTED! EXISTING PROPOSED IN REQUIRED COMPLIANCE? LOT AREA N!A 19,166 square 19,166 square Yes (minimum) feet feet LOT WIDTH N/A 190 feet 190 feet Yes (minimum) FRONT N/A Unpaved N/A * Yes* SETBACK parking lot Staff Report - Community Development Board - December 17, 2002 - Case FLD2002-10037 - Page 5 ~. . . STANDARD PERMITTEDI EXISTING PROPOSED IN REQUIRED COMPLIANCE? REAR N/A Unpaved N/A* Yes* SETBACK parking lot SIDE N/A Unpaved North: 12 feet to Yes* SETBACK parking lot pavement South: 5 feet to pavement East: 12 feet to pavement West: 25 feet to pavement HEIGHT N/A Unpaved N/A Yes maximum parking lot PARKING Determined by Unpaved 36 spaces Yes SPACES the Community parking lot minimum Development Coordinator based on the specific use and/or ITE Manual standards * The subject site is a pre-exIstmg, landlocked parcel and therefore does not have a front property line. Staff has determined that landlocked properties have side property lines only for the purposes of determining setbacks. C. FLEXIBILITY CRITERIA FOR OFFICES IN THE OFFICE DISTRICT (Parcel A) (Section 2-1004.F): 1. Sign: No sign of any kind is designed or located so that any portion of the sign is more than six feet above the finished grade of the front lot line of the parcel proposed for development unless such signage is a part of an approved comprehensive sign pro- gram. The development of the parcel proposed for development as a residential infill project will not materially reduce the fair market value of abutting properties; The applicant has not submitted a sign package with this proposal. All signage will be required to meet the requirements of Code and be designed according to a common theme including similar style, color, material and other characteristics to provide a sense of uniformity. Staff Report - Community Development Board - December 17, 2002 - Case FLD2002-10037 - Page 6 . . 2. Front setback: The reduction in the front setback results in an improved site plan or improved design and appearance; The Code does not include criteria with regard to reductions in side or rear setbacks for offices within the Office District. However, other, nonresidential districts include the above criterion for such reductions. Staff feels it is appropriate to base the requested reductions, in the side and rear setbacks, on the above criteria for reducing the front setback. The proposed building will be attractively designed with neutral-color stucco panels within a natural brick facade, a dark-green standing seam metal roof over the main entrance, and a significant number of windows on all elevations. The proposal also includes landscaping in excess of Code requirements including a tiered effect along Hampton Road utilizing a variety of plant material such as flowering shrubs of varying heights, ornamental, shade and palm trees and groundcovers. The side and rear property lines will also include extensive landscaping. The east property line will also be further buffered with a solid, masonry wall with a stucco finish to match the building six feet in height. The design of the building and site will be an attractive addition to the Hampton Road area. Cl. FLEXIBILITY CRITERIA FOR COMPREHENSIVE INFILL REDEVELOPMENT PROJECT IN THE OFFICE DISTRICT (Parcel B) (Section 2-1004.F): 1. The development or redevelopment of the parcel proposed for development is otherwise impractical without deviations from intensity and development standards. The proposed parking lot will serve as overflow parking for the proposed office building to the north and for the two restaurants to the south. The lot is held in common ownership with the lot to the north and south and has been used as unpaved overflow parking for many years. The proposal includes paving the lot and incorporating it into the stormwater system included with the office development to the north. All required setbacks will be met. The only deviations from Code are to locate a wall without landscaping on the external side and to provide lighting which will not automatically shut-off at 9:00 p.m. The only option available to the applicant to deviate from these two criteria is to include the parking lot as part of a Comprehensive Infill Redevelopment Project. The development of the parcel proposed for development, as a Comprehensive Infill Redevelopment Project will not materially reduce the fair market value of abutting properties. Staff Report - Community Development Board - December 17, 2002 - Case FLD2002-1 0037 - Page 7 I . . The proposed parking lot will likely enhance the office property (Parcel A) proposed for development to the north and the existing restaurants to the south by providing needed overflowing parking. The new development is compatible with the existing and proposed uses on the abutting properties to the north and south, which are non-residential and will be well-screened from the residential properties to the east. A City-owned stormwater facility exists to the west of the subject site. The current assessed valuation of the site is $264,200. Improvements are expected to increase the value of the site to $3,625,000. The anticipated increase in property value is expected to have a beneficial effect on surrounding properties. 2. The uses within the Comprehensive Infill Redevelopment Project are otherwise permitted in the District. The City of Clearwater permits surface parking lots. 3. The uses or mix of uses within the Comprehensive Infill Redevelopment Project are compatible with adjacent land uses. Land uses adjacent to site include detached dwellings to the east, a restaurant to the south and a proposed offices to the north. The proposed office is a compatible, transitional land use. 4. Suitable sites for development or redevelopment of the uses or mix of uses with the comprehensive infill redevelopment project are not otherwise available in the City of Clearwater. The site is landlocked and too small and inconveniently located to reasonably accommodate most uses permitted in the Office District. The proposed parking lot will serve both the proposed office to the north and the existing restaurant to the south providing overflow parking. 5. The development of the parcel proposed for development as a Comprehensive Infill Redevelopment Project will upgrade the immediate vicinity of the parcel proposed for development. A new parking lot is proposed for the site. The site has been used for many years as an unpaved parking facility and was recently annexed into the City. The new parking lot will blend with and compliment the proposed office building to the north and the existing restaurant to the south serving as overflow parking for both. The site will be effectively buffered with a solid brick wall, six feet in height to match the proposed wall on the site to the north located along the east property line. Staff Report - Community Development Board - December 17, 2002 - Case FLD2002-10037 - Page 8 . . 6. The design of the proposed Comprehensive Infill Redevelopment Project creates a form and function which enhances the community character of the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The restaurant to the south has been using the subject site as unpaved overflow parking. The proposed parking lot will serve as additional parking for the restaurant and the proposed office building. The proposal includes will be located feet in height along the east property line matches the wall proposed for the office building development to the north. It will serve as a buffer. 7. Flexibility in regard to lot width, required setbacks, height, off-street parking are justified by the benefits to community character and the immediate vicinity of the parcel proposed for development and the City of Clearwater as a whole. The proposal does not require reductions in lot width, setbacks, height or off-street parking. The only deviations from Code include locating landscaping on the external, not internal, side of the brick wall, and providing lighting after 9:00 p.m. for safety. The development of the site, used as unpaved parking, will aesthetically improve the immediate area. It will be seamlessly incorporated into the office development proposed to the north. 8. Adequate off-street parking in the immediate vicinity according to the shared parking formula in Division 14 of Article 3 will be available to avoid on-street parking in the immediate vicinity of the parcel proposed for development. The paving of Parcel B will help to provide adequate parking for the existing restaurant to the south and the proposed office development to the north. The proposal includes a total of 36 new parking spaces. Adjacent residential properties will be adequately buffered. D. GENERAL APPLICABILITY )Parcels A and B) (Section 2-903.C): Conditions which are imposed by the Community Development Coordinator and the Community Development Board pursuant to a Level One or a Level Two Approval shall ensure that: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density, and character of adjacent properties in which it is located. The area is characterized with single-family dwellings primarily to the east. Restaurants, retail sales and service, office and other non-residential characterize the neighborhood to the south. Multi-family residential buildings exist to the west. The proposed office and parking facility developments will act as an appropriate transition from the more intensely developed area to the south and west and the single-family neighborhood to the east. It will hopefully establish a positive redevelopment precedent for the area. Staff Report - Community Development Board - December 17, 2002 - Case FLD2002-10037 - Page 9 . . 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The sites are zoned Office District and the proposed uses will be in compliance with that zoning classification. The proposal includes a new, attractively designed office building and landscaping with an accessory, 36-space parking lot. The proposed development will encourage the like redevelopment of other sites. 3. The proposed development will not adversely affect the health or safety or persons residing or working in the neighborhood of the proposed use. The proposed office use and parking lot are permitted in the zoning district, and should not create any adverse health or safety impacts in the neighborhood. The proposal includes parking and landscaping in excess of Code requirements. 4. The proposed development is designed to minimize traffic congestion. The proposed office development will have single ingress/egress points of access along Hampton Road. A second access point is located at the southwest comer of the site and provides cross-access with a restaurant to the south along Gulf to Bay Boulevard. Vehicle trip generation should have no reduction in levels of service on any roads in the area. The proposed parking lot will have two ingress/egress access point one each along the north and south sides of the site. The north entrance will be gated while the office building is closed preventing late night and overnight parking on the office site. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Adjacent land uses are primarily single-family dwellings to the east. Multi-family dwellings exist to the north and west and a mix of restaurants, office and retail sales and service and other non-residential uses exist farther to the south and west. The proposed development is consistent with and will raise the standards of the community character of the immediate vicinity, through attractive architecture and well-designed landscaping. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The proposal includes the development of a single building with attractive architecture and well-designed landscaping. The reductions in setback for the office site are to pavement only. The single-family dwellings to the east will be buffered with landscaping and a six- foot solid wall finished to match the building. Lighting located within the parking area along the east side of the property will be limited to low-intensity lighting to avoid light pollution on the adjacent residential properties. The proposal also includes a 36-space parking lot to the south of the proposed office. There should be no adverse effects generated by the proposed development. Staff Report - Community Development Board - December 17,2002 - Case FLD2002-10037 - Page 10 . . SUMMARY AND RECOMMENDATION: The Development Review Committee reviewed the application and supporting materials on November 14, 2002. The Planning Department recommends APPROVAL of the following: Parcel A (2.62 acres): Flexible Development approval to reduce the rear (east) setback from 20 feet to 10 feet (to dumpster enclosure), reduce the side (north and south) setbacks from 20 feet to 10 feet (to pavement) and reduce the front (west) setback along Hampton Road from 25 feet to 15 feet (to pavement), under the provisions of Section 2-1004. Parcel B (0.44 acres): Flexible Development approval to permit an off-street parking facility within the Office District with landscaping on the internal side of a wall and with lighting that automatically turns off after 9:00 p.m. (as required under the provisions of Section 2-1003.0) and a reduction in the side (south) setback from 10 feet to five feet, as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B. for the site at 7 Hampton Road, with the following bases and conditions: Basis for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-1004.B. (Parcel B). 2. The proposal complies with the Flexible Development criteria as an Office per Section 2- 1004.F. (Parcel A). 3. The proposal is in compliance with other standards in the Code including the general applicability criteria per Section 3-913. 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions: 1. That the annexation and Land Use Plan amendments be finalized prior to Certificate of Occupancy; 2. That a site plan be submitted to and approved by Staff, prior to the issuance of any permits, which shows all required sight triangles, an improved connection to the existing Hooter's Restaurant parking lot, a loading space and a note stating that all unused drive aprons will be removed; 3. That the final design of the buildings be consistent with the conceptual elevations submitted or as modified by the CDB; 4. That all signage meet the requirements of Code and be designed according to a common theme including similar style, color, material and other characteristics to provide a sense of uniformity; 5. That a Tree Preservation Plan prepared by a Certified Arborist be submitted to and approved by Staff, prior to the issuance of any permits; 6. That all required tree permits be approved by Staff, prior to the issuance of any permits; 7. That all required Parks and Recreation Department fees be paid prior to the issuance of any building permits; and 8. That a lighting plan be submitted to and approved by Staff, prior to the issuance of any permi ts. Staff Report - Community Development Board - December 17, 2002 - Case FLD2002-I 0037 - Page 11 . . Prepared by: Planning Department Staff Mark T. Parry, Planner ATTACHMENTS: Aerial Photograph of Site and Vicinity Location Map Future Land Use Map Zoning Atlas Map Application S:\Planning Departmenf\C D B\FleXIPending cases\Up for the next DRC\Hampton 07 Hooter's Office\Hampton 07 STAFF REPORT doc Staff Report - Community Development Board - December 17,2002 - Case FLD2002-10037 - Page 12 I I e e AERIAL MAP Owner: Neil Keifer. Hampton Road Development Corp. and James Bums Case: FLD2002-10037 Site: 7 Hampton Road Property Size (Acres) : Parcel A: 2.62 Parcel B: 0.44 Total: 3.62 PIN: 17/29/16/00000/130/0100 Atlas Pa e: 291B -T-~~.-"T----",\ r--...--r-----l D I DO a a ~ u H Y ~ i I H i ~ ~ e H ~ ~ n : nu U G ! I Ii , i ~ I H i ~ D a I n ~ a ~----+----~ I I I ~ ~ Ii I I , u 'I , , ~ 0 " e 3 D ~ ~ H n ~ , , I' I , ~ ~ I ~ I : , , " , . ~ ~ ~,~ I ~ " ii, , 9 ~ l__=__ : ..J b____.L____ / ! X , ,. , " , " n [Y D , e e i'ti, II ~E~ '~i,:! ,..-- ;:- - --::"':'---'''-.,-.,' .\......1 .................- .--..-..-...... ,..."., . 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L :// I'm tttl~l~~_)J rill GULF~To-BAY e Dj , , , mL GULF-TD-BAY I ..~..... ! ----... , L__ ----{ , , , -----~ \ ,~ },....,. ,:f % #" /' /' ";/';> / () IJL"~~ ------J I li // I; //-;:-.:::: -f'" //~/ L // ,/ ; /// //" ;1/./ /r-m j/ I .._,~.::,{/~ , , , /< :(-''''~ /~/' . ;~ ...,~,:;:::~.. /1 _''''m'" / ~...... -/ ..f-"... y ....,"-""" oV"" / ,y ..... '- '< -'" ,-,<:;--,..,- / 1/"// "''''%'>" '< LOCATION MAP Owner: Neil Keifer, Hampton Road Development Corp. and James Burns FLD2002- 1 0037 Case: Site: Property Size (Acres) : Parcel A: 2.62 Parcel B: 0.44 Total: 3.62 7 Hampton Road PIN: 17/29/16/00000/130/0100 Atlas Page: 291B e e <;I.l :H CD :ro o ~ "~ -...:j " <;tj~ CD ~~ l',-...... , , i MHP . . . l:EEWARb-1StJE--._L_.- MD u I ,.......-""'7--~-.""l ..........MHP., i i I i , I i I i I I i I I I i I . i i I . --r--...i._-- ' i i il I ---- ---- f"" ... ... I I I HDR I I " -r~~N~.~.HD- ZONING MAP Owner: Neil Keifer, Hampton Road Development Corp. and James Burns Case: Site: Property Size (Acres): 7 Hampton Road FLD2002-10037 Parcel A: 2.62 Parcel B: 0.44 PIN: 17/29/16/00000/130/010 o Atlas Page: 291B e 1/ l--\ I ! / I I I / I I I (---~~'/ / Ii ~ I I /Mobile/ , , r ! / home/park I I I I r I I I I \______-.J----------1------L-EEWAAf>-teJ------L-----!-- I I I I I I / ./ < = Q ... ..... S tI:l ...... = ~ ~ ~ > ._-, \ I I I I I J Vacant Retail GULF-TO-BAY BLVD I I I I :p I I I I l- I I /---......, / "I / "" I I "I \ , '1 -_ " 'I --r----____ ....../." I I -r-------/ """ I , ' r r '---j \ " I I I / I I /' I , I / I I I I I I I \ I \ I \ I ~ I '\ ...............-_. ,J GULF-TO-SAY BLVD EXISTING SURROUNDING USES Owner: Neil Keifer, Hampton Road Development Corp. and James Burns FLD2002-10037 Case: Site: Property Size (Acres): Parcel A: 2.62 Parcel B: 0.44 Total: 3.62 7 Hampton Road PIN: --T----' I I I I I I I I I I I I I I I I f------ I I I I I I I I I I I I I I I I I I I r---- I I I I I I I -~-RB-- 17/29/16/00000/130/0100 Atlas Page: 291B . . Community Response Team Planning Oept. Cases - ORC ::::t::.:~~:;~ Me7goate:_UJ iylDJ o Current Use: J OJ( JAd'*- a o Active Code Enforcement Case c@Iyes: o Address number (yes) (no) ~~~~nV o Landscaping (yes@::7 o Overgrown (yes)@)) o Debris (yes@ o Inoperative vehicle(s) (yeSJ@ o Building(s) (good) (fair) (Poor~~nt ~nd) ~ o FenCin~gOOd) (dilapidated) (broken and/or missing pieces) o Paint (good) (fair) (poor) (garish) o Grass Parking (yes~ o Residential Parking Violations (yes)~ o Signag~Ok) (not ok) (billboard) o parki~ (striped) (handicapped) (needs repaving) o Dumpster (enclosed) (not enclosed) o Outdoor storage (yes~ Comments/Status Report (attach any pertinent documents): Date of ReView:ll/_SJvJ- Revised 03-29-01 Reviewed by: , ""TII" ,"~\~LOF Tllfjr........ \~~ 1?".,.u~~~~~c;7& \~., ~~- ....~~,\I!,7r;,n!.;\ ~ ~ :C"':J ~_=L-..."._.'.L_~..' "OO:::C.~ -.- ,.....,., ..~~ --C--C, :---.Ilit ...-' ~ ~ '.' ,C, ;::;;::... -~-. ..---- "<S' ,\ ':. ,,1:- .",., ,0',,, .\ - r,~"'#I.I" ~v,~ ........##)1TE~~....... '11"'- ~ CITY OF . CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4865 PLANNING DEPARTMENT December 20, 2002 Mr. Jayson Kmiec Avid Engineering, Inc. 2300 Curlew Road Palm Harbor, FL 34683 RE: Development Order regarding case ~ at 107 Hampton Road Dear Mr. Kmiec: This letter constitutes a Development Order pursuant to Section 4-206 D.6 of the Community Development Code. On December 17, 2002, the Community Development Board (CDB) reviewed your application of the following: Parcel A (2.62 acres): Flexible Development approval to reduce the rear (east) setback from 20 feet to 10 feet (to dumpster enclosure), reduce the side (north and south) setbacks from 20 feet to 10 feet (to pavement) and reduce the front (west) setback along Hampton Road from 25 feet to 15 feet (to pavement), under the provisions of Section 2-1004. Parcel B (0.44 acres): Flexible Development approval to permit an off-street parking facility within the Office District with landscaping on the internal side of a wall and with lighting that automatically turns off after 9:00 p.m. (as required under the provisions of Section 2-1003.0) and a reduction in the side (south) setback from 10 feet to five feet, as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004.B. The application includes a 30,000 square foot office building, 30 feet in height, to be used as the Hooter's restaurant headquarters. The Community Development Board APPROVED the application with the following bases and conditions: Basis for Approval: 1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per Section 2-1004.B. (Parcel B). 2. The proposal complies with the Flexible Development criteria as an Office per Section 2- 1004.F. (Parcel A). 3. The proposal is in compliance with other standards in the Code including the general applicability criteria per Section 3-913. 4. The development is compatible with the surrounding area and will enhance other redevelopment efforts. BRIAN.I. AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, VICE MAYOR-COMMISSIONER Hon liAMll:rON, COMMISSIONER FRANK HllJIIARD, COMMISSIONER * BIIJ..I0NSON, COMMISSIONER "EQIIAI. EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" . . .~ December 20, 2002 Kmiec - Page Two Conditions: 1. That the annexation and Land Use Plan amendments be finalized prior to Certificate of Occupancy; 2. That a site plan be submitted to and approved by Staff, prior to the issuance of any permits, which shows all required sight triangles, an improved connection to the existing Hooter's Restaurant parking lot, a loading space and a note stating that all unused drive aprons will be removed; 3. That the final design of the buildings be consistent with the conceptual elevations submitted or as modified by the CDB; 4. That all signage meet the requirements of Code and be designed according to a common theme including similar style, color, material and other characteristics to provide a sense of uniformity; . .. 5. That a Tree Preservation Plan prepared by a Certified Arborist be submitted to and approved by Staff, prior to the issuance of any permits;.. ... 6. That all required tree permits be approved by Staff, prior to the issuance of any permits; 7. That all required Parks and Recreation Department fees be paid prior to the issuance of any building permits; and 8. That a lighting plan be submitted to and approved by Staff, prior to the issuance of any permits. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (December 17, 2003) and all required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Board may grant an extension of time for a period not to exceed one year and only within the original period of validity. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. In addition, please be aware that under the provisions of Section 4-502.B. an appeal of a Level Two approval (Flexible Development) may be initiated by the applicant or any person granted party status with regards to the property (which is the subject of the approval) within 14 days of the date of the CDB decision. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on December 31, 2002. . . December 20, 2002 Kmiec - Page Three If you have any questions, please do not hesitate to call Mark Parry, Planner at 727.562.4558. Zoning information is available through the City's website at www.clearwater-f1.com via the "Clearwater Parcel and Zoning" link and "Community Development Code" link (via the Planning Department site). v /J ~rul; yours, ~.~. Cynthia H. Tarapani, AICP Planning Director CC: Neil Keifer, property owner S:\Planning DepartmenflC D B\FleXlInactive or Finished Applications\Hampton 07 Hooters Office - ApprovecNIampton 07 DEVELOPMENT ORDER. doc . . ,1"L',,#o i"~~~LOF Tiff....... ,,';..\ \ltll':J:I-4"'#-",~~_ \ ~." ~##.../,.l..':. \~.' \1, .'. . ~ "".. __......,~....." / 'ri.~-_ l\-"'\=~"" -~ .... . =- ~" ':.~\ :::-=~~ ~: "~B----- ll~\ ~-{14TE~~~.\\ ~ILJ.JJ CITY OF CLEARWATER POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUIlDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4800 FAX (727) 562-4825 PARKS AND RECREATION DEPARTMENT MP~"~~;:~-!~~T' j i Y !.ud} , /, i ~~I '.J! ~._I November 6, 2002 Mr. Jayson T. Kmiec Avid Engineering, Inc. 2300 Curlew Rd. Palm Harbor, FL 34683 Re: Hooter's Office Building, 7 Hampton Road, Case #FLD2002-10037 Dear Mr. Kmiec: According to the current Recreation and Open Space Land Dedication Ordinance, the above referenced project will be required to satisfy the Open Space dedication requirement prior to issuance of any building permits or final plat, whichever occurs first. In order to determine the amount owed, the developer or representative should complete the top portion of the attached form and return it to the City of Clearwater Parks and Recreation Department with verification of the just value for the land only according to the current year's property tax assessment. Please note, this dedication requirement could be a substantial amount and an impact to your proj ect. Therefore, we encourage you to contact Debbie Richter at 562-4817 as soon as possible to estimate the assessment and to answer any questions. Sincerely, ~hW IJL'cL~ Deborah W. Richter Management Analyst Attachment: Open Space/Recreation Impact Worksheet Code of Ordinances, Chapter 54, Recreation and Open Space Land Dedication cc: Art Kader, Assistant Parks & Recreation Director Lisa Fierce, Assistant Planning Director Robert Hays, Development Services Coordinator Mr. Neil Keifer, Brandon Realty Venture, Inc., 13575 58th St. N., Suite 149, Clearwater, FL 33760 BRIAN J AUNGST, MAYOR-COMMISSIONER WHITNEY GRAY, VICE MAYOR-COMMISSIONER HoYT HAMILTON COMMISSIONER FRANK HIBBARD, COMMISSIONER * BILI,JONSON: COMMISSIONER ~ "EQUA<. EM"DmENT AND ~'''MA:~C1"ON EM'WYER' POST OFFICE Box 4748, ClEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOIrm MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562.4567 FAX (727) '562-4865 November 4, 2002 ~ Kmiec - Page TWO. The following items/data need to be submitted and/or clarified prior to the DRC meeting: tfll~~ra:r;:;;# "~~""".,,...?>~"" :~,J~/~\ ~~ ..~~ -~"':""'-~~' ',' ~q ....-0:. - .-. --. ',.- ~~ '''-,-_.__c ~, ~~f4TER~~\' "'",~...l CITY OF CL.RWATER November 4, 2002 1. Provide the ex.isting and anticipated value of the site; 2. Provide the existing FAR; 3. Provide the number of existing parking spaces; 4. Provide the existing number of dwelling units currently on the site (provide a break down of the number of units within each structure); 5. Provide the gross floor area for each existing structure; 6. Provide the height of each existing structure; 7. Provide scaled, dimensioned, rendered, four~sided elevations; 8. Provide details for the proposed wall, including height, materials and colors, will be required; 9. Provide the following required Office criteria: a) Height: The increase height results in an improved site plan, landscaping areas in excess of the minimum required or improved design and appearance; The increased height will not reduce the vertical component of the view from any adjacent residential property; b) Sign; No sign of any kind is designed or located so that any portion of the sign is more than six. feet above the finished grade of the front lot line of the parcel proposed for development unless such signage is a part of an approved comprehensive sign program; c) Setback: The reduction on the setbacks results in an improved site plan or improved design and appearance. PIAN"l:-lG DEPARTMEN'r Mr. Jayson Kmiec Avid Engineering, Inc. 2300 Curlew Road Palm Harbor, FL 34683 RE; Application for Flexible Development approval to reduce the rear (east) setback from 20 feet to 12 feet (to pavement), reduce the side (north and south) setback from 20 feet to 10 feet (to pavement), reduce the front (west) setback along Hampton Road from 25 feet to 15 feet (to pavement) and increase the height of an office building from 30 feet to 43 feet, as part of a Comprehensive Infill Redevelopment Project under the provisions of Section 2-1004-. Dear Mr. Kmiec: The Planning staff has reviewed your application for Flexible Development approval to reduce the rear (east) setback from 20 feet to 12 feet (to pavement), reduce the side (north and south) setback from 20 feet to 10 feet (to pavement), reduce the front (west) setback along Hampton Road from 25 feet to 15 feet (to pavement) and increase the height and increase the height of an office building from 30 feet to 43 feet, as part of a Comprehensive InfilI Redevelopment Project under the provisions of Section 2~1004. The application includes a 30,000 squareftl!ffn IngBt in height After a preliminary review of the sub~ dii s s determined that the application is generally complete. The ap~H\"<lllUII I, .~ into the Department's filing system and assigned the case number: FLD2002-10037. The Development Review Committee (DRC) will review the application for sufficiencv on November 14, 2002 in the Planning Department conference room - Room 216 - on the second floor of the Municipal Services Building. The building is located at 100 South Myrtle Avenue in downtown Clearwater. Please call Sherrie Nicodemus, Administrative Analyst at 727.562.4582 no earlier than one week prior to the meeting date for the approximate time that your case will be reviewed. You or your client must be present to answer any questions that the committee may have regarding your application. Additional comments will be generated by the DRC at the time of the meeting. I3RIA"'.r, AUNCST, MAYOR-COMMISSIONER WllIl'NFY GR,W, VICE MAYOR.COMMISSIONER HoYT HAMil_TON, COMMI>>IONI'R ['MNK HlIlIJARll, C()MMISSIONER $ BII.I..JONSON, COM~\IS.W!N"R "EQIJ,\I. EMPLOYMENT ANI) Afl'lIlMATrVE Anl0N EMPI.(lY!,Il" November 4, 2002 Kmiec - Page Two Please be aware that 15 additional sets of the complete resubmittal of all required information, to include copies of the application, survey, site plan (with any required changes as applicable), affidavit of authorization, etc. will be required by November 18, 2002 in order to be placed on the December 17, 2002 Community Development Board (CDB) agenda. If you have any questions, please do not hesitate to call me at 727-562-4558. Sincerely yours, t/l------~ Mark Parry - Planner S:\Planning DepartmenllC D B\FIe...\Pending cases\Up for the ne"'l DRaHamplon 01 Hoolers Office\Hamplon 01 COmplele,doc . . Robert G. & Margaret A. Gabriel 7 Hampton Road Clearwater, FL 33759 726-8778 December 14,2002 Mr. Mark Parry City of Clearwater Planning & Development Services 100 S. Myrtle Avenue Clearwater, FL 33751=11 f IE Re: Case #FLD2002-10037, COB Meeting Date: 12-17-02 Dear Mr. Parry: We would appreciate it if the City of Clearwater would discontinue referring to the above property as located at "7 Hampton Road" as we have not sold this property to Neil Keifer of Hampton Road Development Corp. Yesterday we reviewed the above plans at the Community Development Board and we are concerned that the air-conditioning units of the planned office building might be placed too near our home (upstairs and downstairs bedrooms are on the south side by their building) causing a noise problem in the future. Thank you for your help in this matter. ~b.!v~ ---.-..- .- @~~t\: -llli \ ; ~ \ !lEC I 9 trol!:~ LJ ~, ~ L. - ,--;-: c nEVELOPMENT PLANNII"'" .~ Sl:l~\ "ES CITY OF CLr:N1WA.TEA Robert G. Gabriel . . 2300 Curlew Road, Suite 100 Palm Harbor, FL 34683 Phone (727) 789-9500 Fax (727) 784-6662 www.avideng.com LC-0000361 Authorization #6139 ENGINEERING November 21,2002 Mark Parry Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 (727) 562-4567 o l[E~[E~~[E r' i 1111' 2 I m ,~J PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER Re: Hooter's Corporate Headquarters Office Complex Flexible Development Application FLD2002-1.0037 Section 17 I Township 29 S I Range 16 E Dear Mark: Per our phone conversation today please find enclosed the additional items for the above referenced project for distribution and review: Parcel A 1) Fifteen(15) copies of the Warranty Deed and with Legal Description Parcel B 1) Fifteen(15) copies of the Warranty Deed and with Legal Description 2) Fifteen(15) copies of the Cross-Access Easement Parcel C 1) Fifteen(15) copies of the Documentation for the Drainage Easement Agreement As discussed I will follow-up with signed applications with agent authorization for Parcel A. Please give me a call with any additional questions or requests. Sincerely, Avid Engineering, Inc. ~~ Richard Tommell, E.!. Design Engineer Cc: Chris Scherer, Scherer Development F:\DOC\732001\City of Clearwater_submiUtr.doc . . PARCEL A Uct OS 02 10:13a III Scherer Development 1-8 727-538-4211 . p.3 ~ ... J This Instrument Prepared by and Return 10; Douglas L Hllkert, Esq. 2557 Nursery Road Suite A ClealWater. Florida 33764 (727) 507-9559 FILE NUMBER: 1656.6647 KiIR1ffH F, DE Ma CJ..rn( If am P1lELI.All mm'l, fl..OOlli\ 9m462ll DB-l3-2C02 .1b:23:0'I I'AH 5l'D~' 010055 11;:025019'16 JII<:'w'60 BPB:2253 EPG=22i) - rmIDmi 001 P/(tS 1 $6.00 DOC STAIf - 00219 ;) $2.800.00 P;Irl:.elTaxI.D. No.(s): I~f' Grantee S.S. No.: NIIIlI8; Hampton Road Development COJP. GranteeS.S.No.: '200a 4 \!2!.1.l Name: . '02-~O 1978 FlUGe~ISi21BO PG 225:3 p 1 H~\..l..millr""I\lI\I\l1l1\1\\l1 mamtnty mrrb (SWIlIDIY Fonn) TDT(t: oo:l< 00. TBlDERED: awe. BY *- JlEPUlY ~ S2.B06.00 $2.80&.00 $.00 IW_r uoed ~, 1M .."" 'OranlDr' BOd "ClnlDlee" shall incIudc!he ~ DClSCIIIaI rep_lIlives. IUCCISSClr.lllnd/l)r milll19 ~rthc I'CSJICC\~ panlec Mroto: Ihe we oflbC linIJIlar 1I111llber shall include the pItn~ 1IIll1lle plunllbe sloauJar: II.. _of IDY &aide!: 5halllncIwdull pulerL) THIS INDENTURE. made this ~ day of July, 2002 BETWEEN Mary C. Caruthers, a Single Person, rGrantor") of Plnellas Counly, Slate of Florida, and Hamplen Road Development Corp., a Florida Corporation, ("Grantee"), whose tax mailing address is 26133 US Hwy 19 North, SUite 100; CleClrwater, Florida 33763. - WITNESSETH, that Grantor, for lIl1d in consideration oflhe sum ofTen Dollars (S10.00) and (.ther good and valuable consideratiOll, 10 Grantor in hand paid by Grsntee, the receipt whereof is bercby adaJowlc:dlled, has granted, bargained and sold to Grantee, Grmtec',s heir.i mid assigns fDt'lOYCl", the following described IMd, s.ituate, lying aruI being in the County of Plnellas, State of Florida, to-wit: The North 200 feet of the South 720 feet of the West 130 feet of the Southwest 1/4 of the Northeast 1/4 of Section 17, Township 29 South, Range 16 East, LESS AND EXCEPT the West 20 feet thereof. Subject to easeinents, restrictions, and reservations of record, and taxes for the year 2002 and thereafter. And Grantor does hereby fully wamurt the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal the day and year first above written. Signed, sealed and delivered in our presence: Si~J~ Print R~D ~ W~_ Siin dt1L Douglas L HItkBrt tlW2'. Print STATE OF FLORIDA COUNTY OF PlNELLAS NN\NG Pi DEVELOPMENT PLA c r-,.I~f:S The foregoing instroment was acknowledged before me t . -2!.... dl\Y ofJl1ly~ 2002:bY-Maty~C.P ~crs, a Single Persoll, .who. Is. personally knowrl to me_~f 'wh().w- produced ~J~~:;.' <. u '''''''-0). NOTAA~- B~ / OR2~ ~.. ~ Douglas L. .Bflbrt Sign _Jti.J. ~CcuamlaIallli 00 841?g1 INT ~ !ZP';'m~ i:;..2003 FEE:'S~ .AUaa&Mllollllla,Co.,'- MTF~ :~~ 15ThL . ~ OK aAL___ CHG AMT ____ Print DDllglas L Hllkert My Commission Expires: Oct 09 02 10:13a II/ Dent By: WALLER/MITCHELL; Scherer Development '. .. 727 848 41B3; 727-538-4211 sep.27-~:04; Page 2 p.4 I ~~- ACe r -.....0 REC I-Q~V 1)111'1' __ 0._. .. 1I~"l'_....... rEE*3 __.~ . IA"I'V __.'." V.C .,"_' ~.~ -::Ji) T(l'TI\l!!--. C)( III\L ___ C.,~c::.I..Mi .___ mll[fl r. J:{ un. am CJ apl PIWUAS C!IIIV. Il.IIIJIl --..._---~._-----._---.... *.1?Dim ~JIl'l? lY/:'I-:$.; a'll N nDi./IImD 1'IW'fI'I1LS III: ~ 1.;lt'3:!'I!17 1C:llZlIl 9'G:~ 0'li:R!21 lWtIllJG <<r: PIilS 1 liMO ro: s,.., - il~9 5 t.'1IJ 'JI.:'rl fU.Jl 1.00 ~ ~ fA taDamllw a.d rn~ 1St ...... D. Wallrr. [,,,!Iil,\S W2"'''SL -......""lotJ,n.~ fik ~1lIII1oor. ,.,..." Willt"IIIN..; 1Dt1.: DIn' ... .1llIImD: --.11 DWfi' W.-... 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"."." - IIiIIIIr)'$a11 r j: /~..a.t~. .~:;.. l,.':-.Ll."'_<- _, .. . .__ l/Uiiij...... ..........: ~&.L... L LtJ..II....r:... ..."C_iooe......, l:i!J" JDj, .:. >::.;:~:~>l ----I ./ 1 i I I I 1 Uct OS 02 10:13a Scherer Development ~ 727 B48 4163; 727-538-4211 sep'27-~3:05; Page 3 p.5 III Sent By: WALLER/MITCHELL; ~' \ .. ~ . . UIolT'l' F'l.R. , ltEL\..ftS ~aD 1 PIi 22 \ orr ""tc.'~ EXHIBIT" A II DESC1tll'TlOH: PAllCEL A. BEGIl.( PIOH tB! C1!Il'I'IIl OF SECTION 17. 'IOlIJISDIP 29 S01r.l'B. JW(CI! 16 EASt. l"IJmLLaS C01JK'rI. FLOIIlJA. Dn ltDM '11IERCI A'LOBC DE "'S CElttI1ILIE or SAID SI!:CTIOH. AJ.So :rim II'll CiHtZILDIE or BAHPmH lOAD.. .. 00820'13" V. 72Q.00 l'JlEr; DEllCE II .,84&'01" E. 25~DO DI.'t. '1'0 A ponrr I.U)IC 'rIlE ~ a/v LD1! U SID IWIl!'ICIf JlOjJ) l'ID. P.o.ll.; DBIICE. rnm N '9846'01" B. lOS.007DEr; 'l'IIIIICE. 00-20'13" V. 15.00.l'BB1'; 'm!IICl"S 89-46'01" W.'lOS.DD l'Dt. 'IO lAD EAS'lm.t a/v LDE 01" 1UKP1011fW); 'rIl!IICE ALOWG SUJI l/U LID S 008201U" I, 15.00 PEEt'lD DE '0rR' or HrmIJf1HC. ':LIS:i DE \l!Sl' oS.DO DI!;T ID.!DD 'to DE CI'ft mr CLIABJl.l1D IDa 1WIP.r0lt IDD :RIGBl'~-wu. nz 0.1l.1IOOI: 9052 Paps 1189... 1190. (II!KAXNIIC PAICIL "A." COITAIIIUG 1500 SQ.Fr.) J i ," bJ!ScunxOll: I'AICEI. 11 , BBGDI nmr 'DIE cnnm. OF &BCrImI 17. 'JOIIrSIIIP 29 SOV'lB. ltAlfOE 16 lASt. rDfELLAS C01lRrt, n.aIDA.. A1ID'RDR 'DIIDa:E ~.'DI& IflS CEII'rEU..n1E DF SAIIJ IIcrmR. ALSO '1'BE R/V CKr.rZlU.nm or ~1f:aDAb. II 00"20.13" II, 73S.0o PEEr; 'DIElfCllf ,,846'01" E. no.oo IDt POIt A 1'.0.21.; ~CE CDtItDIIIr. II 89846'01" E. 10.00 lEJi.'f; TBDfCl S !1082f1'13" "It. 131.85 P.IlBT 'to 6. PDU'l' CIIf DE lfOlall LItIl. OF !'~ c; '.rIIJ!RCE II 89.57'26.9" v.. AJ.o.C TIlE 1fDRt'B LINE OF I'AJlCEl. C. 10.0 1BE7; 'Im:1ICE If CO.ZJ)"13" V, 131.1S ntt 'I'O 'rIIR 1'.D.ll. CORUDllftG 1.318 SQUARE P.nr. ", DESCIUPTJON: PARCEL C-! 'IHE1:IUrr '1CUJ8.11:1' OF'IH~ W.ES1'nUORET.tESSTM /'lORTH 730.IIlII'EET AND LESS THE S01ml ~DJIO FI:ET OFTHESOV11IWESJ: 'If OFTHE NORTHEAST JlfOPSEcrJDfl J7, TOWftSHlt19 SOUDI. RANGE J' IAST,PINILUS COUNTY. fLOMbA. ". "t.......; "-.",.:. ....';.0" ,":.::" ~ ~ I I ) I, I I I I This instrument was prepared by: RO.LlUm D. WALLER, ESQUIRE/ naB WALLcm. " MI'l'CHELL . : g.:'l - -'-5332 Main ~treet ; tk',;~'lO~- Port R:a.cbey, Florida 3"'52 . :1;::; J .-.J:iiJ 20708.06 (.~; ..-- ill"; Fr.f.:S-'- M.r: --"- ~I,(: -- R::~B BUDIINr, made effective as of the ~tday of August, 2002, -1'()';;\1.' and be1:loleen BluIptal) Road J)aveloplllent. Co:p., a Florle1. ~K BAL -=-:.Cloxporation. (hereinolfter referred to jointly and sever.ally as: ",;AMT _"Grantor-), ilnQ Lbd.t.e&l Plropert:l..., !:Dc. a I'lartda eDzpontiOQ (hereinafter :a:-cfcrreCl to ao "Grant.ee'"), Uct OS 02 10:13a III Sent By: WALLER/MITCHELL; Scherer Development . 727 848 4183; !-IDD2 "llllA 02-2~crTiit l2201 PO l P U4E'l'8........ QRAN'l' OF BAS~ IttTJDSSBTJI ! 727-538-4211 sep-27'~3:05; Page 4 p.6 - f; If I/m, DIll If !IIl!~f~ PIIll.lJlS ClUIJV. Il.IRlIA U il -------------- ~ 09-05--2tIW f11:47:44 ItiI 51 f~'lM'rllllDD ltlQlJlIHT 1m' ~ r#:m.m 1lK:~1 9'li:ms mi:oz!'l II RDDmJIIi 0Il!i MIS 1 12..01 . IlIIC ST"'" - Tml9 3 -!~ /. TOTtt.: S::;.7C I 1hMr.mrmD: S24.7P I DWII: "00. II\' _. .__ JDUTV D.EJI 'lbat the Grantor, for and in consich!ration of the lIlutual covenants contained herein and the 8111ft of TBH AND NOl100 DOI.aLAltS ($10. OD), and other good aDd valuable eOllBideration 1:0 said Grantor in band paid by said Grantee. the receipt where is hereby acknowledged bas granted, bargained and given to t.he Granr.ee and t.he Grantee heirs and aSBigDs forever, a pexpetual, non-exclusive easelll8nt for Cbe purpose ot vehiculilr .and pedestrian traffic gnating 1ngreS8 ilnd Egress, over and aCl'08S a 3D foot easement, more particularly described as follows: See EXHIBIT A ..rtached bereto and made a part hereof. '1'.be Grantor reserves the right and power to IIlDend or IIlOdify the legal descr1p~ion shown in Exhibit A, in orelsr to reloc.te said easement, provided wbatever legal description which is used ..l10W8 a 30 foot ealiement for Ingress and Egress across Grantor's property for the benef1t of the property described in Exbibit B. ,I I I i I I I This easement is for the use and benefit of the following described proJ;lerty : see EXHlDIT B attached hereto aDd made a part hereof; GriIIltor, for Grantor their heinl, and assigns, covenants with Gr.Ulr.ee, it-a heirs, successors or assigns, that Grantor frOfll tillMl to tillle and at all tillUts after the effective date of thie lnBtrullent:, at t.ne1r own cost and expense, wi.ll repair and maintain, in iI proper. 8Ubstantial, and workmanlike IllilMer. in aceorc!ance -1t:h all t.he requirements of any gOYBrlllllentiill entity, the above described ingress, egress eaSeIlll!Dr:. Grantor sball keep all areas propc:rly paved. sealed, striped and cleared free 0 ~.".."" If;; .".,', N:NING ~ DEVELOPMENT pLA . ES ' r.\-'-', Uct OS 02 10:14a Sent By: WALLER/MITCHELL; Scherer Development 4IIt 727 84B 4183; 727-538-4211 sep-27-~3:06j Page 5/12 p.? ". ", ", ....: ;).:.;~~~..:..;;.;;:t~~~;:'::1';,";./;'<:!.:n~ ~':::~'; .' - ~ ". ; : ..'.: ;''': ,-.' '. :',.. .", a- tl ' ..I ..' . "';'.. ~ ., . .. -. ..:: i PI~wAS CDUNTY r~R. OFT .REC ,S1( 11!2O j"G 2U rUbbish and obstructions of nay nature, shall maintain any landscaping or planting r.he-reon in good aonc!1t.ion and shell provide adeguat.e drainage, lighting and inBurilnce tberein and shall pay all expenses including utiliUes in connection therewith. ,:',' :Z}.;" 'I'h.is ea8e1aent sball be exclusive to t.he Grantee. their heirs, successors or assigns. ~:..t . ...... .". . ~ DY 1fI'ltmSB 1IIIRRmP. the partie. have caused this Grant: ot EaaellM!nt to be executed as of the dc&te first above written. . .; . ':~I ,....... '..':. .:}.. Signed, sealed and delivered in the presence of : ,..... :;";.-.~ . ~. ::-.~ :',i~~~( ji~~~: : ~ ~~.:~~ '.~~... ,. ..,..... IIMIptClll :Road Deve1DpUD.t, %ac . By: NeJ. ,.'....:; IsaI.) ~ ~ .... ~.... ....::..:- ... . '.~ ... .}~ '. '" SUB 01' ~ ~ OP Il''nft!t'.ow.. . . Before 1IIe, it. NOl:ary Pul:J11c in and for the said S1;ate and Cou.nty, personally appeared Neil G. Kiefer, l'resident of Haapton Road Development. Inc., on behalf of the corporation, IiiIho is personally known t:o 1Ie. and he ackoClllJledged that they mceeuted the aamc: for the purposes ~rein expressed. %Jf WDHaaB 1fJIIIJUIDJ" , I have set Il/.T!:L day of August, 2002. my hanc:L and official seal the O~ ,;lL k LJ'.. Notary Publlc-Sta~e of Plorida My cOIIIIlisaian expires: . '. fI~1 ..---- If- .~. -----;::- c-- n P . \ ~ r-~, Ir--.,'\, ',---' Ilil \''--'1 '--: rp~ ''--' .~ "-::, ,I le- I \\ I'Ll, \C.",~ \~~J \J ~.ibO~~i ), \ I, \1 \ NO\' 2 \ 2002 \ \ .'.,.-r.'.:, ..:.......:. "~ EVflOPMENT .. .: ,:,:';PU'iNNING:RDV'\CES: . .', ':'. . . . .,. .~\, ." . ; ....::.\~. . ~.~::. bF~GCEAl'iW;A.TER..' .,...... ...--~~~ ~'. ,l . ..... .. . .'.,'. ..... -!". . .," .'; ". i. i I:. . , . . .~... " " i :'/. ......;.: Uct 09 02 10:14a Scherer Development '4IIJ 727 848 4183; 727-538-4211 sep-27-~:06; Page 6/12 p_8 Sent By: WALLER/MITCHELL; . , ',~.\' .,. 'i{i; . ~..' ~'.~i- ;~: ';t; I '1'::'- '/}', . :..~.;'~ ':.~~j: . . /~~~~: :;-:.' '.:...';1' :',::'(''- ":>.';:~" ....., . ..~. . '. "'..:'. . rr"^ ':"':"":';i~";';;'i\" ;;.L"!:';,%',~d!;g2;i!~;H~~_ilift;~:f"\, . .7~';: :,.' :. , .:;..:..:';....'. .... . . I." :.~. :'S ~T'" FI.f\. P llollL~B ~a!O \ PO 11"7 Df'f'.I'EC.8lC .... . .' ,':.i; \~ . ~.:.. \'.~ J~' EXHIBIT ., A " '....: .....,. ':;i, .....:: S'.:{ .;:.. ~: DESCIUI"I'ION; PRlIPOSEO ,)GoV' INGRESS AND (CRf.Z EA:liDIfNl " POImDN OF fIlE sountlllEST 1/4 OF 'PIE NllRIHfASI' 1/. OF SEcnotI 17, 1OMlSHIP. 211 Sount IWlC( 16 W1. f'IHEUAS ClIUNIY. ~ lIElHC FUI1'HER 0ESClWE0 AS FOLI.ows: BEGIN N 1Mf: ClNJtR OF SE'CYICltI n. TOWNIHIP B SllUIH. IWCt tI fASt, f'INnW GaUHrY. RaRIM.; 1HENClE Il\lH AUJNC THE NOIftM-SOUfIl c:omIl.IIl (F SAID BI10H 17. AlSO IEIIG M CENlERUNE OF' IMMPTDN RlMD AS NOW ESTABUSHED. NORnf 0Cl'20'13. WEST. 545.00 FUJ': 1HIJlC( IIlIInH Ir4l'as. PSr. 2O.Illl FEEl' 10 hE EASIEIll.Y ItIGHf ~ -wAY UNf.: or tWI"l'ON ROAD IS MlIW t:Sl'MUSMID Noll 1HE POIIIf Of If.1lINNING: 1tIPQ; RUJf AlONG 5rIIO FAMItl'l' RICHr-or-WAY lINE. NOIII'W 00'20'13" WESr. :ro.OO fEE1': IHINU: NOMH .".&'en" PST. 920-10 I'm; lNDlC:E ILD FEET A&.ONG 1ME ARC OF A !i!i.DO FOOT RADIUS CURVE aJNC:AYE 1'0 1IIE saunME$'f, 5UIJEND(O BY' A 0l0R0 0I5fAMCE OF 7'1.7. Far WtIDf EMS SOUIN ts"3's1. DST,1O 1Ml SOUIIIIRlV IIOUMIWn' UN[ OF PMCa "\:-1.; 'DtEMCE AUIIIG MO SClUPIEIIlV IOlMCWft' UItE, sourn ....Il'O(. IllEST. ..00 ,m; 'htfHCt l6AWIO ~ sounlBIlY 811UlIOIRY' UlIL 31.27' FED' ItOtIC 1Ilt M.C OF' A 2UO FOOT AAOIUS CURl/[ COHCAVE TO 1M[ SDIfIH'ftSf. SUIJJEJI1IfO In' A OlllflO DISTANCE OF' .1$.3& FEET WIIICH BrARS NORtH ~'1S'5t. W!.S1: THENCE 50IIIM lWU'O," WESJ. 120.0:1 FU:f TO _ PCIHI' 01 eEGlNIIIHG. COlII'...... 5411'1. H! SOUllllE FEE'I Il40Rl 0lII LESS. :.;.. .. .~~! \ . I '. r--'\ \? f0 V\'0~ ' \ \ L-<\~\ ) \ r\ '\\ NO~ 7 \ 200L \t~", \U .... -~ I '-'.! .._" 1 \ ~~EVElOPMEN \ P\,t'NN\\~G' CES I SERV\ lER \ . ,ClEARWA ; "\l'! 0 '. \,..:,: '.~ ~:! .-:';:.\ ;. ',' t- .': '~Il~'$.t · <t~~l~~:ff~i~il~~,J'{~fi~Itti,I~,,:\:,:f~i;::~:;: ~;:x; 'j,~"', '.' . ,',' :. :jl~.' J . ~......:......~... .- .;. 1. ~. j. ~ ", "" -'.~ ":-: ;.', .....,: >:. i I ,. L: I ~ . , i " ,. . .,.~:. Oct OS 02 10:14a III Sent By: WALLER/MITCHELL; Scherer Development ~ 727 648 4183; 727-538-4211 sep.27-dlllb:06j Page 7/12 p.s ~; f ...< ,i;";",;,f".:;~;,>,~" t~%A~";', ';>,1;-"fi~1~~;~~!~:~~;i'" , , I . . , . '. .:.:.:! "1 I . .:~~::':.~J ,. . ~. ~ , ,:.'.' ......~.'..'..::.. .:.... :,.i~/J{~':;i~:}~\'::::,:;,;/: . 1 EXHIBIT "'8"' PINELLR9 cOUNTY F~A. OF'F' .REt: .BK 1220 1 PO itS ~, . ",,: : ',:'::';.:' j l. "," .... Panel C; TIle &stIOO leet .llIIe West 230.00 reel, Jus the North 739.00 leet tlaft'e.r. oltlle Solatllwut II. 01 alae NorlllClllt 1'4 orSectio 17, Towasldp %9 So.tb t IlaD. 16 Eat, Less Ga.r-to-B.y BlNIleYard Riglat..Or-W.Yt .... Las TbcEut lOUt feet orlbe West 130.00 feet, I_lb. Narth 130.00 r.a aDd'" the Swth S2O.OO ht of the So......cst 1/4 ofllte N"ea.t 114 ofSeccion 11, Towu.laip 2J So.th, RMlge 16. Eut,PilleDu COIID*J, Flerida. ':/'{ , .. " ";::.' ;. :'.:.;1." ;::~.( - . ~'.. ..... . : "~'.~.o;~.1 . .:~~~ ...."1 . ..; 'i}.~ :.~:::.!, .1.':'. : .i'~ ~.' . :~~~}} . ~ ... :~ ;..~ .).~~:~ , "'-".' \::) :',. . "'~';, _~I" ." ':":;; ..... ' ........ . , : .... ~ ~ . ' ...., . .j'~;i.ii.~#N;'. ",>,,,:::,,::,. :OI~\Rl 1 n< ~IOOO II U \ . \. NOV 7. ILL \L:!J , \ , J \ '-'" - L--';\In OFMENl ''p'NN\NG 8, DL-' - . p, cERViCeS \ cn'{ ~F CLEARWA1ER t.. ,~: '_" ,: ;,'.'.'. '. "_W.':,;f) ,.~~~.. ~~/olJ . :;,?:.~;~.~ "."..1 J~'\:1~~~trIJ:l~[~1~~i;s',;t;?f:'\1:~'!,:;,.~iij';: . ,;" Oct OS 02 10:15a III Sent By: WALLER/MITCHELL; r- Scherer Development ~ 727 848 4183; -, 727-538-4211 sep'27o~:07; Page 8/12 p.lO ....,...., PINtLLIIS tllUMTI' nil , ~,. ,"1:1: ,ak IlRlll '" DI i ~ " ..- .... ..~~~ILstt~lAr:::~ 1lNt...!!..L ""ALe ~"::" u__ ~I!f=--- -~..r :&~ t:;El __ ..~;:.... .. - B~~ . ~ U~ - - . - In" S- ..o:::.=r....-..--.-.-_ ~ . ...._ _..... ~.. ~--. .. ... ~ . ~ . It o <( o Ill:: ~ ~f~o ~lbC! ~t~ ri-'- I ! ,I ill l ~ . !l- ~I I~ '". l-.-".-...._.. .......~. ...... f.,., \': rf ~ .~ !t7 f '.~ . .' .. ~ .'. . '," . o' ~ ;': ~: J:". .. I. .... -. . .. "~NL ~._... ="..I'.:I :=&.. ", " "~. "~;~ .::,,":0' ...s;;....... ~ ""0' ......., ... ICtIl:n. I&IOCM .. .......,. ....... ~r tl'a., IIC....... 1/1 . "..,.... .., --.s.. .. ........ IIICl ... ..... -[lIMo...... ~ 1IIlC.... ~ M ~ I&CIlI at ..... a.r. fI MftDlI II. ..... Jt ....... .... .1 lM!. ....... CIllIItot. ---=. ...... _ IILDC 8( -.....~......v.n.r .'P.......-.c .....,IIUlII:" ...._a... ~ ...... .....s. tIlT. IJIUIIIn 'IeI'.r: .... ........... .. ... II .......... -...-.... --" -- -. _.._~--... - _.or_.. _ _.r-. -tal! __ __. -. ........__ .......---.. A.....____ "1IC__"A_ -......alm - -- ...-. _.... _._.... _ 'to": - --......-... -.......-. -lilt. _ _ __, _....tI".... _ M: _cr ~__ __ _ lit "'" -..._ ., &, .......-...:c .. ,..,., ........s -.. ."Ulr -.r; tMDIrr .... ....40'... eat. ,.. fID _. ............. ~ WI.".... III' ...... ....... J , i' I -- ""0 ~ ...- ...-:: ....* ~ ft.,,' --, _u.'t -0 - "'.. =- ;: -- -'nA I -- HU""6'D'-C , 20:'0' Sag' "6'D'''W P.O.;. _1llIIO or JIll: S w. II. ar 1M( 11.(. .,< D< sea... " 120.05' ~ ~RC"'39.2"- ---.... SB9'..S'O,"W .30,00' ........ ...... .....'" -- [... ~rJ' - C[RTlf'ICATION II'Z -- Of""~ -- "'.in7>-2 Il', "" .:..::.....,. ~ i I h t,. ~:,.' ~, ~ : ..... I I I r ! 1 I I I Oct OS 02 10: 15a Sent By: WALLER/MITCHELL; Scherer Development 4IIt 727 848 4183; P..-...IO r.... / ,.......-....P-.,-_... hugIa L. HilIlIn. f.., 2'557 NufRfy ~ 5uiHt A c~. Fbi.. 337&e ,"71507-11550 JIUi _"Ell liSf SfU7 G-a_ S I ... -'---~r:.... c;...,.,55 .... .. ~J!l:! - 02-'10,.,5 "~13i:= "" 2ZlI3 .11Cu..~.... mDftDld!l Bttb r I~I."" 727-538-4211 sep-27.dIIIb:07; Page 9/12 ro. 11 0IIlfDl L K lUYo!i. ~'" :':: if;.;'"' PJllLLt6 tmP.;. fi.:!r:~ ..-.....--.........-...--.... .......... -~:'I; iIj'i5-';':'2: .c,=:~;:- !'>( ~l In.LV:t.l'F.~ t"~;-': It.t;~~IJ~ """J'" "':,' ''=:' ':.' . ,.; '. ~D~ ~~ ~:;':i:-'. ~r."" '" "j;~..::; ,.1' S:W .. [.x\:~ !~"~)'.I: 1 1::.\:; LIE.; ;,UNfIU: -it: ... IllY '''11.;, .'C'" r:~._..<<., ........ (.;.k\ t;,:\\.w t{\:, ."'........"" ......,~..., .." VNI . -.:...- ..w ....~. .-.......... &11.1....... ".~, ...,............,.. _,,__if.. -.I... ......~..,d. '.-1\.'. ~,.. ....,...... ......,.. I"" ........,. ...."". ......... ....,,~........ .~....... ..w "'ttL&-~ ...... 00:...... ...... "........\.~.,""'-''''.......4I:(.-....:...~ ntIS 1tIDENnIIIlE. - lIl4 ~., 01.. DI2 eETWEEN Iltwy c e.......... a $"'fIe fIeqcn 1'"OI.......IGl PIII.IIK~. SUlItat F~. 8rUI"-"'n RaIlG O"...,_llCa<p.;a F..... CcIIDoJnDIl '.(;r.....1. '""'oM a. """"'" __ '" HID US How\I '9 NGrIII. &.I..., lDO. CIH........ Floncla 33i&3. ..,'~,.!lI.~r.y".u..., c.,......... ...r --.I .. .....~...II.... .Il',,~ "..._." 'I"" I~ c'S.INWaiand ."'"1 plrl"" ... \.a~ 1iIl.'~T....... It. Cir.1Ml'~ ... h:aJ r:ml ~ 1~...~"\:. &Jk. .......i,ot ..~........~ o1C........k-.;~....... 1.'f.llllrJ. 1u~""J "lid """I...li'....~". hr_.,....... ....., ."i_ ~.... ..... I........i"!: ......nr.,....... "'-=. .,..;: /II1II ",ill,. .t~., ....~ ..r .....~nJ." ~ .,t J IN,,*-,. ,.-.ir" 'II.. '1..."11 :,11. r,,,., "I' IIIl: !\o_ -;,. h..... .... dw \\'",. 1.111 I~...; ..,' .",. S..glll...... . .. "f .... '''"bo:~.. I...... ~I~... '-. I.......~ir- ~IJ ;;....1.. 1I.1hp1: Ir.' ''''1. U'SS .\~" 1 X('FI"I' I'''' \l..., ;"16.....Il1o:.,...,' ~hj", ".......-<......". ~lri~...'I..... :m.' ,,,",,,""'It.i.,,,,,, to" "''''''''.lItW a:n,', ti.W' II.... "-;U ~....,: -.I"ho.'f"~Ih-r. . "\I,,.Ii.......... .tr.h,",,",,,.\ la~ "arr..u ...", .M:........,.u." 1ad..:ltOll "m.......,..... .,,,. \iOI"'" ~ ..... ........... .:bi"'''',,'faU I"l'~,tt... k t.......~ ..... "iI-........ -c:tk:.l "".1 okl;",..,.. ill ...or ~""...,.. .!\l ""nll'F.Ii.'i ,,'t..:Kr.Uf', t .r....".r tt;o. lto:";..... ""Il.r_....' 1"1.1'" IIltI ......1 rllt...", ,...4 ._ I"'-I.""''''',;''&:'n, . . ~y~,~ 1""'I__R~.O.. j). W~ ~..__..~.. ,........,......, DauolnL -.rt '''Inl.__. ~....___. .._._ _ . _... "., \'11, III- H.(lllll,., t III '~ "" II""I:'I:I.I.I..-\S -','" ..:;J. . ... ~....' 1:. ... M:.~ 4, . Co ..nd'h~,... ':,~~" \\Mttll'fti-.:o n",,- '*"' t h,";tf\\b&I1 J J."it~. ,:..i'.J . 110.> Ii"'lhoi"tl IhNII....~lI1 ..a. ;w~...m.....""" 10.:..." fllr: lI,i. __~ ",,~..i 11I1~, ~l"t:, ..~ :\I~ C r l:UlM"-:"". ~ )i......~ ......"...... "h-~ ... "'.........all~ Lltal\'" kt .... a.., ...... ha, ,.............. P."-"S' f-......!..l. --.._, ..,o.lIIil......I...../. 71\~_ ...._... IJ;;':~ 1.._ .. ~:i~~-:':l' i:"> . llflolIW r.. UiII.t - ~. ~.CC"I'IN :::. ., ~~~"I 'i ~-:. . '.. IlUMMr.........c... j_. ~.. . . , '1" .. 1;i't.l.'11/Jt ~:;'.. J,....rw . 0\ ~'" ______ c..:> '-10\' _ ~'I''':\lt~/ S~.._.tIL~:&. DouaIIs L ItiIIIIn .-:-... " 1..i..I_....-~---".......--rr.. "'_ \ ~.h t .,_..i..... h.....".____... '. '. '.~ ..' ' ~~-,[1 "1_ ~\ \ '.,,; '". '.--' .' p'MENl l . "..._' ..\ tr-\ (\ . ,,'I i." ""T "':,,~I'~~~~!;!~\~:f';; Oct OS 02 10:15a III Sent By: WALLER/MITCHELL; \-..-. I .' Scherer Development . 727 848 4183; 727-538-4211 sep'27.0~:06; Page 10/12 p.12 .... __.. .__ .._ .._..8_.,.---_. I QUDt r. IE 1UIIIl, lUll II' /IIKI PI~ IIIIIV. fUlllA - .--- .., fl-31-_ 13:":;W JIftl SI. IP'IRIIII .. 1I:Ilai7.K Jl(:E 6:1"" EI'fj:'."l __. JW8 I IIS-m III: If. - 11Im ] tl.!l?I.Cll 101M.: 'I.~.ao 001 1IU.JDm[t: '1.~.m If _~~ ~ai. 1.00 Ol!-e..2tf JLV-:II-U02 1,.'7,.. ..IIlEI.L'" co .. 12" "II 153. ---....................... .---... ) - PREPARED BY AND RETURN TO: ~ Jo..ph J. 50111'I1, Jr. JOlID,tl J. Sonrta. Jr~ P.A. 211fOO U.s. Highway It N.. Sullo 504 OIealWelar, JOlIIIIltIl 33781-2186 Tel: (727} 796.1557 TRUSTEE'S DEED THIS INDENTURE madlllhis 31'1"'0'_. 2002. belweenthatCIIloWlngn:lllleCl piI"ies: QRANTOR: ./QIeph J. SoIUt8. Jr.. &$ TN51.11 01 FIDJtdIa Land TIUSI ND 17286 uncler ""-"1 dallld August 1:1. 1'" ORANTOR'Ii ADDRl!SfI: 28100 U.S. HlgtMay '8 Ncmh. S.... 504 Cl.mwater. FL 33781-2885 ORAHTEe: Hampllln RoICt DI\/lIIopmenl Corp. GRANTEB'S ADIHIE&8: 2&133 U.S. Highway 19 NlIrth. StIIlIt 100 CIonvaler. FL 33713-20'" W 'T N E SSE T H: THAT GRANTOR. lor and In GOnlidllrallan al TEN DOLLARS ($'0.00) and olher valullblD COI\tidelaUan 10 It 1ft IIInd _ bv Granln. Itlt .... vmereCII ~ hereby .eknowleaged. does hBIeby grant. bargain lIftd ..II 10 Ora......lhe 'olIowlAg deI1:liblld prop6ltlr '" PinolII:; County. Florida. 10 wi!: SlHI.'lacned ElIhllll -A- Also dlleIibed all r.. Pa~ I.D..'7-Z8-1IHlOOOO"3000300 end .7.28.'.ODODO.'3O-Of,O InlJlllhe' with ~ ......,....,... he~ts and eppllltlenanCM. 0le"1O, belMgInv 0' in anvwlae IIPpenainiftO. lubjacllD: ,. Condiliolll. restrictlDIIS. Iimilalians end ..../MftIlI 01 n1COId. 2. Zoning Dfld building ol'din8nces oll1er gcMIII1IIUIntal regul8llons. 3. TaulO and 1I.....ltIItnas 10, yHr 01 COI\YDY_ and subsequ.nt yelra. !J TO HAVI: AND TO HOlD IhIt came unto 1118 Gran"e end Grana..', heirs p,\.!.:r.!'I-:";and...,igns klroy.r.ln "e simple. .........eJ .c'-, ~ ~ :;,;'\;':'l ~ .,J ..~ -. . 'a..,~ ,.' .. i,~~".~ '..~. _.. p'..~ . . . -.. l.\~~" . -.. 't!I) ......~~'" ....I~'. 'aram..- I. used 10' lingular arllf plllf81 as 1M conlolll hlreol lequires. ,., WITNESS WHEREOF. Granlo. he her.unIo.llillllldhS coal 8. eltnad:a~ . ....... ..." -' \ r~'-"-~~\. ;-e ('::~,_: I! C; \\O'lb\~b II r~~. \: \ \ \' , " . \ ~! NOV 2 , 2.OOl ~i"~' p, DEVELOPMENT ICES ','Ni\TER '- l Uct U~ 02 10:lSa Sent By: WALLER/MITCHELL; Scherer Development 4IIt 727 848 4183; 727-538-4211 sep'27-~:08; Page 11/12 p. 13 , . - r -..--l I .no year '11'Il above wrln8n. SiglMld. ......nd wllnnled In our....ce: ~ ~LZ~ pltCl:UA5 CO/,llol'" r,,". DFT .K!:.8\t Ilia Pn ".0 l twl""..-e: ... /... {lit:' / IAsrY",1 ~:......"(o. TlPn,.,.. """_D k~ ~'v~ ....1U.'~ ~€(( ~ /)14./1., ",,',;' _la8ay_o.,._n... _a'_1I STATE OF FLORIDA COUNlY OF PJNEll.AS Tb. Iarego/ngln5ll'Umllnl ".lulI:llnDWlHged bdlnuMthIa 311,d., III Jul,. 2002. by JlIuph J. 801'Ola. T...... Glthe Florida lAnd T",.' No. 1728811TM1 AUflUIl~. t 1184. whD is peuDftelly knowD to me Dr "...--produt:8d --.........--. ___. ....--.-. ~1Dft. .L...e~~ "".'ure II' NDIaIy PubIlo Prinled Nottry S!gnWI. SuI: . ~ ",l ....... ) ~ "'1~~1.':':J'. '....L . .a.;..:* .............."nw. '" '-- ..... '''_~''~'''''''-''_,,~;~:-::-, ii','-- ',~ \'7-=-'; \ _,,\"; _ _~:~~_; \ \ \ \\ ,.."........\"-~.-:.'\~' r\~'-'\.J ~. ';~'U '; ',~_ f-~''''''''''''' ,\ l '- 'J \..---' '" \tl~ '\ '\ \ '\" \ \. '; \ ,~,,".,: < \ rnrf) \ \ r~. .,""\ \ \ ,,\n'N t') \ (.\JU&- \ \ \ \ \. \'\u L " ' \ Nt '. \ " r:lOl'ME. \ c.. OE'J,,- ,\I\I~r:S n r '~'. .J ,.,' c. '1 E. l' . .; r.J".\fJ ,1\ .1 . .. ! ~....:,~." ...."...,. . . ," '.' ;, . '..'''., :1 Uct U~ 02 1U:1os Scherer Development 4IIt 727 848 4183; 727-~:::I1:I-4~11 sep-27.0.08; Page 12/12 Sent By: WALLER/MITCHELL; 1- --- ltlNtUflS CCIUlf'Y 'LI'I. DF'r ,AEe ,I<< 1I13S PO '84' II If 1i1Ih1.b1t; A r 'I'll.. Nor"'. SJO. {oot of Lbt!- {ono"ill!! des:crlh.d parcel lcs:; ;t lO lDOt. Sll"l~ rlJIllliR9 IlorLh Alld South un Lile tlestem boulldarf DC tllp. IlUlljltct, pro~..rtl' IHlg.1nlling at It ,teint l~ feet North o~ t.h, Soulbern bOlmcl"ry oC the cont&guouf; "nrc.I; TIle !:ARt 11'(> r.et oC to.... fl.." ~~O (~et. lc:.... the Ilortll 2(10 [...,t end Ip.!tf' till" lfl!&t It' f~t ul t.... !lOlltl) as {II!!'!: or Lb. Morlh ;'10:; r..l t},r.I"("t.,{ ; 1\1,.0 t.he !i~lth 15 raCt of tbe 'oIol"l.h !llO feet Dr lhe ~o","h 1 UP reeL (It thco I';a"t 1311 lCCll, aJl in t.lle 1::11 !I of tll" NE II ut ll".,"i_ 17, T....,..lol.',' :P9 f;otll". n."qC" !, U.st.. in r.1ft1!'UaB CUUllt\', t'la.-hll\, 11:../\ lI_pt.e", ""..,I ri~,"l-Dt-WII\'. h15D .1e!>cd,I'l':I' UfO Ct>ll_r:: Dogll) [ro.. Lloto CI!'''LOr of r...,,\: lnn 17, 1'_nshil' 2" !;n"th, Rl\nue 16 F."O:l. pinell.." County, rlDrld", ....d ..... th..""" ..1ul'" lilt: U-S c,mt"l Un\!' DC the ..hl r...c:tion, Illso t.hr E.iqht-or->ill)' =1It..,'Un" 0: 1I....lOll lIolld. II ooo"O'IJ- ';, 10::n.oo ,,,,,t: Lhcnce 11 a'-'IIi'Ol- &, 2~..11(J fpl'L to a '>Dint a.lORl1 thll' "Do:t.rl~' d.)ht-u'-wll~' Ih,,> uf Lhe sald .......1._ Ra.a 'er II 1'.0.1\.; t1.....CCt run "lo"g the lMld riIJIIl-cor-way Ulltt, II 00"20"1" U. 1!>.Cltl reel: L.I\onell N n,",u;'n}' t., >>tH..DO (pet) t.".b~ tl 1)0"21)'1)" tf. l).H fCJl't: d....nG'''' :: ll'!'-:;'7'26.\O- t:, It'.OP re!!'t, tllc:nct' .. 00-10'1)" I~. 1r..PP 'I:'et: tl,,,,\CC!' II!lP!;7'ZC..!I" 1':, on.C\n felOtI .....M.. 5 (lp"ln'lJ" It. ~)o.o.l r....I" U''''>C:'' II 1'!'''!J'''Zr..,- W. 10tl.ll[\ r..L: thOll"" 1100'20'1)" ":, .n(,.Olio ((1o(,L'; I,h'lIlec S If!''4(.'(1)" Ie. ln~.ClO r_L to U.~ ".O,P" 10Rs I'MtCEl. .0.. hein." U". 1\(0"', In '....1 uf l"e SOUllI IJ"D~, reeL or t.he Above described tract.. Jnl Tlu 110rth JOt'. of tl.. SOllth 1.02U' of Lb. Weal 110' oC 1I1~ :;W~~l uC the 1Ir.J.(1 DC S..ct.lon 17. To""ah;" 19 :;'IlUII. RIIllI'~ 1(' r."nL, ",nell.... cuu""" Pl"~\".. '..8 1I.._,.u,"' M....t1 ..I.., Solol.t t~...1:. ~l... .....e..U.... At> '"lluuD' n...,i.. (....a III" C"tll:ot Or lOv"I.i.... 11.. "11"'1111111' 2\' :;....\.1., fl.....,. Ie; &.."". rillelle. C;VlIlIl~, rlO&'lolo, 4..,) ("" t"e".... .10"'1 the "-$ ee1lt.u:lillf! O( tll.. ..Id Sl!!cLiOIl. "laD IIII' p./w Cltllleclille DC Ha..ptDll "04d. I' 00"20'1)' w. 1 ,02U.I)O' : L1.....<:.. II u......'.OI. &, to . point. alo"9 t.he e,...t.rly n/w Jin. oC &I... _iet .......'.t.OI> "oed for _ ...C.D.. th....,,, roo.. II B~'''G'Ol'' E, 10S.00': tllence S OO"lO'IJ' 1::. ,)110.00': . theftc.. S 8W"46'U1' N, .lOf>.OO' to the ..ld .."t.el, R/W ) I"" Dt ....pton .NII. ellenel" .'0119 tll' aahl HI., IIn". II 00';ZO'}3" W, 300.00' to th. .._o.~. I..... PllII2L "^", be1nq U... SaIIth JS' 0[ the ~ delBal:.ibf!d UlI&::t. JAlZlS IUld 8ll&:IlPt1 . A lutp or 1_ belnJ tbt Weal 10.00 Ie.. of thel INrlma prupert, dckribcd ill OUlcial It.cards Do. 5146. OJ&,.. 2JZl ud san. GO P'" 2131 oJ the Pullllc Muanlsof Platllas CGIuoy, F1orida. I)I.IDr willlta 111&0 Norllllul 1/4 of Seelioli 17, 'I'OWftI.ip 29 South. Rance tel IiAsI _ tIUaI .ore pal1Icu.'-l)' ....cribcd IS 10110111: Couuae_ ., die Soalllwflt armrr 01 dI. Nvnbc.I 1/4 ul aakI Seama 17; lhellCC Nrrl9'zrw. .... die Wmlble or.. Norlbeul )/4 a{ IIltIllICIlen 17,'ot 13S.oo Ice,; lbeace. N89'tS'\l9"B. far 20.00 'M'1o tal 'om OF BEGINNIND: theeco NCIO'I.'21~. 1I101\C l liM 20.00 I.., e.., .r ..II pude110 lilt Welt Ii.. D' _ Nonbnat 11'4 or ,lill 5etdlllL 11. far _.00 Iecl; tbellCl Nl9"46'S3"E, far SJllI (eel. ,,1lCe NlIO'Jnr'W. IIouIl , U. 25.1lC'J r..llIIt of Dad ,.,.uclKl the Will U.. of ilia MtIItIleuc 1/4 of III1d SeClioll 17,Iur IS.GO leet: IlteIIee NW....D"S..or s.oo feel; ~SOIl'1nl". allNICllWe 30,00 (eel Eul of ud puallclloO IfaIeuId WI., u..., for 31lO.l1O f"~j ....... SU"4$'."W, rOl 10.00 fotllO IIlc POJNr OF BI!QINNING : . ~.. ,I'" - l I /\ '. ( ~ fl_.__., : L:::____-.t. [l::I1O ~ - N :> o :z: -] -'--, p. 14 ~ a: W f- -< U)~ wa: Uifi 5...J ba:() Wu. U)o ~ o [ . PARCEL B . ----~-- ~. (, \/ '2. \ "lJ\J7- \' ~\)\J \ ...~ ...-- -- y-,\G t ~-~\.I..\'-~\''' \ ~~"~'_ \". i \ ' \ \ :, ~l \ \ '. \ \ \ ) J \ "'.,..J \ \ \ . Sent By: WALLER/MITCHELL; . 727 848 4183; Feb.18.02.4; Page 2 , W ALL E R, M IT C H E'L L & BAR NET T ATT(ll\NL:Y~ AT tAW D.l2 MII1N SlRi:ET . NEW r:>RT RICHEY. Fl(JnIIlA'1~;L . TI;J.IiI'III.lNt :;~i) ~o.nuJJ' lAX Ij2111HII.11lIJ . (lIcr,J J04.22un .....,lh..l.IJUi,.~CrcJ\lI'...t~e1' ,UIIl ROI./lNO r> "'" ,\I.I.FR lJ..,J r..;""J..J ~cOl ~1"'1o! L....,<,. ....1.....1 ...1'I1111"....:.c....'......,ll~, 'C:,'Jt'l" 'J110MAS W. Mln.':HHL. JI( h.1t\ ,.,il.1..h"110,,lw.fll.....u,1Il !.\UVCJU Y II. MllNIir! h,," Vi:, J) hil I nt t to: ,I Woo.all"., . i,;unl February 18,2002 To Whom it Msy Concern: Re: My File 20708.01 The undersi!Jned has made a search of the Public Records of Pinellaa COUJty, Florida, through 02/04/02 at 11:00 p.m. as to the following de~cribed property: pQrcel # 17.29'16-00000-130-0100 LEGAL ATrACHEO OWNER: Limited Proporties, Inc. a Florida corporation: Ja nes F. Burns I Pre.ldont P. D. Box 4946 Clurwater, FL 34618 by virtue of that ~ertaln Warranty Deed in O.R. Book 6360 page 2182, of the PubJicRocord!; of Pinellas County, Florida. LIEN HOLDERS: I~one TAXES: Roal Es\ate Taxes for the year Z001 were paid in the amount of $775.57. Subject to easements and restrictions of record. This report undertakos only to show the record jmd does not attempt to paas opinion upon the validity of tiUe shown. This report is prepared for information purpcses and the responsibility hereunder is confined to the party for which it Is compiled; and no acceptance of nus report shall evidenco agreement with the undersigned that NO INSURANCE IS TC BE ISSUED THEREON, and.that in consideration of the limited charges therefor, the liability of the undersigned for any negligence, errors or omissions with respect to the conl.ent thereof is limited tl) the amount chargec/o ----=-:--:--\ . .//----,:-" \....-., " .,<--~- c. (1 \. f.--J ,.,... "" __-- r-~, '\ I \ ~ \ '\ ________ r:~ ,-....~ \\ II \.- \ \', _../- ?11.0'\.'~' \~! b\\ 1,\. ,....--""--...." \';::::J \\ r'...-"\ v .....\ ' \ " .'.. "-. -.'. '..\' \~.::------ \\.....'vJ ., \. \ ':, '\ \ IC::J _____'. \ \. " '. \ L.J I... \ (1..\ \../ \\n \\ ~ 'l.\ ~ _. \- 1\ \ \ \" -------= ^n~\ \\.J \..<\___--:QE\ffJ-01'k- \ IINe::'< "r'-S \ ?\, <. c'c.P,\i\.-.~\J.~Ii\\C?-_____- \ ..),..- C\ f~::.r~.,--\~_____ \ . I n\- ..c. .__-- rl'" u ___~. , '~~ WALLER & MITCHELL Roland D. Waller, I:squire I .) 2'd tt2v BE:5 t..2t.. f\30 ~3~3H::JS eS5:S0 20 8( "oJ.J · Sent By: WALLER/MITCHELL; 727 848 4183; , ............-- .. ,",J '.0:.: bad ol. 'IWIDr " ',,'j '\1 .' _. P.O... 1.01 , .' . o-l:c1', n. 3.617-1111. I 2." I 81-1~1260 "'~ 30. 1"5 SI~I," ,........_....."" fZ'Cld.1. lflldar _ P.o... 180l t'JarDalOt'Jfi,.JtRii=u-., lno. --....." PlltlLW CCUJIt'Y ,IJI. OP'F.UC." 900'6 PC aU --....." III IIItC'lah I~ It,.. .Ie. CJ .... ......lIitIfJIIIt...lIIIll..........'_...u.....__..a. Door . ....I'!d. ..", , 1'/1. . II!!\' . ......-....--.... .~.............'.r"*I'ftIICt_...t"......_ "'l'AI. (!1}is Jnbtaturr ~:'';:f~='.=~I~~''''..~-=,,~!::= ' >rO ,. ...!r.......~..........~:.s..~';;..~"'-;;:;"..._ ~AI ,.. ... "....,-;;ii;............';i;f......._.. .". *' .10th .' ilf ...., IdlItrb b M. IllVUt.llIl, Ilf\ ~1d&bI, .t. I~ .. .9 ~ P.lJlIlUu .14/"".t~.," . ""U' ,.,. J/Il.'. .. -' .."".. III r.larJilll .! I'" Ill' 'i I JoIIlltcid J'rqIart;S.oa, b., II ,.larUtll capcr:lldDn, t'.O. II1:II .,., ~, I'L W~= Ii .,....,.. ,,' ~ I4/J~""" ttf J!!!PDAl\r.lba mt.1It~{..t"~ft:_ /I ....4~ Mr =t: 1II"~5i .""" 'II I. r"""';,.." ,IIr ~ """"" .S......... .. ~~.., == -' "'fII/OWfWI" .........'-=h.. I11III _* .If1/1w""".,.,...., ."., diIIlllll "'*"'*11*''''1111 ill.,.,,... tINtIIW"" .JWort _ aI . .. ,.../II,.f)lliIlI'lV' IUlPtJ IIIwIll IDf,lJI tIaI ClIo GlIlIIIr 12~ ~ 17, 'DIIIUIdp a Iaaeh, PIllIO %5 lUll, tnUu lllIanl;y, ~, MIS N' .... IIlana tho till ~ Of .u4 -=a IUa tIWI I/IIIIIItGrUllo Df 1IIIIpt.. 1DId, 1/ 001>>'13' It, no.DO'" ..." .....'01. ., 25.10 ...., to. paS. at alaar.r ttIl --..rJr l/It UID at ..w ... IDII1 .. P.0.8., __ IV\ " n '..01- I, lOS.OO 1alIt., tMID" OOIIl)IU" It D.OO fat., -- . .....11.. W, 1 IS. 00 JaRI co lAid IIeIIt=1r aJr UIIll all ..... .., '-'1I1Gn9.u.", 1 IlIA. 10"20'13. I, IS.. tift lIlI .. ..1l1t 01__.... lJlWJ ". . -..atl_ .. III ,t- till ___ . ~ .... j,. the ..~ ~ DIIl1 **-" t: IllIlUt'- IlUItlo ...-e.a ~ 111/>>'" jn 0... IllaI!. I.JIIJ, .. 218:1 01 b :lub1ic RIadI of HIloUu CaIalIt:y, rlDcWA, ~___IWrtt~"NIIMr. tart of 1?n'J1~ClDIICI/.UoIG4G1l II ..... .. IIlIlh.._. .....""" .""..,..... "'___""""""'111' I" ~..........---- -.... MtI.IltIr. -- -..... .-.-1/1....,,,.,, 1/1,.,,,,,, ,.;i;."" I. ./11"'" "'...., t:!!f".. """'" at "'11 tI/-IIIIII,.", 1/1"""""", la ....... 1II!1I'IIIl....... ~ ..., IIrr ~ "., ... _Iff Ail ...,....,.. fIIIJ "." /II1II........ _. ttl..,b. hi.. lid IIdb1l1" II Gl. "1fII1.ctl ~H/~ MtliJ'~ ~ .--.,-- 1Iiw. iJ. ,...., .~ .,-&---. "';J ~ "'............. " .. ...-Ut-_~.."'~. .~ ~'l- 1..&. ....M. ~ ' ......... ...... ..- -;... I 'tI ...." li L.N. ~__., 1I.'1111ll..:...~-.:-- --;;ii"" ' I", '; ...., I'M.' I. , ,.. ;. .' " fl,_.. I' .It....... L.S. L.S. -...-... _-",-.1" E'd IlGV BES l..Gl.. Feb-18-02 1~ Page 3 --'--"~ . c. -----::.----. \ .. " . i?0'W; \\ '. --..., . ~~ \\ . \ . " \ \, f--"""'''''''. \ \~~",~ ,~,-j] .~: ~-----.- \ \ \ \ ') -./ C \ l' -- \ " \,~- / '. tfi\? C-\ ' W~N 1 \ (\J\J- ^30 ~3~3H::lS ) .J ?\ ", I t\.~\" F"B __' ;.\".'" ----- ;,..-- e-l..S:SO GO 8: "C~ Oct OS 02 10:13a III Scherer Development I. 727-538-4211 . p.3 '- ... J KilRl..ID{ F. DE IlUUR, Cl..rn< If lDRT ~ tmm, FI.OO1XI 9lt)46211 OB-fr2C02 1b:23:0'I PAH 51' DED--CARlITIm' 01lXl55 . , 111:023019'16 Bl<:W60 SPB:2253 EPG=22i3 . ImIDOO 001 MlS 1 $6.00 DOC STAMP - m219 ;) S2.PhJ.OO f'lIrcal Tax 1.0. No.(s): Thls Il\$trument Prvpaced by and Return 10; Douglas L Hllkert, Esq. 2557 Nursery Road Suite A Clearwater, Flonds ~764 (727) 507-9559 FIl.E NUMBER; 1656.6647 /~I' GramM! 5.S. No.: Nama: HIl/IlJWXl Road Development Corp. GranIIlllS.S. No.; "2002 4 ~ea1!l1 Name: . 'OS-:aO IB7Bc6'UGeKl!:312.lBO pG 2efi:3 PI HEI..\ii\\IlllIlU11I\1I\\I\\Il lIamnrty ilttb (SIal1.lU>lY fonn) TOT"-: Iml< 00'. TEHIlEkBl: OWE' BY *- JlEPUlY a.W: $2.806.00 52.80&,00 tOO (W_r uoed 1Ieftin, 1M COrm "Onntar' ..d "Clmnlee" shall indudc 1he bo:~ aelSllllal feo_1Ilivu. IIUCClSSQ'8l11ldlnr asslll1S pfllte rlSpcclM: panies hmIo: IlIe use oflbC .inpIar IIUDlber slIaIl include the phnl, IIId tbe phnIlhe siQauJIr: II.. uac: of my gender shalllncludc all pndcn.1 THIS INDENTURE, made this ~ day of July. 2002 BETWEEN Mary C. Caruthers, a Single Person, ("Grantor") of Plnellas County, Slate of Florida, and Hamptcn Road Development Corp., a Florida Corporation. ("Granteej. whose tax mailing address is 26133 US Hwt 19 North. Suite 100; Clearwater, Florlda 33763. . WITNESSETH, that Grantor, for IUId in consideration of the sum ofTen Dollars ($10.00) and (It1u1r good and valuable COllSideration, to Grantor in hand paid by Grantee, the receipt whereof is hereby acknOWIL'C!lled, bas granted, bargained and sold to Grantee, Gl'1IJItee's blIn IIl1d asngns forever, the following described IllJ1c!, situate, lying and being in the County of Plnel1as, State of Florida, to-wit: The North 200 feet of the South 720 feet of ~ West 130 feet of the Soutltwcst 1.14 of the Northeast 114 of Section 17, Township 29 South, Range 16 East, LESS AND EXCEPT the West 20 feet thereof. Subject to easements, restrictions, lIIld reservations of record, and taxes for the year 2002 and thereafu!r. And Grantor does hereby fully wammt the title to said land, Bnd will defend the same a!.oainst the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, Grantor has hereunto set Grantor's hand and seal the dsy and year first above written. Signed, sealed and delivered in our presence: Si~J~ Prim R?;;!;;. It!t~ Siin It.. . Douglas L HlIkBrt ~ e_ f!.,~ Mary C. Caruthers \(''''''''''' , 3~2g Wind Chime Drive W _ '\ Clearwater, Florida 33761 \C ~\\"n ~ \? ((0 \? \ \~ (:::::J \ ,\..-::) \1 r1 \'''''--' \.l - ----I \~ \:::>1 \..----' ____ \ Print STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this ~Caruth=. a Single Person, who Is personally known to PA.GES --=-10. ... - llS identificat~on). ACei' . REe . OR2~1 :, .II' I., -'. Douglas L, .Bi1kert Sign it( \CaaunlaIDIIIII 0lJ "I'm' INT_"' . '; Ezplrel JaJy J4,2003 ''(1 , B.na.d: T.... FEES----:. " AUau&l<<ll.lIdlIIrco........ MTF~ :~~ 1Cffi\[ . . OK aAL___ CHG AM! _____ Print DDtlglas L Hllkert My Commission Expires: Oct OS 02 10:13a III Gent By: WALLER/MITCHELL; Scherer Development '~ 727 848 4183; 727-538-4211 sep'27-~:04j Page 2 p.4 ~ I w4~- ACeI _...0 RE::~O~-V 1)11:1" _- 0$_. .. ""Jr _.'~'" r-!::E"3 __.~ . IA"l'f __."'. ~'.C .."_ . ~.~ -:30 T(tT1II. :t!.... tIC I~\L ___ c.'~G,..Mi .___ mlI.EfW f. 1( am. 11m: /J' (!PI f'llfJ.LAi tUf'j. ItlRlllll .----..-".-..--......-..-..- ~I~ ~JI,Y! "':'I>:~ Il'll !oj ftD-t IHOO IJt'!rII[S III ..., '.:1'3:!9!17 ":Ii't.'lU 9li:l'!IJ 6'Ii:lI'll 'tDIIIJIj ~ PItiS I liMO OCt 51,!!!' - iJ:!/9 ~ t.1\) 1) ~ fR ~ h:IM.n__lt: ll". D. Wallwr. E,,,!lMS W2_laSL -","IUs"e,.FL~ Fik Jol-"'r. 2.,.. Will elll No.: I , , I ~-Jaa... SPT- ,-iliiif '7,.3M I PINELLIlS CD lie 122111 "II UO ! ......... i I i I J I I J I i IDJI.: !."l[lr 11ill'. mmtO: all DWff; !J7..---- Pol\"" I!IllX ,. , \ ~ ; (. ., '" .j ._IS,...~......l_.....~IWN Quit Claim Deed "1m. Q.i. C1ai. DrUl....IIok~Ifh..). eI Jooi)". 2111 W- ......, "",,,.rllu. 1.,_.. 'luiIlI hIt,..._ ..ltese ,.... ./liu -'0" . un .It,. ....4.. ... ...... ON_r. fL .N6II-DlD. ~. ..... M.._ IlMd DettI.,._ ....... a fill...... ",p.r..... .......r... D/Ik" adiInM .. UIJJ V.S " It. s.... '1Il. 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Stptd. talnlllllll......d i.__. .,-:%;"1:,'1,1uJIl 'iJ- WilaClt NlMr.1Jiu [,~..cJ. . . .~. ~. ..~ I ... _ IV. 1itIIM:_ ~"''''~'''J, LiMlikd 1'IupctIin.11IC. .....'.... .... a~l...m. . ,,/')... ........... h" ..... ~'"1~ .... .' ....':. ~~- - ~.~ .1 . .".... O. .,J . 'r':':..:.: ........... ..f:' .:' '~"'..:, ''''.:;J~.~..,...:. .. IC.......CS...IJ ...' .I ." ""; . '. . . ... , ." , . . . '," . 1....10). $a.1) ;. .....,. ..........;.l ..... I~ ..'~.I'., . ...., .~~':'.,.... MyC_...e."..., ---l .i .u~ fU.:'O ..00 1 , I I I I 1 I /1 I ',-..,. Uct OS 02 10:13a III Scherer Development ~ 727 B48 4183; 727-538-4211 sep.27.~3:05; Page 3 p.5 Sent By: WALLER/MITCHELL; r. \ .. ~ . . ~ COUNT'l' F'I.R_ P 1~L.l.ftS 1220 1 PO 22 \ orr .R~.'~ EXHIBIT " A II I I IlESC1Ul'TIOH: PAlleEL A. BEGm noM tBl Ct'.tlTBIl OF !menON 17. 7OVHSDll' 29 sotrm. JW(CI! 16 EASt. PDIEL'L&S COtIlCD. l'WIInA. Bn ltDM DE1IC! AtOBC DE N/S CElttE1lLDIE Dr SAID SECTION. 4SO 7'JIE a!W cmn:JILDIE or lWIPmH lOAD.. R 00-20'13" Y. 720.00 l'III!.r; 'DIEIfCt II .,-4&101" E.. Z5~OO J!'IEJ:. '1'0 A PODrr .I.U)RC 'I'D W7JiIl:f R/v 1.IM! 01' SAD IIAlImJlf IlOD lID. P.D.B.. DBlICE RUN W "-46'01" B. lOS.OO'IEEr; 'l'IIIIfCE. OO.2D'.13t1 11.. 15.00.1BBr; 'Dl!llCE. S 89-46'01" If. .105.00 n:at. 70 SAID E&S'IaLt alv LIllI! or IIMIPIOI 1lD.\1); TBaCE .lLOIlG SAID PJv LDIE Ii 00-20'13" I. 15.10 PEtt'lO DE POIlR' OF IEGIJINDIC. .:taIls. DE WSt .5.00 na DDDID '10 DE CI'l'I GP CI.MIIU'I1nl. 1OJl1WlP.rote JoB :RlGBI~-1IU. III O.ll.1IO(K '052 Paeu 1189..lJ1l) mo. (II!:KAJHDIC PAICIL "Aft mmIImlG 1500 SQ.Fr.) :.\ i .;. bl!ScunxOlf: l'DCEI. Z . BIIGDI 'PIDI 'IRE c:n:nm 01" &EC1'IOlI 17. 'II:KIIlSIIlP 29 sovm. lt6lfQE 16 lASt. rIIIILLU collRt't. ~. A1ID 1UIR 'DII1ItE 4oIIG,'JBE illS CIII'tEIUl1E OF SADl SEcnaH. ALSO 1'JIE It/II CJ:r.rZIa.nm 0:1 ~ BOAn. II' 00.20'13" 11, 73S.OD PEEr; 'IIIElfCl If ,,-46'D1- E. 130_00 IEIlt lOll A P.O.I.; 'fImlfa: ~ II 89.46'01" E. 10.00 nET; TBmfCl s 1l0.2f1'13- It. 131.85 nn '.1:0 A PDUT CI8 :lR lfOllD LXn OF 1'~ c; TIlI!IICE II 8"S7'26.9" u. Al.O.~ TIlE HDIlrB LXlIE OF fAllen c. 1O.O 1'ES7; 'lIIEltCE If OO.ZO"13" V. 131.BS Rtt 'IO 'rim 1'.0.:8. COm.DlUC; 1.318 $QUAKE PDr. '. ~..." -"1"/.::'. ....;..... .' . '.~ .'. " DESCIUPrJON: PARCEL C-! 'tHEUSI"lla.ODnt:rOFTH& WESTnunnE1'.U:SSTlU:NORTHnoJllln~ET ANbLESS TBE &OUI'H $JUD FEET OFTHESOVJHWESr If. OFma; NORTHEASt' '140FSECl"l, oru, ~. ,.' ", ,~~' ,\ TOWftSHU'19 SOUIH. RANGE IUAST,PJIftLLAS COUNTY. FLORJbA.. r;:::J' \ \ -------::: r;:::J \\ \> n \ ~ i"" \ \ r;::::;:::::", IC r is; Ii. \j \.~.. \ \ \ \ \ ___ \ ,-' I\J1 .. __--:::c- _-----., '. " \ \ \ \ \' c-=. /:'-.---' ", \ J \ \ ~." \ ?()r;Jl . ..--1 \\ r-'\ " ~G~? ~U\ \). \" ---- , ': \ 0 P ~<~ t'J'f\ ____ "c:\j e-c. L---' G 2, 'v c., \ t> ',I\~IN ;-" IIC. ccS en ',l p,," c:,fr"\"~j o"J^.\\-I' ~ ,. ~ ~[" I""' . \ 0' C\..., : ---- .. '..., . ~ This instrument was prepared by, ROLAll1D D. WALLER, ESQUIRE/ naB WAI..l.ER " MITCHELL ~ ;_':. ._~'I ~ ---5332 Main ~treet ; ii,:--:~~- Port R:a.chey, F~orida 34'52 :1;:;; J --.J:ii1 20708.06 (-~; "~- i": F'r.::':S-.- M'!"' --..- 1',(;-- R::~B BUIIIBNr, made. effective as of the ~tday of August, 2002, -10'fiiJ. 'Y and between BuIp~ Road l)gyelopIDent CO:l:p., a Florida ~K9AL~Gorporation (hereinafter referred to jointly and sev@rally a~ ., '3.AMT _"Grantor-), and Lial.t.e4 PZOOPllrtl... !:De. .. l'1arida eozponuOQ (hereinafter %efcrrecl to as "Grant.ee"), Uct 09 02 10:13a III Sent By: WALLER/MITCHEll; Scherer Development ~ 727 848 4183; 5 aaa2 ., I~'I 02-~!PJOcrTilt ~2201 PO l p u4t~..I..I.' ORA1ft' OF BASEIIDft" WI'J'DSSBTR = 727-538-4211 sep-27-~3:05; Page 4 p.6 /(WdWf F. 1{ aIm, IlF.llt lr mt~!~ PIIllJ1S I:lUIJV, rlmlllJl ~r II -------------...- ?U2OO24 09-(6..2(IW fTl:47:44 I'H 51 fRS'IWf'TIII DD IBQlfI(HJ lllf' (QlO 1#:G2l!9Jll 1r:12'.lll1 !F6:0225 mi:O'llJ /1 REmmlli IKli IWIS 1 124.00 _ IlIIC STrw - mm J -.!~ /_ IOlit! 12;.7t I ]MT.mmm. r.!4.7P- OR:: tOO, llV __.... JIPUJY Q.fJI' 2ba~ the Grantor, for and in COJl81deratlon of tbe mutual covenants canta1necJ herein and the 81l1ft of TBH AND NO/100 DOLLAItS ($10.00 l, aDd other good and valuable corurideration 1:0 said Grantor in band paid hy SOlid GraDtee. tbe receipt where is hereby acknowledged bae granted, bargained and given to tbe Granr.ee and the Grantee heirs and aSB1gnJ; fOl'8\rer, a perpetual, non~exclusive eiil8elll8nt for Cbe purpose of vehicular ilJId pedestrian traffic: gnating 1Dgresa and egre88, over and aCX088 a 3D foot easement. more particularly described as follow8: See EXHI8IT A in:tached bereto find made il part hereof. ".l'he Grantor :reserves the right and power to IIll1CDd or flodify the legal descr1pt:ioD shown in Exhibit A, in order eo relocOIte said easeml!nt, provided wbatever legal description which is used oallows a 3D foot ellSellent for Ingre.ss and Egress across Grantor's property for the benefit of the property described in Exbibit B. -I J I i I I , This easement .is for tl\e use and benefit of the tollowing described property : See EXHIBIT B attached hereto aDd made a part hereofi GrlUltor, for Grantor their heira, and assign., COVenants with Graneee, it.s he.irs, successors or assigns, r:hat Gr.antor fX'Oll'l tie to time and at all tilll8J; after the effective date of thiu lnBt.rument.. at. the1r own cost and expense, wi.ll repair and IllBi.nt.in, in is proper. 8Ubstanti.al, and IlICI.rkmanlike IlIilllJler, in aceox-9nce w.ith all the requiremeDt~ of any governllental entity, ~,/'/'_ t.be above de8cribed ingress. egress easement. Grantor sball keep /~I'.... all areas properly paved, sealed, striped and cleared fre.e of ~~: . (\ ~\\~ //\?\\"~ ~ ./-;;: rt \:;:/ ~ ;";:' \':: '0 "i \ ~ . \~\)~ . .-' ~. '." '. or:.... ~.. .. . . Uct OS 02 10:14a Sent By: WALLER/MITCHELL; Scherer Development 4IIt 727 846 4183; 727-538-4211 sep-27.4IIt3:06; Page 5/12 p.7 ~ t ".. .' j, . ""i:,;~<';..:~._;..J.:W~:;::>:"""::;'<!':?':/?:~'i ;., ;.....: .',;.. ,," i [r. ....... ! 'I ' : .',l .,'....;...; P INEl..L.A6 CDUN'TV n.R. DFF" ,REI:: BK 1220 1 ptlJ 221 .. :'~: i rUbbish and obstructions of nay nature, shall maintain any landscaping or planting ~hereon in good oondi~ion and shell provide adequate drainage t ligh~j,n9 and insurance therein and shall pay all expenses including utilities .in connect: ion therewith, :;~}.i', ;.......: 't'h.is eaoetaent shall be exclusive to t.he Grantee, their heirs, sucoeasors or assigns. ,;- ':.,. I:. . ..:,~:,::::, D -rrHlSB NIIRItKoP. the partie. have c:au8ed this Grane of &loBement to be executed iU: of the ddte first above written. ',' ":.1 , ::~~:'. Signed, sealed and delivered ~n the presence of : :;-.;. .: ..~.::t :~~i IIIIIIpta 1toad Peve1apaent, ZDc_ ":,-,.;' :~ ~...:~~ , .:!~... , . ,....... :.~~'/~. "', ,}~ j. 8y: Nel. ..:'. .,":,:: ,~it} (SElIL) SU'J'l OF .wRmA C!O'mIft' QP IP~ . .. Defore 1lle. 8 Notary Putl11c in and for the said ~ate and Co\lnty, personally appeared HeU G. liefer, l>resident of Haapton Road Development. Ine. , on behalf of the corporation. who is personally known t:D fte, and he acknCllllledged that they mcecuted the IIDme for the purposes therein expressed. %If W%'I'JIBaB 1IJIIIJUIDI't I have set Il{.~ day of August. 2002_ my hand and offic:ial seal the ~.k. J'~ Rotary ~Uc-Stilte 0: Plorida My cOlll'lliaa;i.an .xp.ires: , . .: ',' OJ :";";:",'.;;/'.:,..: '.' ~ ::$~L;;~{:, ; rtJfli~ \ :' \ \ \ r-\ \ ~1\)'4 1 t~\ \. \ \ \ ol?~ ..:. ,\;:~, ~ _.~ ....~.".,\.,;"... ~.:,.I ~\t :,-.'.... '~".', ,:.~~~.;~\;~~~~\:. .~;'.-.: . "! . ..', .,; ,", '.'. . .'. ~ ;,' \". ." .'1. ", i. : .'. ..' . .. .': , ", ", .,..,"'-:..... :i ".', ,:. ;. " :. Uct 09 02 10:14a Sent By: WALLER/MITCHELL; Scherer Development 727 848 4183; 727-538-4211 sep'27-e3:OBi Page 6/12 p.8 e ~'r ...'-r.' :.~.. .;;;~j :.~:;' ,~ ,",",' /~:: :,.:,1:: './.j~ ./~~~ . .~.>.~':~. ~), "", ......:.. .....;.. rf' '^......f.;',:'~D't,;:~., ';;1'~ ";i!",~';i;;0.;j~~W!;.i1i;\1'~~*";tq;'J::::;, .'. ", "'," "T'~......" .,>] '.7r':: ,': ';, /' :,l....:. i.I "', ',' ,I, "., ~TV "LR, "tNlLI-A,: ~220 \ "" 12"7 DN' .1Ce; , ': '~;' ..."t. ;',5 ..', . .' .:~:~: . ~.:.. v.: ;l~;' 'r~\ EXHIBIT .. A " .~..., . ..,\ ~'.j" .,.... ~t." .;-: ;.". ':;i. ...... j;'~ DESCftII"l'ION; I'ROPOStD ~o.o' INGRESS AND EGftEZ E/l:IEMENI #I PORnDN aF IIIE sol/fltlCST 1/. OF lHE ItDffIHfASl' 1/' Of' SlcnDN 17, TDWHSHIP 211 Sount. RANC( 16 fASt. "HWAS COUNn', ~ IIElHC RJIt'lHER OESCAIBED AS ftlLLOWS: BEGIN AT 1Mt CENrtll OF SfC1lOtI 17. TOWNliItIP a SOUIH. IWGE ,. FASt, I"lMEU.M CXJUHrY. fLDRIIII.; nIENCE IIUN Al:JJNC THE NClRIH-SOUIM com:IlJNl OF tAJD samoH 17. N.5O IDIiG nit c:EJIIElWNE OF' IMWPrDN lIMO AS NOW ESTA8USHED. NOImf OO'20"S. W!ST. M5.OD FfIJ: 1HDlC( ta1M Ir4&'llI- [ASI, 20.11O F&:f to !HE: ~y IIIGHf-OF....v UNI; ot IMMPlON IQO AS NOW t:STMl.IliMED AMI1l1E POINr Of' IImNNIiG: 11tENCE RIIt ALONG WJ FAMAlV 1llCHr-c&r-wAY UHE. NORnI ocr2O'13'" WEST. .lO.OD FEr: ntENC( NOMtl .r.,'o,. rASr, '20.10 rro; lNOIeE IILD FEET Al.ONG 'DIE ARC (IF 1 ".DO FOCJT RADIUS CURlIE aJtIC:oWI: to ntE 5OlIJtMESI', SUIJENDfO In' " OIORD OISWK:[ Of 7'1.7& FEEl' wtlD4 EMS SOUtH .s",nv- EAST. 10 1ME SOUI'IlDllV IOUHDARr UN[ OF PAReD.. "C-l": 'DtEMCE AL.CMG AD 5ountE11l'l' IOUIIrMRY UIK, sourn "41'0'. war. JO.GO rm; TttrHCt U'AVINC ~ sounlBII.'l' IIOOIIOIRY UML )1.27 FEEl' IILOIIC 'lilt Me OF A 25.00 rom IWlIUS CURVt CONCAVE 10 1M( SDUIHWfSt. SUI1DIlIlO In' " CIlDlll) Dl$TAIICE or ~>> 'ED WMICH BrNtS HOlm .s.U'58. W[$'/; THENCE SOurH 1W46,DI. WESJ. no.o~ nrr TO 1M( ....., elF 8EGIN1IING. .':-.' CONrAlHlHC ~4e'.1l! SQUUE FEY NOR&!: DR LES$. .:~ .. .~~~ ~~'. ~~' ..-' \' \\ '\ I \';:? \, '\ \ \\' ~\\:::~. \\ \'~ \ ~ '. rv \ / \' v' .~...---\\ \ \ , ~ \j1 \:;-~' -..- '\, \ I) (\\\:;? ~ j IV \ \ ,1~\j1 \./ , ~\)~ 1 \ o?\<'S~\ (.\JS\; G ~ Q '(:.S '(:.~ ~~\~ S~\J\G?-'tl i'-\ ?0" S G\-'(:.f\ ..-..JO'T: c,\ \ ' . , :. ,,..." ~;\.;..' ~ .,:",',1 ;',.:'('; . ~ "~'~~; ',\ I L: ~ . '~~lt~1f'N. "if~;~~~!lf~~I~Jj;~{i'~,~1it~,~,..i,."}:,:; >:'~:r~;;;;:";.", Oct OS 02 10:14a III Sent By: WALLER/MITCHELL; Scherer Development ~ 727 848 4183; 727-538-4211 sep'27-~:06j Page 7/12 p.9 ~" J '. .". ".;::!\r \>;;~~;; .::.;>::...:;':~~~t:.,', :~~.;,:~;':~,~:>~,;::' . . . ..~ :.,. .. .". . .... ','''': ,. . '.. . '." . I . : , I I . I - ., ,;':':1 I .;~~:::~1 .~;:;. '. ..;......:....:....:.'.:...::~......._,.._.~~..'...;..!/~~:...:......-. .~..~.:'.::~:.-~...:.~:.:;..,'.:!.:!.:.'... ........!..~:~....:...~:.;.:...~:..::....1...'....~..'.:.~......:......._. :'.... :' ".. . . ,. . ." ...... . .... , ..~.:::.;.L~.~:::.;".:i(~;.;}.:::~-(;< ..... , :..,j....,... J EXIIIBrr 148" p INEI.L.R9 cOLJNTY FL.-A. orF' . REC . II{, 1220 1 PO HB :...::.... i l. : .~>.. ..... 'I," Parcel C; TIle &sl100 feet olllle West no.oo feet, las tile Nel1h 739.80 reet .tn.r. oftlae Solltla.,ut 11. af Oae Northcut 1/4 efSec1ioa 17. TOWIISllip %9 So.th , RaDle J6 Eat., Leu Galf-t...s.y BtMaleward Ripa.Or:.W.J...... Las TbeEut 100M Met orlbe WutllO.00 feet, J~ tit. Narth 130.00 fat aDd leu tlte Swth S2O.OO _t of.he Southwest 1/4 .f.lle N....beut 1/4 DfSediOll J1, Towa.laip:zJ Soafta. Rangel', Ent.PiMo.. Co_tJ. Fiend.. :'/J I ~ " "j:,." ....1,:.'. ;::~~... ~ . ~'. _.'1.: . ",~.).I . ..!t~ j:' ......1 . ~.: ';.;:~ :'~~'.~ .t";'. :,:i::. ''I''.''~' .... -:.:.:.;. .".,':.':: . ~:~ ;.'! ,:~~:{. , ~ . ..:;..( :-,. , "~'. .~I" <': . ':!" '. '. ----------~\ ----------- - /---:<> ( _/ ./ :' :~. \. \ --" /' \ (,:=~,~~ / / ,\', ) ~' ~ \ 1'\ \ 1(J{J?" "..,. '- ~\)'-J, ____J-r , - w-E.N \ \ ~E.\..O? ~&DE.\J~S a \J'.NN\ E.~\J\G \f-J1'>-'E.P ~ S G\.t.p..~ c'" Or " .......1 ; :~~ " . ..... \\~~Il~wy;' ':. . '.:':"...:::.,::.. '.. .~: .... ~ti~:j,j~,!;~~~,~;~t!:~~rif~,>;1"}j\::i};';{;(,'~~t ~:'.'._ Oct OS 02 10:15a III Sent By: WALLERfUITCHELL; Scherer Development 4IIt 727 B4B 4163; 727-538-4211 sep-27-4IIt3:07; Page 8/12 p.lO r- .;. ......;.'., ...._._...~. P1Hl:I.LIlS l:0UIIT1' nil . DI''' .1lEl: .8k IlRDl 110 321 n :~ "!ii~fr~ 'stt..:VLo.:.!U- "~C-==.=:....7" lL Il-;;:J- "~.:::lt:r~..l1~~ . ~'IJ~ _ lt~ .,~......._.--uu.._......... ~. Iii t'.. ;'~ ..e .!!..L. ~, ~~ ~t O'i .~ .il~ .f .~.., .1:....... ~ ..... ~IJ. ... IWn Uil'CM & .,......, "-'.............. .,...... -c......... "I , 'ftrJlOllt ." ........ n ..,...,. IUCl .. ..... ....1l'M ...... I\IIIIlOt,. __ rtItIO ~ 1& t-....s ...... "" aMP fJ1 MCQII .t. ~ ~ ...,..., IIilIICr ... lM!. ....... u..m. ....... ~ ... ILDC - ......-.-, ~............ .......... ~.-IIUC....... _0_ 81--' -. IIftIl'>>- tD'I. ..... IIn 'IiIaq: .-. ............ .. ... Ie .. ~y -......__.._-..._--,.._._~--- --_001_ -. _ _'a"_ -.1aI: __ __. _ .......,. -.: ...1IIt -.c. M: ,. . " ... ... _ CIIIllI ...-r _ we........ ____., . -=-- -.. ",""'" - - - ...tnt. 1lP. II> lie........ _ ... II _ 't-,', - - - - - - -......... -. -...., - - --. - -....".... -.... -co '__ __ _...... _._ .... .. ...... iIlII-cc .. ...... ........ ~ ."uar tIUI; tIilIM:J ... w<UY't.. .... .... lID _. ......--. ...... lIIII.., ... fill .... . ,.. - -- ..., 0 ~ .... ~ ..... ~ ft."- ..- -, -..." -0 _ ".. ... .. tr - .. - - ....nno o c: o a:t"f '" z ~ u 0 .- No ~lbiC! ~t~ (i-,- I I ,I i= I l ~ . lr - iitl I~ .-1 l-.... ".-. ....-. .... ..........~.~ SB9'46'01"W 30.00' 120;'0' . .' -- or _ SlY. 1/. Dr 1M[ Ill. "< or sea... " 120.05' ~ AllC"'39.2"- -.... -..-.-. -- .........." .. .. " '," . ., : . .., ....: ~~ I:.. ~ ,.' ',' :...: ..:. . - .~ - - ~......, ~.s=~ lU~~ EIlIIIl'Wf IK. LI. ~"'I := "&em'.r.I= -= !:.J:: ..,;~ -==.-=-~~... ~rv' - CCRJlrlCATION , -- or..."~ -- "'>>)71-2 II'Z , . "::.;:;. .,~,:,' " .:.",., .'... I:.. ..;..:.... '..; ;"':.' ':',,', ~ i J Ut.. t.. . ~:..' . ~. i: I I I r ! 1 r , I , ! I Oct OS 02 10:15a 'II Scherer Development 4IIt 727 848 4183j Sent By: WALLER/MITCHELL; 1\0"""1.10 N.... / ,... ..........P-.,_ - to 0eugIa L. HiIMIt. EIIIII. 2557 NufRfy R.-t Suite A C'-_. FIoIi* 337&1 "'~7, 507-l1S5~ .'L~ _"Ell 15st 66t? (;_.1.... ---llIt_".... c;._5, .... aoa . ~l'.! - D2-'JO'.'lt:~I~:I.o ItlO 2Z113 .'ICLI..;_.._ BlIIrDII!I Dub r ,~...... 727-538-4211 sep.27.4IIt3:07j Page 9/12 p. 11 lAlUDi; I{ 1iN1~. r; r~ .~ ii'''' PNLltS tiuP.;. fI:!:~.' - ..--.....-...........--.......-.... ~......... -~:'I; ilH5'3.'}: ;/ ~=:~;:- Ii! ~l r(C,.t.v.t'llf:~ ~~~I\'il ~;;:!(I; !Y~::..,:.: ['-::;;:" ~D!!6 ()::: ,'fI.{:.. 1<.:<' "l'S:~-lit:\!~ ~ !:.I~~'.I; 1 1:;'<:; 00,; ;,UI\'i(ltf: _ii' ... I.~ ....Ii.;...';..: r~~.....I'L. ....." I: .t,\.~Y t;.i'.\.w (,~. ....6&........,......,-....., .......""'1..0:...... ........~. ..............,..... ""~I...,...~...~.. _.,__......... ....'SI!....,tlw ',-1\:..&". ,..,1.... ......... .,...... .Il." ..""... ~ -11411-........ ....,..;.1 ..-'tt.rl....~ at,.~..... .....i ....... .... .~., ~ ....I&i. 011: r.~k ~ 1HIS 11IDEImJIIE. ...." ""* ..2L cIq aI _. 2M2 8ETWEEN IlttIy c e........... s....., f'l!tSlllJ. ror.......)Ol P,lIdaIOCIlunIjI. s...... FIDnCIa....."-n R.lt"" o...,."....,.eo.p. .F..... CGlDarnoI\ .'Gf~.l. lIthose ~ ~ __ 15 HID US ~ '9 Na/lII. 5uIIe 'DO. c......... Flonoa 33;&3. ".tT~r.!tI.'\.r.1'tI..lJ.a, c.,.......... k'r~.. ..,......,.Il"...,(.1tl~ ..... ur 'I"", ...........4S......l... ......... "..Ill .... ,~ lli.\fto.hI.T...... ht C ir.wt..:o ... au... ...:au) ~ I~........."\;. dk- .......i,ot .......~~..... .......,. klr.M"'''-';at. ~ ,;i.....oJ. 1u~;,"'J;lIIol.....I...'i'....~..llr_......." """...,...... _.... ..............i"l: *"",iIo,......... ...~. ~1Dc:..... ~.~ .,,.., .....~ fII.f ..in~,I.!... ~ .u- , """"... '.......il '11ft:' '-_11"111 :.... JR." .'t',t.: ~."'"' -:r. h."" "",' d.~ \\.,,~.., '.'u l~"lI .'t' I.' S"U"I"t~ . ... "r _ '\....111:;001 J ~ IIi ~Ij.... ,-. I,-...k;,. ~IJ "'....1.. H.1IIp>: If. I :..... U'ss .\M' f ."l.I'I.l.... \lo....., :)1...'11Il1o:....... "-t.i", II' t:..,<"",..,,,. ro..it...'I..... :m.t ,'-"""'''''",....... t." "".....1. ",'''' 1:1".... titt rl.... h-JIr ~: -..'.hL.....Jtkr. . .t\nJ (.......... tJ.~... It.,.."...", .al'~ _..u Me... ....... ... ....." bhL ~J ..m .I~'ad ..,... ~II'" ~'I ,..... b....... d:li-,'l'lIl1 1'0:""..' ................... ~....... "'':110.:.1 .......lIdi,,,"'" i>> ...'r ,.....,....,.. .~ ""n~.._-.s \\"I.F.K.:U.'. (or....._, tt;o, .............. ..,Il.r......~.. I...."" /IItJ ....I.I.......~ :rro. ,"'" .ii.....''''''....i..C'n, ~~~.~ 1'''.I_J?~~o... j). W~ ~~..__..~.. "'-'"'' ....... DaualnL -.n 1'Ylm.__. _....___. _._.eo _ . _... l'o'I.\'II,"I-I'I.(IIlIll,'\ l tll'~ W 1"'l'lSl.I.I.A" #I~~..:;). ......,..~.I:.I. !\b",.. . t :..nlhr" '::;~.. \\"'" l 'lIi.1Il! u,.~... \&.' I 1"""'lIlrt J J."~~I.:.;71I' . 1.... """".IIp "'"'",,1<111 .... '1\'~...m""(I&1IIoo:I.." "'" lI,i. __:!! u.~ ..t'lul~. ~I"t;:. ,,, :\~ t'. r l:UI""-:".. u. S...."" .\.."..,,,., \\....' 41.. 1IIo.""re~f~ Lal'\'" h.. MIl: ..., ...1..1 ita, ,...............t P'.r-~5\.._~.~~'-~' __ .._. n. idu...;.l.luli....'. u:.':~ l.-ul \ P.J:l: ,,"II.. _, , t\R:,:~...~' I.'. . ~ L. mu.n - ~. ClotoosiioIo.aClCUI1N .;; .. ,",,:,~"2") .. nN r;':.. .. IIIU... Cc..... ~.. . :I.lI.....\It~ / . j /'/'\ ~~:~~"'~... ft..' Q..r-v ~.'..-~{~~.D-... ........,\~.\\ y:--., R, \!\~ ~\\ \ ~\ \ \.~'!--- '\. \.." \--. ,) .... r. -. - 7 \ ?C'FJ? " .#' '---. .-.... ..-" '.' WS.J - \ \' /' ;\ \ \ . '. \) \0-- ~~~~~>J\Ci~' .::,,; :"".':::'~':.. '. :::. \" .. ~f C\:.~t:i. . ..' C\\'C . , ... '.: ~{l. '.AIJt -:0'.- J."\..';~- . 0.: ~l\. .._....... C..:;'-lol' _ Oct OS 02 10: 15a III Sent By: WALLER/MITCHELL; Scherer Development ~ 727 848 4183; 727-538-4211 sep'27.dIIIb:08; Page 10/12 p. 12 - \-.-. I tlIUDI r. IE 1UIIJl. QDI( IF lDm PII1lM aunv. fUll.... -- 'lIIIIS!I f1-31-2lm 13:,,::\1 fltl 5J. IIEHDDIIl MDM !I~ IK:~ I1i:KJll1'G:I"'l _lIB lIl8 PES I 115.11 lD: .. - 111m 1 11.51.l.83 !Ollt: '1.~'IO.1O DIllIIIT.IDIIJ[t: .ltS~..83 If .~tt. ..,:mal. 1.00 02-284ze. JLV-31-UOZ 1:.7... ~ '''''LAS co . 12 d8 ~C1 as:i1J __-...Iloo............... .--..... l I ) - ~ PREPARED8Y AND RETURN TO: Joseph J. Sara'll. Jr. JoelQlbJ. Soma.Jr~P.A. 211100 U.s. Highway 1~ N., Saito 504 Cll!luwater. RMda 33781-2886 Till: (127) 796.15&7 TRUSTEE'S DEED THIS INDENTURE madll 1m 31.1 d8tr 01 J~. 20n2. betWtl8ll the folloWIng nllllleCl pal1ie:l: BONTOR: JolIept\ J. Sol'lltll. Jr.. as TNsle. 01 FIOItd8 LenIS Ttusl No t'128G uncIer .....", datad AugUlt rr. 1.. BRANTOn ADDRES': 2&100 U.S. HlgtMay I. North. SUIIe Soot C1.......... FL 33161-2885 ORAHTEI:: HamplOn Road OIWllopmlll1 Corp. GRANTEe.. ADIHIE&II: 2&133 U.S. Highway 19 North. StJItv 100 C1ealWll'lr. FL S3713-Z01' WITN~SSETH: THAT GRANTOR. lor and I" conlidllratlon al TEN DOlLARS ($10.00) and olhllr valullblD COI\Iideta\ian to " 1ft hand .... bv Gran.... 1M NICtIiIlt "'01 ~ h....by acknowledged. dOft I1Bftlby 11"'111. bIIrglin lInd ..II 10 O........lhB tollDwlag des1:Iibod propatty In Pinoltl:i County. Ftarida. 10 wit: Sa a'tached Ellhlblt -A- Also dlIlC1ibed all Tea ".IQJII.D..17'28-18~"3lHJ3OO end ".28.'..OlJOllO.,ao-o.10 1"1111""" With ,~ lenltllllnll. NlIediltunDn_ ancIlPfIllI....,.nc:.s. the... bIIlMglng O' in anvwls8 8P1MK'1liniftO. aubjltcllD: 1. Condilions. teSlric1l0BS. limitations and luelMftlJ 01 1IIC00d. 2. Zoning IIf\d building ardinances ame, gownnmentaJ reguIaIIOll.. 3. Ta..~ ancIlI..81.mDfllllor YNr of COIWeylf'lcll and SlIbsequlnl ye.rs. .: !l TO HAVI: AND TO HOLD IhIt "me unlO IIIe Grant.. .nd Brantl.'5 hllilll ~.\I T~anr&"'igns larover.ln ... simple. ",;,:.:. 'eJ .c..... . .....;,..t 'I .,J .."t... ' :'.~. ... . ... ,...' '-i~;:"I '..:-: .~~ p.~~" .-._~) :"-:'c~t1 "Gronr..- II II.. for aingula' and pll1flll u rlla COIlI.xl har..,1 ,equires. I",",'. Dwd -' ~,,~' ./" ....----. Uct U~ 02 10:lSa Scherer Development ~ 727 848 4183; 727-538-4211 sep.27.~:08; Page 11/12 p.13 Sent By: WALLER/MITCHELL; , . r I and year II,., above wrllt8n. Signed. HIIIed.nd wHnn88d :::::c2 G ""~'UIIC p ltW.UIS CQUHf\' FL.". or,. .IlI:C.IIK IUD PCl 1840 l .... /... (,It:' / I ~f.f'k'd ~~......o. TlPeWM'IIN ' 00111_ ~ tJ'').4M/~ !UCltl&IlaL ~~ ~ /)14./1,1 ~y' _15_"_1O.1__llf. -1t'_tJ STATE OF FLORIDA COUNtY OF PINEl.LA& Thllllf8OlllnDln&llUlllllrd _lICknowlNpd belara_thII311Idl, ell Julr. 2002. by Jaa.pi J. SOlO... TfUll..OSlheFIoridIIAnlfTruafNo,l72HIll'afclAUgUII2'7. 11184. who is pauonelly known to mB Dr h...--prodU1:8d --........--. ..............--.-. ~1_1aI.. ~e~~ ~n.lUI. 0' NDla'Y P&IbIic . Prlnted Notary S!gnalUle SuI: ~ "'1- I . Wl~. teet',.. I'&oa~. .. IN 11. lCi . 1.:4.,.............."...... .i . . ! '-- .....' \ i \ \ \ , ~_.- . ",. -'" - - -.--1 '.' , . .I......it :1 Uct U~ 02 lU:loa Sent By: WALLER/MITCHELL; Scherer Development ~ 727 848 4183; 72"/-tl::ff:l-4cll sep-27"O~:08; Page 12/12 p.14 - ,- II 'f Sllhlld,l; A ItINtL.LflS CCIUlfTV 'LII, orr .Ate.. 1l!13~ po 184\ --- r Tit.. lio"'''h SJO,{ctDt of the> fonowill!J des:er'h.d parcel 105:; il Ii' loot. ..Ll'i.I~ rll""in9 llorth And SO\1th on ltle tlestern boultclarf of tlm Jlub'ftet pl'O~..rtr heginning at It ttaint I!> leet rmrth o~ t.he SouUlcrn bouncl",-y o[ tht' contiqQouf"o \'"reel; The EAJll 11'(> h'et: o( &.11. U..." :no ,....t. 1<<>.... the 1I0rth 2110 1:..., tend Ip,!I!1 l;hl" \fest 1(1 (f!('rt oC tll.. SOlltb 8S (el!'t or lht> lIerl" ~.~ r...l t)'''l"M.'(; A1,.0 the l'iollth 15 reet of tll.. '~"I.h !(l0 feet Dr the ~ollt-h 1J 2P reeL ot I;IIt' ,.;...l t31t fCOL. lIIJ 1 in t.'le Sl~ ., of lhl': rn;; Ia uC llll,,"i _ l". Tt"""l1h'I" 211 J;ollLb. n.lIlJC' !, Cast., _n r.l_UaB Cuunt).. :'In.'ltla, ]I:=-/\ II_"LOII "",,,I Ci~I"L-ol-w"r. l ^160 cle!lc:l"i.>'r.ll ar. rc:..l)owc:: Dogill (rDlIl Lb~ CI!'Rlnr o! S..~l: Inn 17. Townshi" 2" !;oll~h. IIAnlle If. F.....l. I>i_lllll\ County, rll>r1c1.., .....1 ,.... tJICmr.t> ",lu.", I'~ 11-1; eO"~"ll ill~ or the ..leI foection. Illso toh,. E'9hL-01-,,,,,i' =1I1."11n.. tl: "...,'1;.011 Iu..d. II 00"20'1)" ";, lDZn.no 'IU't: Llcenc.. II &'-.6'01" I:, 2:',110 'PPl to '" I'Dl11t a.101\!1 th" ..."terl~' d'JIIt-UrMwa~' lhll' II! Lll. lIal<l 1I....Lan Ra..tl fftl" .. ".0.1\.; th...."'.. run 11]0"9 the !I...id ri",hl-t'IMway Hne, It On020'U" 101, 1!>.II11 r..et: Ulonell N 1I!,.,,~'nJ- .-:, III!..OO rpet.l t.'u.llc.l1 OO.ZO'1)" ". l).l~ (errl:: ~J\...n1::11! ~; ll'!' -:;7' 26. \OM t:, J" .Oll r etl't, tllllnC!<' .. 00-20 'I)M ,~. B~ .n" '"el: tl.f!'>CC !: \I!I.~7'2li.~" 1':, "n.Ull III"t. t.hen~C! 5 00.211'])" E, !'olo.oJ f..e": U,ellCp' n "'''~'''2r,.~- w. '<I(1.nl.\ r.....; lholl"''' 11 00'20'1)- t:. .all..DS, ret>l:; I.hltllt:c S 1I!1'tr.'ol. I~, In:i.no r_t to U'~ I",o.n., le.s "J,l:CE&. "0", her;..." U,r. 1\(0"'. '0 f,.., I. ur 1.he South IJJ,II~. feeL or the AI.love ~C'scrjbed Lract. JIIlll The !lort" JOt" .>>1 tl.. SOllch 1.02U' at Lbe Weal 130' of Lht! :;W~'.I u, tbe 1Ir.1;I, oC S..c:l.hlll 17. TO""'Ihi" l'l lI,.IUI., Rlln.,~ 1(. r..nL, "..."11.... cuu'll.y. punl.... 1..81141-",,,,, M...." III.., s.,,s t~."l 31ao .....lle..lI~.. AI> ...lluu,,' lie,,;.. to'... tile C....kor or ~u"l.i.." J1. "''''''IJIIt'" III :;....L1., A.....,. Ie; t;.."... rille11.. C;vllllt~, rlOl'ida, "I..) O:',h tlI.""" ,,'on'l lh. II-S eentltE'lille or th. ..Id S...: Li 011. alao till' II'W C.ul.....Ulle at 'tallpt.DII lIoad, II OO.lO'U' It. 1,O:lU,/]O': L1..."".. II 1.1\>'.6'01- 1:., t.. .. pa..n. alo"9 the ..."ter:ly n/w Jin. aC ,.... _ie' II.....'...." ,,_It lor a ...U.D.r th...e.. run II B~o..&'Ol. E, 105.00': th.nc. S OO.lO'UM 1::. 3110.00': "be..,,", S 8V"46'u1- If, .lO$,OU' to the ..ld ...tel"l, II/W J i..~ at ....ptcn ReNI... lllellClr. .Jon9 tile Nhl HIli IIna. II 00 "20 ' 1 3 . H. 300. 00 . ~o tll. ".0 .11. Ie.. PlIM:P.L "^". be!.nq U,e Salth IS' Q( the ;ibow desadblld uact. JAlGS lVtd llIa:IIlptl . A &trip or 1_ bebw !be Well 10.00 reel of thll .rlalD prupert, llacrihcd in OUlcial Recurds Boob 5846. OJ& 1IIae 21ZZ ud san. DO P... 2131 or the PultUc llecanJsof PbatU., eou." Jl1arida, ItrJDI w1dJ1e ... Nartheul 1/4 of Scclioll 17, '1'IlWJUIJip 29 Sou1h. Ranel! 16 tilIsl ... bttiIaI .ore ......', ....a_II ~ (0110IIII: //. C__ ., lI.Ia So.lIIwMt 40Vmtr of d>o Nonbcal 1/4 of aald kama 17; lIlellCt ,f"" NID"I9'21""W. .... die Wed "'11 or 1_ NOIlb.a1 1/4 of ..W llICIlon .,. 'Of '735.00 [eel; lbeace N""~9"II. fer 20.00 feel to the JlODn' OF IIECJlHHINo: IIIeaco NCIO"ID'21-W, ~ 1II011C 1 line 20.00 lnl ElII el urd pudellO lilt WCIlIi.. III lite NOnNat 1/1, or saill ~ SetUDIlI1, fat ZI5.C1O 1ceI, IIance Nl9'C6'S3"B, lor SJID (ftl; lhellfle NIIO"Inr'W. aIoull //~ ~ 1 U. 25JIC) 'ee,But of ... ,..u.l Ill_ WatllDO or lite MIJIIIlouc 1/4 Gf IIIId SrcriOll 17. fuJ 15.00 IHa: tlIaIee NIlI"4l'53"E, IDr S.GD leel: a.hcrIra SWtt'21", -C IIWe 30 {ecll!u\ of ud _alIcll6 If.aald Wlst H., far 31lO.OO f...: theN" 5U'4S'.~ . ~---? (f:> (\ 10,110 loti 1.0 ,be POJNTOF BEOINNING , ~~"-;';:' \'::::'J \\'~ /-,// t~.ilf: i. ~- 1.'/ . . PARCEL C ::=.------ --- it : \ f \ ~CN 1. , 'lQU?_ \ , \ \ " \ , ,-- ,,'~- 1 \ \_' ... I, _--- ".eel uFM\::N l ~ t':'N'\~~G & ":-(~ rLl\i~\ " .,' ,'\,- 0, o S\:R\J\'-',- "JArER c' ,.~ \ r: f,}h ~ I \ . . PREPARED BY AND RETURN TO: James C. Rowe, Esquire Rowe & Kiefer, P.A. 100 2nd Avenue South - Suite 1201S St. Petersburg, FL 33701 \ \....0..j!' \.' t-\O\J ?. \ ?GG2. \\ _---J ; ,';D~N2.NI L ._--~-~c) &l>~ \'l_~_'l_"-"'" P' r\NN \\j'(-YS \. :;F\'"- 'NAIER .~ '. ,:. 1\n, 1" l". .'---. -- .--------.- RECIPROCAL DRAINAGE EASEMENT AGREEMENT THIS RECIPROCAL DRAINAGE EASEMENT AGREEMENT (the "Easement") is made and entered into this 18th day of November, 2002, by and between Hampton Road Development Corporation (the "Parcel A Owner"), Limited Properties, Inc. (the "Parcel B Owner") and Pete & Shorty's of Clearwater, Inc. (the "Parcel C Owner") (all three of the parties hereto may hereinafter be referred to collectively as "Owners"). RECITALS: A. The parcel A Owner is the owner of that certain real property situate in Pinellas County, Florida, and more particularly described on Exhibit "A" attached hereto and incorporated hereby. B. The Parcel B Owner is the owner of that certain real property situate in Pinellas County, Florida, and more particularly described on Exhibit "A" attached hereto and incorporated hereby. C. The Parcel C Owner is the owner of that certain real property situate in Pinellas County, Florida, and more particularly described on Exhibit "A" attached hereto and incorporated hereby (all three of the Parcels identified in these first three recitals shall collectively be referred to as "Parcels"). D. The Owners hereto desire to impose a Drainage Easement and water detention facilities on their Parcels for the mutual and reciprocal benefit thereof in accordance with the terms and conditions set forth herein. NOW, THEREFORE, based upon the mutual promises and covenants contained herein, the Owners hereby covenant and agree that their respective Parcels identified in the legal descriptions attached hereto, together with all present and future Owners and occupants of said Parcels shall be and hereby are subject to the terms, covenants, easements and conditions set forth in this Agreement and in connection therewith, the parties hereto agree as follows: . . 1. Granlof Easements. The Owners hereby grant, establish, covenant and agree that the Parcels, and all Owners, tenants, occupants, invitees and licensees of the Owners for the Parcels, shall be benefited and burdened by a non-exclusive, perpetual and reciprocal easement upon, under, over, above and across the Parcels for the discharge, drainage, use, detention and retention of storm water runoff in the manner and location indicated on the drainage plan, a copy of which is attached hereto and incorporated hereby as Exhibit "B", and to install, maintain, repair and replace storm water collection, retention, detention and distribution lines, conduits, pipes and other apparatus under and across the Parcels. Any and all such lines, conduits, pipes and other apparatus for water drainage, and all storage systems necessary in connection therewith, shall hereinafter be called the "Drainage Facilities". The Easement granted herein shall include the right of reasonable ingress and egress with respect to the Drainage Facilities as may required to maintain and operate the same. Once all Drainage Facilities are constructed, they shall not be modified, alter, relocate or otherwise change, without the prior written consent of all Owners. 2. Use. The Easement granted herein shall be used and enjoyed by each Owner in such a manner so as not to unreasonably interfere with, obstruct or delay the conduct and operations of the business of any other Owner. Once the Drainage Facilities are installed pursuant to the Easement granted herein, no permanent building, structures or improvements inconsistent with the use and enjoyment of such Easement shall be placed over or permitted to encroach upon the Drainage Facilities. Notwithstanding the foregoing, the Owner of a particular Parcel served by any installation of the Drainage Facilities shall not unreasonably withhold its consent to the reasonable relocation of such installations requested by another Owner, so long as the water detention and drainage services or utility services, as applicable, are not unreasonably interrupted. 3. Maintenance. The Owner of Parcel A shall maintain the drainage facility in a clean and neat condition and the Owner of Parcel A shall operate and maintain, or cause to be operated and maintained, in good order, condition and repair, the Drainage Facilities located upon Parcels 8 and C and to make any and all repairs and replacements that may from time to time be required with respect thereto. 4. Indemnification. The Owner of Parcel A hereby shall indemnify and hold the other Owners harmless from and against all claims, liabilities, and expenses (including reasonable attorney fees) relating to accidents, injuries, loss or damage arising from or relating to the use of the Easement granted herein. 5. Covenants to Run With Land. It is intended that the Easement, covenants, rights and obligations set forth herein shall run with the land and create equitable servitudes in favor of the real property benefited thereby, shall bind every person having any fee, leasehold or other interest therein and shall inure to the benefit of the respective parties and their successors, assigns, heirs and personal representatives. 6. Amendment. The provisions of this Easement may be modified or amended, in whole or in part, or terminated, only by the written consent of all record Owners of Parcel A, Parcel 8, and Parcel C, as evidenced by a document that has been fully executed and "' /-""'"'\ \" I. , NOV 2 \ 2002 \ \, , ~ 'l\~ 'r'lt'~~t"'~;~~-'~:-. -\'L. 'NT .;.' C~Ft-i,'\j\i~,ES ~-- . I' {<\'J!\ ' [R U'Y C',l t -,.< . . acknowledged by such Owners of the Parcels and recorded in the Official Records of the Clerk of Court for Pinellas County, Florida. IN WITNESS WHEREOF, the parties have executed this Easement as of the date first above written. "Witnesses" "Parcel A Owner" -H1f~ P~~~ Print Name: L L<<... ILLE.- G Rpt/Alf, u- "Parcel B Owner" JQ@T Print Name: ~k,.j C. Sc ~tlUGL I/I~~ / - . Print Name: VEl;: t, I~ 6'4.L Limited Properties, Inc. "Parcel C Owner" ~)( Print Name:--:h3~~ ~. ~ \-\fU,(.. ~._~ Print Name: LtA...t. I LLE:- G~/~.N&U-- , . c<<", ! , I; , \ \ NOV 2 \ '200'2 I\U '~__ __-- I I'). I \.. Pl tl,J-; I'" 1 "i.' ___,', r ~ \ I :::> '." - 'r;'.'/ ",r l::T1 rl\'..' ~"t l ''\t~_ L--- '.----- c t',~ \ \ \ J . . STATE OF FLORIDA COUNTY OF PINELLAS Before me, a Notary Public in and for the said State and County, personally appeared Neil G. Kiefer, President of Hampton Road Development Corporation, who is personally known to me, and he acknowledged that he executed the foregoing for the purposes therein expressed. IN WITNESS WHEREOF, I have set my hand and official seal the 18th day of November, 2002. Lucille Grinnell, Notary Public M C. ............. 'f LUCIlLE GRINNaL y om mission expires: l~~:- MY COMMISSION # cc 949763 : · EXPIRES: Augusl29, 2004 Banded lllru ifolary PvblIa Underwrite" STATE OF FLORIDA COUNTY OF PINELLAS Before me, a Notary Public in and for the said State and County, personally appeared James Bums, President of Limited Properties, Inc., who is personally known to me, and he acknowledged that he executed the foregoing for the purposes therein expressed. IN WITNESS WHEREOF, I have set my hand and official seal the 18th day of November, 2002. ~~~ Lucille Grinnell, Notary Public ""''''~~ LUCIllE GRINN8.L My Commission expires: ,f ir\ MYCOMMISSION#CC949763 EXPIRES: August 29, 2004 Bonded Thru Nolary Pubic lInderwrfters STATE OF FLORIDA COUNTY OF PINELLAS Before me, a Notary Public in and for the said State and County, personally appeared Lee Usilton, President of Pete & Shorty's of Clearwater, Inc., who is personally known to me, and he acknowledged that he executed the foregoing for the purposes therein expressed. IN WITNESS WHEREOF, I have set my hand and official seal the 18th day of November, 2002. My Commission expires: ~\~ Lucille Grinnell, Notary Public 'LUCILLE GRINNB.L MY COMMISSION # CC 949763 EXPIRES: August 29, 2004 Bonded lllru NolaIy PublIc Underwrflell -'--. .-'.'-- .. - \ \ \ i , II ; j I NOV2 I <rol} \ I I "~(; F, . t i i I -----.- . e--o ~(clE~~7[~rn\ NOV!I3ll2 Ill, 1/, I ' -,~-" r.'1 I'll r:l:J I..~.i \~: . .r~ " . -\ i ~;( ,~~7 // )~ /_1:_" ~___.::.__ /' I/."/ 1'~'" ...=-_.:...,.._~_~-'& / ~~' / I (~/ ~-b__..._ ....,,;'\---- ~ J"r""'~"~"''-'''''' -.- "t/ , '", :J -'.t' .. ~ ....~..I 9 /...'~ S;; it< ;:' J E~ ~ -':'< ~. J ~. 1'~'~ ~. t ' . 't " . t,,_ ," .~ _". 4.::. ._ *-~~-----(----- . .r tr:l ~ ::z: H t:l1 H t-3 :J:oI SERViCES CITY OF CLEARWATER .. .. :\""---:-- I d ~ ) ~~ ~~ .. . '" 4" "- ~ .. . :1'. _~ ~~ " ;.~ ..' ',I.!!~ :!I:--e:.:.e:=#:' -.----.--- !l---' ~ 1~"I'Jl I:; ~___J' 1\----:-- -.".1' 9 : ~~ ; ! ~I 'J' I -~ ......-..+..,.."... - + -.... -)------- .. ~ tum\ii'i"'B~J!!h; C) m z ; 0 ; I I I I I I I I ~ i I III i ~ a I i ~ I , i i;! i ~ . - ..,.. 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' {:' ~; f. ,. ,-: .:;~~ '. ,~II. : : , , : -_~lt~7'" ~ ~_, . ,.. ~ . j ... \ \. ..1, , , , " II . 1- I t 0' I ~ 'n'; ''--,.;'\ ....--.--,.': I .., l' ". .k~---T------"'=- l;l~ -' \'t~.;:_....-:-.:-_..:,,'~: \ ~:;~V"'~"""'I. // !:~i.( '~~:;.~~:.:.::). ! . ........~....... ". F......~.~)~~~ Ijr;lt-."-----::::!',.,_-::---u~-'::'--'ll ~ \ I _..,>~~~\', ~~ ' S '\ -h. .'" @,- ., ~ " ".". !ld ~.~' ..\\ " n"," r-.'. ,..,.. " n _-:.~, , . ~t:" .._.J.. ~~~-.;',;~----_/ \ A~""I to:i~ ~i~ 'J II H ,...., ~-"'" (' --,t""; ~ Jr--a n ,'. I r:. --.' -- \. --_", n'" 4"'!,' n ," I II, '6 .......-':!If/-__.. . \ .I.. I"""'" ", '10, I r-- --~ --... ~?j\---;i-- ;1 - / r ~i ~: / I ; ~= .! / ~- ..~ 1<;...-..,-. ._..t_ ~...:\ ! D' '~~ ~. ~~~..... .' '. \ '. . -) \ '~ DfIf'(;)~~8~~ i-;i ,..I.t .1!: ,..,if F'tl t'.1i Il~tJ . ~.., ":';1 !"~.J I~'.' , , ~ ~ !;l i liJAjJ ~ ~ ~ " i ~ I Z l(l I I I ~ !i\ ; i I ! ~ ; " Z I i ~ ~ i !!i ;r ~ '" ... I~~: .. ~ C/Yf1 Engm".r6 Pltmner. Tr.rHc Engfn"flr8 ~.. :~~.' ~..~.. ; L6nd6c.pe An;hlt";(:t EnWonmf!nt., Englnellm -" 4'f: '. ,~r,f' . DOO CtnI_ Ro.d. !Iul\. 100 Pal", Harbor. narlda 34883 ENGINEFHING,. 1Ne. T":(727) 780-0SOD r.",(727) 784-8&&2 "ww.oYldl!l'lll).com POST DEVELOPMENT DRAINAGE MAP HOOTERS CORPORATE HEADQUARTERS CLEARWATER, FlORIDA SCALE: 1"=60' DATE: 10-15-02 JOB NO,: 732-001 SHEET: 2 'r comp."y ".me .t.nd_ for It_elf... Sent By: WALLER/MITCHELL; . 727 848 4183; Feb-18-0.34; Page 2 W ALL E R, M IT C H E'L L & BAR NET T ArT(l[\NLY~ hT L.AW ~J.lZ M^IN ~1REE1 . NEW P:>RT RICHEY. FlO!llllAIH'" . TU.l::I'IIUN1: (7!(j ~17.l.ZU!J' lAX (77.7111'!ti.11113 . (II(O J04.22QO w~dh:r.tJUi"'l:"~rJ....-..IJ~,. I.;um ROl.ANO f) \Xl AII.FR lJo",J r..;....,J<<J ~cc11 e.",,, l""'l'<T I ..11 ,....I ......~ II r_ ..~...Il,V,1Il..,. ~.<J", 'flIOMt\:; W. MI n.':HHL.11\ t"IU ",.t.\"h",11 Sih,lw.,llpr. ~:H m 1.\J:VEJU Y llllAllNLrJ h\.:\'':ll) hJ'I1\:\tO:d....-;tlll.'l,i,;Utll February 18, 2002 To Whom it M~y Concern: Re: My File 20708.01 The undersi!Jned haa made a search of the Public Records of Pinellaa COUJty, Florida, through 02/04/02 at 11:00 p.m. as to the following de3cribed property: l:'.::lrce11l 17,29-16-00000-130.01100 LEGAL ATrACHEO OWNER: limited Proporties, Inc. a Florida corporation: Ja ne5 F. Burns. Presldont P. O. Box 4946 ClEarwater, FL 34618 by virtue of that :ertaln Warranty Deed in O.R. BoOk 6350 page 2182, of the Public Rocord~: of Pinellas County, Florida. LIEN HOLDERS: iI/one TAXES: Roal ESiate Taxes for the year 2001 were paid in the amount of $775.57. Subject to easements and restrictions of record. This report undertakos only to show the record and does not attempt to pais opinion upon the validity of title shown. This report is prepared for information purpcses and the responsibility hereunder is confined to the party for which it Is compiled: and no acceptance of lhi& report shall evidenco agreement with the undersigned that NO INSURANCE IS Te BE ISSUED THEREON. and that in consideration of the limited charges therefor, the liability of tho undersigned for any negligence, errors or omissions with respect to the conlcnt thereof is limited II) the amount charged. WALLER & MITCHELL Roland D_ Waller, Esquire J .) G'd !!GV 889 l..Gl.. ^30 ~3~3H::lS eS9:S0 GO 8[ "ohl . 727 848 4183j Feb-1B-02 1.; Sent By: WALLEn/MITCHELL; II,. .' P.O. .. 1'08 _. ~tor. n 3.617-110. I J..~ . el-Jaaa60 ~y 3D. 191a 5116'" l"'__~", PnllS J. \f1 tcbr _ P.O. IIllIl 1808 CJaartIl\tor .&tL1GNQ ~u.. InD. n.... ... -' La." PllIllLW COIIJlfY I'lJI. OFF.RIC..90D! PO lU ___u.. llllU~'lIlll>>ll~ IU., .Ie. u f1Il._ ..tIttfIIf._.lIIll1'fl.....~I..."'''.....__... Ilorr . ',1')',' . ..", . ",,' . 1111\' . ;;~1^;:' . .... -..... -_.., '''Ad MnW.....lCmIlf'WICIIlllll6Dlft......_ (!1tiJ lnZ-future ....", ............ '"\-.,"tW_..,.'3o!:-~...L.,...,..' ..J..,. .-...'E5,....,.,...........=....~. ...... ,........ .,.J!r"...... ............ ....... ....Mt\. _~..... .... ......, .,........... --...- JOth ~. ilf _, am M. tllYlatllll. an ~rr1lld 1d.cbt, d. I~ " I!I PinDUu .ll1f1r,,-.Q/ . '''''1; ,., lilt Jill "', -' """~III r_1dA I g 11,1 IW ri I JJaltlllS 1nIplr:t.S.oe, Jnc., Q .._~ ~AdDn, to.O. .. .,.. CI.oIIwW, rr.. S46~= J ., "- IV rJ.orJdIr. 1l1'1~""'" J!!!J.paAlt::b~ ~tt-~u~oar. ,. M8.u::r.8 IAr wQ 1II....,~5 ,;".".., /,~....".;,..." IIr ~ ....., .=~ .......=- e,., ......fIMfM.. tw"""'I\~-" .., -,... .,lfIlt"".,.",.,,.....11/t> "11\ dIIlIIlIi wllttlrIlrM*MlI'IIfI "'..,"',........"",.., ,,.. tit <II . ,,., ,.../a"...nllilU'tV' IlulPfI /111/111 IIDfIn tmI tID CllIIbU' e~ IICIUI:I\ 17, ... B 1autII, .... 15 ..., PinIUu ClDII\ty, ~. MIS N' ..... IIlaw tbo tII. ~ 01 .... ~I~" tIla 1/1 aIItllrUno Df ~1I1D1d. .. oOl>>,U. It. m.DO ,.., ...... .....01" I, .25.00 '-', to.. JIQ1\t al.aarJ t'- ....4' '/If laD oC IUit __ IIlId _ ..0.8., ~ N\ . .....01. .. lOS.00 1aDt., c-... OO.IDIU"It, U.OO r.t., ~ . ".'01" W, lIS.OO e.t. UlIIU ~ A/W U. at 1IIIII*II1I:lId, tIwllII aw.g .w .", 1 UIcl I 00"201 U. .' 15.00 6IIt to tM pettit Of .....lIIt. IftWt b . ~Wl .l1l1I ,t- till ocaoot. . ~ __ !II ... ..~ III::Wltr DIIl1 ~ t: III PUtklI .... ~.. .-....s 111m/IS in 0... IIIlak uta, h;Il 2111:1 et .. ; 'III:lUc ....... ot PinoUu Clult.:t, f1odIID. ~.....')I'MW/"""II/tt.... N~: Put of l'JJ"16I~mO~ II...... ..1IlIl.,,,,._. ".,.""'..."".....*___.......,......""'1 ...............-.;J fII~"",.,. "" ..at. "'It. __ -.. ...._.".."",,,.., 'ituJ/IIII/IIii,I1i"" ,. ,.".,....,. III * -/1 f!..'f"F'" Ifw/II_ IIt1/IIIlf n/...., """'111 ''''''''' /WI. III ...... III!thIJl..IIM".", '" /lot /1m ,..,. ... __ 0If AIr ""'"' II1II mI""'" 1N' ""'....-. tI...., Iftl.. ua DdIII"" II CD., IIft"lu, ~Ifi/~ "IJ'~ ~ .---..-- .... J. 'l'IIIIIar . ,._.;_ U'__~I .4, ~'-.. . ~-.,.. ..._k-_ . .''''. [', . ~ ~ looN. .... ... IlIIriI . ift'..:.-r -; _ .....B! tlf.1 'R; :; L.N. ~ Jj.WI., ~~..-~ --:---..- ._;:Jjp__.... t... ",,,.,,, I'M.' '110[1 . .h4. '., ...._.. 1.II""Id L.S. LoI. - - ...~. . -.... E'd IIGV 8ES l.Gl. ^30 ~3~3H::lS Page 3 el.S:SO GO 8: "ol.,J J Sent By: WALLER/MITCHELL; . 727 848 4183j Feb-1S-02.34 j Page 2 '\ WA LLER, MITCHE'LL & BARNETT Al'TO[(NLY:> AT LAW j)lZ M^IN STREET 0 NEW rJRT RICHEY. rL(JRIIlA;1^~l . TUl.:I'IIUNI: :7!7) V17.nU'I' lAX (,7.7III'lti.111IJ . (II{\.) J04.lH& ...~,lh:l.t)Ui",'~~r~wOlllC:f ,UUl ROl.AN!) I'> W AU,FR lJ"old (.;"'"1'..1 ~",I ~,..'" L,,"'7<" ,.11 ,....1 .....,.1 f'. ,.U.r.I......,I ,~, . C,,}"' 'f110MJ\:; W. Ml n.:IiHL, JK (."11\ ,.. ~t.\'h~tl Q,.lw.,l h.r. ~.U III tlcVWu Y It bAllNlirl h\'"'il:JJ, h;.lln\:\IO:IJ",';,II\.'I.~\l1I1 February 18,2002 To Whom it M!lY Concern: Re: My File 20708.01 The underai!Jned haa made a search of the Public Records of Pinellaa COUJty, Florida, through 02/04/02 at 11:00 p.m. as to the following described property: ~arcel # 17.29-16-00000-130-0400 LEGAL ATrACHED OWNER: Limited Proporties, Inc. a Florida corpora lion : Ja nes F. Burns, Presldont P. O. Box 4946 ClEarwater, FL 34618 by virtue of that ::ertaln Warranty Deed in OR Book 6350 page 2182, of the Public Rocord~; of Pinellas County, Florida. LIEN HOLDERS: i~one TAXES: Roal ES'ate Taxes for the year 2001 were paid in the amount of $775.57. Subject to easements and restrictions of record. This report undertakos only to show the record imd does not attempt to pais opinion upon the validity of title shown. This report is prepared for information purpcses and the responsibility hereunder is confined to the party for which it Is compiled; and no acceptance of this report shall evidenco agreement with the undersigned that NO INSURANCE IS Te BE ISSUED THEREON, and that in consideration of the limited charges therefor, the liability of tho undersigned for any negligence, errors or omissions with respect to the conlent thereof is limited tl) the amount charged. WALLER & MITCH ELL Roland D. Waller, Esquire J .) God IlGV 889 t...Gt... "30 ~3~3HJS eS9:S0 GO B[ "01-.1 , Sent By: WALLEn/MITCHELL; . 727 848 4183; Feb-18-02 1.; '''. II, .,' _. 1'.0... 1.01 , C1.<aNItor. n. 3.617.110. I 2..~ . e&-12'~60 ~y 3D, 199& S116," ''''-_",-", PnlCl J, Wlldt:r _ P.O." 1801 CJaar:II1fttor'&~~Ro.~lrs. InIl. n....... ......., PllUll.LU COIDI'I"I 'LA, OFP.RIC." 90DS PO UC --......." 01 IU~'lIll.,!If~ Itlt' .10. U f'UI ~ _ ""'1JitNf ,..'..""",..,...1_...,.... ..__..~ IWT , '11')1.' . "II' , loW . 'UI\' , ,...-..... ...... ......:t ".,.....,..,. ....1'ftIICt1lMD.DIl'......._ (!1tiJ Jn~tnture _.-. '''. 'In,,^,, .......' ""'1r..........~I.........~.'ao:......~............,.' ..J.,......"fi:.....,...a..~="IIJ'... ...... ,...*~ -.I!'I"....., ...w...... aW_ ....-*". ............ .... "II1II..., ............. ,,____ JOth ... 4f _, am M, t ll'IUtGII, All 1lIIftIIIltt1lld 1d.It::w, ... I~ I' &!l PUlellu .fII/,Ittl'-.rll[ . ""I) ",. J/fl .', MtI "",I """,. III r_Jdp ,g 1i,1 Ill' Ii I IJalltllld~. JrE., Q rlGl'~ a:IlplrlloWln, t'.O. .. CMi. CIoaNdar, J'L MIi~= J _1"""".1/ f1.arJda fl/J~'-ull/ ~!!!J.paJ.l\.~~ ~"'~(t~fl8t'.!,. .....~~ .. vU iii "/';;5 ~"." fI/ ',r...../III1. ,.. ~ ....., .=:--- ".....atllftf ,.,..... It ,u"'.""'1IIf1I I/I1II"" III,,,,,,,.,.,,... IV /frill ~- =-d''''.!'''''Ik'JI/atI~~_III'''Ji ......,.,.~ ~ r;/ ~,., "-'/JI/M'lllll/J'q,I' i'w!faT.. ..,,'" "''''wllt /ID9bI tmII tIID aantar (I! IJIatJoI\ 17, ... B tautJI, RIllIO 1& 111ft, P1IlI1Iu lllIulIt;y, ~. MIl AI' .... ~ tilt W. o.ImdJ.nI Of 8IJ4 ~I_ala till It/If ~JJno a! ~1Il1lMd, II oOIJDI13'., 'aA.DO ..., ....... .....01" I, .25.00 fIR, to it pQI.\t a1alg till ....Jr I" laID cC IUit 1IIIIPI:aI'" .. I'.o.a., ~ N\" "'.'1)1" ., lOS.OO bt., c-.... OO'.'U' 1.8.00 flit, tM1llD . ....01. II, lIS.0D faR, _ IIi4 lIMtIIC1I A/ff UIII at ~ 1IllIIl, ~ IlkIIl9 IId4 AItIllllo . 80'20'13", 16.08 !lit ell .. petnt Of ...-"". 'IlWt 111 . --.1._ .. lit ,t- tlD GIlftODt. . ~ IOlC !I\ .. ar~ ~ DII4 IlIMDI\ t: III PIItta. IlDnto datiIlf.. -.....s 101U/1! 1ft 0.'. leak uta, _ 21t:1 of tJlt : 'llbUc ~ oIl'inoUu ~, rlodlIA, """""......., ftrmt 'IIIfII(l/rlfIIw NIiUrr: Put of 11 /2"1~/1JOIOCQO II ... ... .. .1.,. _. /rIfI#1M "".""..,....., ""=I._J. """-,..... ut III ..,.........,:;;;..-,.,..,."" ",tt, /hit, W-_.. "'_11/ -"."",,,,,JIto/fIIij;.IWrSII ,.".,..", /tI 1Iw_" f!!f"'" ,.""", MIl /lfMtltI III"""";~? 11/1.""""" la ....... tIIIlnIIl.,.,,.., """' .., "" /1m ,.., ... .......... Itf All ...., .. "'" .. *' Ml/lfW /IrW......_. etl..... ...1.. ... 11111111'" II GlIIr lift_flU, ~~~ ~J'~ ~ .---..-- 1IIIW& or. '!.'IIIIlM' .~ ,,'.....~_ u'__~1 ';J ~ '-.~ .:;.~, .~-..... .n.ut-_lW. . _.."'''' .~ ~ J..N. laD iI. '. -~.... ...... IW-;" j 'H ..-.trII l! L.N. .........-...., U,III'.:II .~~_...__..- ,-" -- ,J-ur . --;:JP--'" t.. "''''-1 -., I"~ . ...;, './ ...._... 1..11....1... L.S. L.S. -... ~.... . -.....-- E'oI 112v 8ES t..2t.. ^30 ~3~3H:JS Page 3 et..s=so 20 8: f\OIoJ I . . It This instrument was prepared by: ROLAND D. WALLER, ESQUIRE/ nas WALLER & MITCHELL 5332 Main Street New Port Richey, Florida 34652 # 20708.06 GRANT OF EASEMENT THIS EASEMENT, made effective as of the day of August, 2002, by and between Hampton Road Development Corp., a Florida corporation (hereinafter referred to jointly and severally as "Grantor"), and Limited Properties, Inc. a Florida corporation (hereinafter referred to as "Grantee"), .WITNESSETH : That the Grantor, for and in consideration of the mutual covenants contained herein and the sum of TEN AND NO/100 DOLLARS ($10.00), and other good and valuable consideration to said Grantor in hand paid by said Grantee, the receipt where is hereby acknowledged has granted, bargained and given to the Grantee and the Grantee heirs and assigns forever, a perpetual, non-exclusive easement for the purpose of vehicular and pedestrian traffic granting Ingress and Egress, over and across a 30 foot easement, more particularly described as follows: See EXHIBIT A attached hereto and made a part hereof. The Grantor reserves the right and power to amend or modify the legal description shown in Exhibit A, in order to relocate said easement, provided whatever legal description which is used allows a 30 foot easement for Ingress and Egress across Grantor's property for the benefit of the property described in Exhibit B. This easement is for the use and benefit of the following described property See EXHIBIT B attached hereto and made a part hereof; Grantor, for Grantor their heirs, and assigns, covenants with Grantee, its heirs, successors or assigns, that Grantor from time to time and at all times after the effective date of this instrument, at their own cost and expense, will repair and maintain, in a proper, substantial, and workmanlike manner, in accordance with all the requirements of any governmental entity, the above described ingress, egress easement. Grantor shall keep all areas properly paved, sealed, striped and cleared free of I . . l rubbish and obstructions of nay nature, shall maintain any landscaping or planting thereon in good c0ndition and shell provide adequate drainage/ lighting and insurance therein and shall pay all expenses including utilities in connection therewith. This easement shall be exclusive to the Grantee, their heirs / successors or assigns. IN WITNESS WHEREOF, the parties have caused this Grant of Easement to be executed as of the date first above written. Signed/ sealed and delivered in the presence of Hampton Road Development,Inc. By: Neil President ( SEAL) Name: STATE OF FLORIDA COUNTY OF PINELLAS Before me, a Notary Public in and for the said State and County/ personally appeared Neil G. Kiefer, President of Hampton Road Development/Inc., on behalf of the corporation/ who is personally known to me, and he acknowledged that they executed the same for the purposes therein expressed. IN WITNESS WHEREOF, I have set my hand and official seal the / l.{.~ day of August/ 2002. ~~ Notary Public-State of Florida My commission expires: LUClu.E GRINNElL MY COMMISSION # CC 949763 . EXPIReS: Augusl29, 2004 Bonded Thru Notary Public Underwritarl , . . \. .. EXHIBIT " A " DESCRIPTION: PROPOSED .30.0' INGRESS AND EGRESS EASEMENT A PORTION OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP. 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING FURTHER DESCRIBED ,AS FOLLOWS: BEGIN AT THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; THENCE RUN ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION 17, ALSO BEING THE CENTERLINE OF HAMPTON ROAD ,AS NOW ESTABLISHED, NORTH 00.20'13" WEST, 545.00 FEET; THENCE NORTH 89.46'01. EAST, 20.00 FEET TO THE EASTERLY RIGHT -OF-WAY LINE OF HAMPTON ROAD AS NOW ESTABLISHED AND THE POINT OF BEGINNING; THENCE RUN ALONG SAID EASTERLY RIGHT-Or-WAY LINE, NORTH 00.20'13" WEST, 30.00 FEET; THENCE NORTH 89.46'01. EAST, 120.10 FEET; THENCE 86.39 FEET ALONG THE ARC OF A 55.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST, SUBTENDED BY A CHORD DISTANCE OF 77.78 FEET WHICH BEARS SOUTH 45.13'59" EAST, TO THE SOUTHERLY BOUNDARY LINE OF PARCEL .C-1.; THENCE ALONG SAID SOUTHERLY BOUNDARY LINE, SOUTH 89.46'01" WEST, .30.00 FEET; THENCE LEAVING SAID SOUTHERLY BOUNDARY LINE, 39.27 FEET ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST, SUBTENDED BY A CHORD DISTANCE Or .35..36 FEET WHICH BEARS NORTH 45.1.3'59" WEST; THENCE SOUTH 89'46'01. WEST, 120.05 rEET TO THE POINT OF BEGINNING. CONTAINING 5487.12 SQUARE FEET MORE OR LESS. , . . I. EXHIBIT "B" Parcel C; The East 100 feet of the West 230.00 feet, less the North 730.00 feet thereof, of the Southwest 1/4 of the Northeast 1/4 of Section 17, Township 29 South, Range 16 East, Less Gulf-to-Bay Boulevard Right-Of-Way, and Less The East 100.00 feet of the West 230.00 feet, less the North 730.00 feet and less the South 520.00 feet of the Southwest 1/4 of the Northeast 1/4 of Section 17, Township 29 South, Range 16, East, Pinellas County, Florida. . . I.) SEC 17 TWP ~ RNG ~ SCALE ~ ASSUUm -.:~ 2.)5A.~~==.....~..,.ZOHE 3.)~~~:tT~~~~~ ~=~\oC,fto:K.- TO THE OI'.TE Of' f1[U) 4.) ms ~ OR SlCm:H DOES Haf RD'1ZC;T Oft DODMH[ _. SCALE IN F'EET :-- 1 o 3D OESCRlPl1OH: PROPOSED 30.0' INGRESS AND EGRESS EASEMENT A PORl1ON OF THE SOlITHWEST 1/< OF lHE NORtHEAST 1/< or SECTION 17, TOWNSHlP 29 SOUTH, RANGE U EAST, PINEUAS COUNTY. FlORIDA, BEING FURTHER DESCRIBED AS FOllOWS: BEGIN AT THE CENTDl OF SECTION 17, TOWNSHlP 29 SOUTH, AANCE 16 EAST, PINEUAS COUNTY. Fl.ORJOA; THENCE RUN AlONG THE NORTH-SOUTH CENTERlINE or SAIO SECTION '7, AlSO BEING lHE COOIRUNE or Hl.lAPrON ROAD AS _ ESTAIlUSHED. NORTH 00'20'13" WEST. MMO FEf:T: THENCE NORtH 89'<6'01" EAST, 20,00 FEf:T TO lHE EASTERLY RIGHT-or-WAY UNE Of" Hl.lAP1llN ROAD AS _ ESTAIllJSHtO AND THE POINT or BEGINNING; THENCE RUN AlONG SAlO EASTERLY RlGHT-Qf'-WAY UNE, NORTH 00'20'13" WEST, 30,00 FEEI'; THENCE NORTH 89'<6'0'" EAST. 120.10 FEf:T: THENCE 86.39 FEf:T AlONG lHE ARC Of" A 55.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST, SU9TENOED BY A CHORD DISTANCE OF 77,78 FEf:T WHICH BEARs SOl1TH <5"13'59" EAST, TO THE SOUTHERLY BOUNDARY UNE or PARCEL "C-'"; THENCE AlONG SAIIl SOUTHERLY BOUNDARY UNE. SOl1TH 89'<6'0'" WEST. 30,00 rEEr; THENCE lEAWIG SAID SOUTHERLY BOUNDARY UNE. 39.27 FEf:T AlONG lHE ARC OF A 25.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST, SUBTENDED BY A CHORD O!STANCE OF' 35.36 FEET WHICH BEARs NORTH 45"3'59" WEST; THENCE SOUTH 89"46'0'" WEST. 120.~ fttT TO THE POINT or BEGlNNtNG. CONTAINING 5-487.12 SQUARE fEET UORE OR LESS. ~ ~ ~~ 0 ~ <( l:!z 0 ~! c:: ~ UNPlATlID "'l CURVE DATA: NO.: 0) RADIUS: 55.00' ARC: 86.39' CHORO: 77.78' CHORD 8EARlNG: S<5'13'59'E NO.: 0 RADIUS: 25.00' ARC: 39.27' CHORO, 35.36' CHORD BEARING: N<5"13'59-W z o 0 I- NO a.. . 0 :::E18ci ~r~ .. (1-'- I lll~ ~~ '" ~~~ I zo l' ill - CEJn'ER or SEC. 17. 'YWP. 29 S., RND. 15 E. PINW.AS COUNlY, FlORlOA. SENT TO NfO CER1lF1ED fOR: SCHtRER DEVELOPMDlT, llC 1357.5 SInH STREET, NORTH - sum: 140 ClLARWATER, n. 337&0 8RAHOON REAlTY VENtURE WALLER MrTCHELL 6: BMNm N89'46'01"E 1~0:1 0' PORTION OF THE S.W, 1/4 OF THE N.E. 1/4 OF SECTION 17 S89.46'01"W P.O.B. 120.05' @ ARC=39.27' UNPlATTED S. BDRY. UNE OF PARCEl .c- t. THIS IS NOT A SURVEY BOfJNDARV SKETCH ONLY DJL SURVEYING COMPANY INC. ~L.B. 5789L ~c~~S;~~!o. (~W.,m-=~:..gw ~~J: DRAWN BY: E,W. ~~r:v OATE: 07 23 02 ORDER NO. 02-0723 lW' NO, B-32377 2 CERYIF1CA.11ON NOT VAUO AFTER gO MYS FROW DATE or SURVEY OR ~TE DATE UPMT[S AND OR RtVISIONS CERTIFICATION I HEREBY CERTIFY TO THE BOUNDARY SKETCH AND LEGAL DESCRIPTION ~~HO E~ON '. . f.'l..3 () D . E . .:Z NO, ~68 NOT VAUO EilIIOSSEO SEAl. . . "1 This instrument was prepared by: ROLAND D. WALLER, ESQUIRE/ nas WALLER & MITCHELL 5332 Main Street New Port Richey, Florida 34652 # 20708.06 GRANT OF EASEMENT THIS EASEMENT, made effective as of the day of August, 2002, by and between Hampton Road Development Corp., a Florida corporation (hereinafter referred to jointly and severally as "Grantor"), and Limited Properties, Inc. a Florida corporation (hereinafter referred to as "Grantee"), WITNESSETH: That the Grantor, for and in consideration of the mutual covenants contained herein and the sum of TEN AND NO/100 DOLLARS ($10.00), and other good and valuable consideration to said Grantor in hand paid by said Grantee, the receipt where is hereby acknowledged has granted, bargained and given to the Grantee and the Grantee heirs and assigns forever, a perpetual, non-exclusive easement for the purpose of vehicular and pedestrian traffic granting Ingress and Egress, over and across a 30 foot easement, more particularly described as follows: See EXHIBIT A attached hereto and made a part hereof. The Grantor reserves the right and power to amend or modify the legal description shown in Exhibit A, in order to relocate said easement, provided whatever legal description which is used allows a 30 foot easement for Ingress and Egress across Grantor's property for the benefit of the property described in Exhibit B. This easement is for the use and benefit of the following described property See EXHIBIT B attached hereto and made a part hereof; Grantor, for Grantor their heirs, and assigns, covenants with Grantee, its heirs, successors or assigns, that Grantor from time to time and at all times after the effective date of this instrument, at their own cost and expense, will repair and maintain, in a proper, substantial, and workmanlike manner, in accordance with all the requirements of any governmental entity, the above described ingress, egress easement. Grantor shall keep all areas properly paved, sealed, striped and cleared free of . . rubbish and obstructions of nay nature, shall maintain any landscaping or planting thereon in good condition and shell provide adequate drainage, lighting and insurance therein and shall pay all expenses including utilities in connection therewith. This easement shall be exclusive to the Grantee, their heirs, successors or assigns. IN WITNESS WHEREOF, the parties have caused this Grant of Easement to be executed as of the date first above written. Signed, sealed and delivered in the presence of Hampton Road Development,Inc. By: Neil President (SEAL) Name: . STATE OF FLORIDA COUNTY OF PINELLAS Before me, a Notary Public in and for the said State and County, personally appeared Neil G. Kiefer, President of Hampton Road Development,Inc., on behalf of the corporation, who is personally known to me, and he acknowledged that they executed the same for the purposes therein expressed. IN WITNESS WHEREOF, I have set my hand and official seal the / L{.-r:::... day of August, 2002. ~~~~ Notary Public-State of Florida My commission expires: ,\'l~~'J}::!,~ LUCILLE GRINNEll fJ"': .~~ MY COMMISSION # CC 949763 . EXPIRES: Augusl29, 2004 Bondld Thru NOIIIy Public Underwritell . . ~... .~ EXHIBIT " A 'I DESCRIPTION: PROPOSED 30.0' INGRESS AND EGRESS EASEMENT A PORTION OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELlAS COUNTY, FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELlAS COUNTY, flORIDA; THENCE RUN ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION 17, ALSO BEING THE CENTERLINE OF HAMPTON ROAD AS NOW ESTABLISHED, NORTH 00'20'13" WEST, 545.00 FEET; THENCE NORTH 89'46'01" EAST, 20.00 FEET TO THE EASTERLY RIGHT -OF-WAY LINE OF HAMPTON ROAD AS NOW ESTABLISHED AND THE POINT OF BEGINNING; THENCE RUN AlONG SAID EASTERLY RIGHT-OF-WAY LINE, NORTH 00'20'13" WEST, 30.00 FEET; THENCE NORTH 89'46'01" EAST, 120.10 FEET; THENCE 86.39 FEET ALONG THE ARC OF A 55.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST, SUBTENDED BY A CHORD DISTANCE OF 77.78 FEET WHICH BEARS SOUTH 45'13'59" EAST, TO THE SOUTHERLY BOUNDARY LINE OF PARCEL "C-1"; THENCE ALONG SAID SOUTHERLY BOUNDARY LINE, SOUTH 89'46'01" WEST, 30.00 FEET; THENCE: LEAVING SAID SOUTHERLY BOUNDARY LINE, 39.27 FEET ALONG THE ARC OF A 25.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST, SUBTENDED BY A CHORD DISTANCE OF 35.36 FEET WHICH BEARS NORTH 45'13'59" WEST; THENCE SOUTH 89'46'01" WEST, 120.05 FEET TO THE POINT OF BEGINNING. CONTAINING 5487.12 SQUARE FEET MORE OR LESS. . . EXHIBIT "B" Parcel C; The East 100 feet of the West 230.00 feet, less the North 730.00 feet thereof, of the Southwest 1/4 of the Northeast 1/4 of Section 17, Township 29 South, Range 16 East, Less Gulf-to-Bay Boulevard Right-Of-Way, and Less The East 100.00 feet of the West 230.00 feet, less the North 730.00 feet and less the South 520.00 feet of the Southwest 1/4 of the Northeast 1/4 of Section 17, Township 29 South, Range 16, East, Pinellas County, Florida. . . I.) SCAlE IN FEET .-- ~ o 30 HOTES SEC ---.!Z- TWP ~ ABBREVIATIONS RNG...!2....L.. SCALE ~ ASSUUEO -=~ 2.)~~~F~OH~FORZONE ~)~~~:tT~~~~~ ~~ ~"":.~ TO 1)ft MTr Of fIEU) 4.) ntS -..wr:r OR SIC[TCH DOES NOT IU\.tCT Clfl DETEIa.IH[ _. OESCRlPllOH: PROPOSED 30.0' INGRESS AHO EGRESS EASEMENT A PORTlON OF' lHE SOlllHWEST 1/4 OF' THE HORlHEAST 1/4 or SEenOH 11, TOWNSHIP 29 SOIITl<, RANGE 16 EAST, PINEUAS COUHIY. FlORIDA, 8[)NG FURTHER DESCRIBED AS f'OLl.OWS: BEGIN AT lHE GENTER OF' SECTION '7, TOWNSHIP 29 SOUTH, RANGE '6 EAST. PINEUAS COUHIY, FLORIDA; lHENCE RUN AlONG lHE NORTH-SOl/IH CEHTERUNE or SAID SECTION 17. AlSO BEING lHE CENTERUNE or HAlIPTON ROAO AS H<WI EST_EO, NORTH 00"20"3" WEST, ~4~.00 I"EET: lHENCE NORTH B9"46'O'" EAST, 20.00 I"EET TO THE EASTERLY RlGIIT-QF'-WAY UNE OF' HAlIPTOH ROAD AS H<WI ESTABLISHED AND THE POINT OF' BECINNING: lHEHCE RUN ALONG SAID EASTERLy RIGHT-OF'-WAY UNt, NORlH 00"20'13" WEST, 30.00 I"EET; lHENCE NORlH 69"46'0'" EAST, 120.10 FEET: THENCE 86.39 FEET AlONG lHE ARC OF' A ~~.OO FOOT RADIUS CUlM: CONCAVE TO THE SOUlHWEST, SUBTEHOEO BY A CHORD DISTANCE OF 77.78 I"EET WHICH BEARs SOUTH 45'13'~9" EAST, TO lHE SOUlHERLY BOUNDARY UNE OF PARCEl. "C-'": lHENCE AlONG SAID SOUTHERLY BOUHllARY UNE. SOUlH 89"46'01" WEST. 30.00 FEET: lHENCE LEAVING SAID SOUlHERLY BOUNDARY UHE. 39.27 FEET AlONG lHE ARC OF A 2S.00 f'OOT RADIUS CURVE CONCAVE TO lHE SOlIIHWEST, SUBTEHOEO BY A CHORD DISTAHCE Of' JS.J6 fEET WHICH BEARS NORTH 45'13'59" WEST; THENCE SOUTH 89"46'Ol~ WEST. 120.05 FEET TO THE POINT Of" BEGINNING. CONTAINING 5487. t 2 SQUARE rEO MORE OR lESS. CURVE DATA: '" 9 ~ I 0 ~~ <l: i!z 0 ~! 0::: 3 UNPlATTED tt) NO.: 0 RADIUS: ~~.oo' ARC: 86.39' CHORD: 77.76' CHORD BEARIHG: S4S'1 3'~9"E NO.: 0 RADIUS: 2~.00' ARC: 39.27' CHORD: 35.36' CHORD BEARING: N45'13'~9"W z ~ ~o ~Ib~ ~+~~ (1-' I I,.,. Pel u 8 ~~ ~:: ~ !l ~r:i I !~ ~I LN CENl'ER OF' SEC. '7, TWP. 29 S" RNC. '6 E. PINEUAS COUNtY, FlORIDA. N89'46'01"E 120:10' PORTION OF THE S.W. 1/4 OF THE N.E. 1/4 OF SECTION 17 S89046'01"W P.O.B. 120.05' @ ARC=39.27' UNPLATTED S. BORY. UNE OF PARCEL .C- f. 1HIS IS NOT A SURVEY BOfJNDARV SKETCH ONLY SENT TO AND CER11AED FOR: $CH[R[R DEVELOPMENT. LlC 13575 S8TH STRm, NORTH - SUfJ[ ,.0 ClEARWATER. fL JJ760 BRANDON REALTY VDnIJRE WAULR t.lITCHEl.L &: BARNETT DJL SURVEYING COMPANY INC. (L.B. 5789) PHONE: (727) 1\45-8084 / (727) 1148-8900 FAll: (727) 1\45-5416 6324 CORPORATE WAY (P,O. BOX 791) HEW PORT RlCllE'I, FL 34656 DRAWN BY: C~l1OH NOT YAUD AFTER gO DAYS E.W. mo" DATE OF' SUIMY OR UPDATE CHEC~ r: v MTE I.IPDATES AND OR REVISK>NS DATE: 07 23/02 ORDER NO. 02-0723 lW' NO. B-32377 2 CERTIFICA TION I HEREBY CERTIFY TO THE BOUNDARY SKETCH AND LEGAL OESCRIPTION ~~HO E~ON .. 'f.'Z..3 D o . . .:2 NO. ~68 HOT YAUQ E\lIlOSSEO SEAL I I I I I I I I I I I I I I I I I I I STORMW ATER DESIGN REPORT FOR: HOOTERS CORPORATE HEADQUATERS OFFICE COMPLEX CLEARWATER, FLORIDA PREPARED FOR: BRANDON REALTY VENTURE, INC. 13575 58TH STREET NORTH, SUITE 149 CLEARWATER, FL 33760 SUBMITTED TO: SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT CIJ'Y OF CLEARWATER, FLORIDA PREPARED BY: AVID ENGINEERING, INC. 2300 CURLEW ROAD PALM HARBOR, FLORIDA 34683 C \Jf.ll/f&~ s n T. KmIec, P.. . Project Manager FI. Lie. #57508 November 2002 PROJECT No. 732-001 I I I I I I I I I I I I I I I I I I I Hooters Corporate Headquarters City of Clearwater, Florida Table of Contents Part A - General Information: Project Narrative ............... .... ...... ....... . ............................................ .... ......... 1 Vicinity Map....................... ............................ ................................. ........ ..... 5 USGS Quadrangle Map................... :...... ........ ...................................... ........ 6 SCS Soils Map. .................. ................. ........................................... ........ ....... 7 Flood Insurance Rate Map ............................................................................ 10 Legal Description.................... ............ ......... .... ........ .......................... ........... 12 Part B - Drainage Calculations: Pre-developed Drainage Basin Map .......... ............... .................... ......... ....... 13 Rational Runoff ("C") Calculations............ .......... ....... .......................... ....... 14 FDOT Zone 6 Intensity-Duration-Frequency Chart .....................................15 Post-Developed Drainage Basin Map ........................................................... 16 Pond / Infiltrator Stage-Storage .................................................................... 17 Water Quality Calculation....... .......................... ................... ...... .................. 17 25-Yr / l-Hr Modified Rational Method Calculations ................................. 18 Weir Calculations.................................. ............ ..... ................ ...................... 19 Wet Detention Pond Water Quality Recovery Calculations...................:..... 20 Underground Vault Water Quantity Recovery Calculations (MODRET).... 21 StormTech SC-3l 0 System Sizing ............................................................... 24 Appendix A - Operation and Maintenance Guidelines Appendix B - Ownership Documents Appendix C - Soils Report I I I I I I I I I I I I I I I I I I I PROPOSED DEVELOPMENT OVERVIEW: The project site is located on Hampton Road approximately 800 feet north of the intersection of Hampton Road and Gulf to Bay Boulevard (SR 60). See location map and USGS quadrangle map. In existing conditions the site drains to the north-northwest to an existing swale running along the northern property line. This swale ultimately discharges to the David Road right-of-way. The proposed development is a 2.62-acre, two-story office complex with associated vehicular use areas and stormwater management system. The storm water management system has been designed for the treatment and attenuation of stormwater runoff for the proposed site. Water quantity storage requirements will be met via a wet detention pond connected to a dry detention underground vault. Water quality will be performed within the wet detention pond. The stormwater system will discharge to the existing drainage swale along the north boundary of the site at a rate that will not exceed the pre-developed discharge rate. The proposed stormwater management system has been designed in accordance with the design criteria of the Southwest Florida Water Management District (SWFWMD) and City of Clearwater. DESIGN CRITERIA: The applicant-owned area covers less than ten acres but more than two acres of impervious area is proposed. Stormwater management for this site falls under the jurisdiction of the SWFWMD and City of Clearwater. The positive discharge for the site will be controlled and directed to the existing drainage swale at a rate less than the existing peak runoff rates. The stormwater design criteria for the SWFWMD and the City of Clearwater are as follows: SOUTHWEST FLORIDA WATER MANAGEMENT DISTICT · Water Quality Treatment for the first Y2 inch of rainfall over the entire basin. · Drawdown of treatment volume within 72 hours. No adverse impacts to upstream or downstream adjacent properties. 1 I I I I I I I I I I I I I I I I I I I CITY OF CLEARWATER · Modified Rational method may be used to determine attenuation volume required. · Attenuation of 25 yr - 24 hr storm such that proposed 25 yr peak flow is less than or equal to the existing 25 yr peak flow. · All wet detention systems shall incorporate a vegetated littoral shelf over 35% of the areal cover of the pond under normal conditions. Dry detention systems shall drain dry within 24 hours or less. PRE-DEVELOPMENT CONDITIONS: Basins: The existing site currently drains to the south/southeast via sheet flow to an existing drainage ditch running along David Avenue (See Pre-developed Drainage Map). The existing site contains a 2,300 SF, one story residential home that will be demolished As previously stated, the total site area is 2.62 acres. The area to be developed totals 2.36 acres. This basin does not include 0.26 acres of the total site area that will remain pervious. The curve number for this area will not change in proposed conditions and historic drainage patterns will be met. Therefore, this area will not have a net affect on the discharge rates and can be excluded. Rational Runoff Coefficient: The existing basins' rational runoff coefficients (C-value) are based on the relative areas of impervious and pervious surfaces within each basin. A C-value of 0.2 is used for pervious surfaces and 0.95 for impervious areas. The Predeveloped Composite Rational C was determined to be 84.56. Time of Concentration: Per the City of Clearwater Stormwater Design requirements the outfall shall be restricted to the Pre-developed 25 Yr / 1 Hr storm event. Therefore a time of concentration was of 1 Hr was used for Pre-development conditions. POST-DEVELOPMENT CONDITIONS: Basins: The Post-development basin delineation was kept similar to the Pre-development so that discharge rates could match existing conditions (See Post-development Drainage Map). Rational Runoff Coefficient: 2 I I I I I I I I I I I I I I I I I I I The existing basins' rational runoff coefficients (C-value) are based on the relative areas of impervious and pervious surfaces within each basin. A C-value of 0.2 is used for pervious surfaces and 0.95 for impervious areas. The Postdeveloped Composite Rational C was determined to be 96.21. Time of Concentration: The time of concentration is assumed to be 10 min. for the post-developed conditions. ALLOWABLE DISCHARGE RATE: The allowable discharge rate is established by the modified rational method for the existing basin. The City of Clearwater requires that the discharge rate be restricted to accommodate the predevelopment 1 HR / 25 YR design storm event. This discharge rate will be met via a weir located within a diversion box (D-2). Once the water in the on site piping system stages above the treatment volume it will discharge via the diversion box (D-2) to the drainage ditch located at the southeast comer of the property. WATER QUALITY: The SWFWMD requires that wet detention systems with underdrain drawdown treat the first one-half inch of rainfall on the contributing basin. The City of Clearwater requires that the treatment volume be handled within the wet detention system and shall incorporate a vegetated littoral shelf with drawdown. The drawdown system may include an underdrain system. Therefore an underdrain located at the littoral shelf is proposed for the treatment drawdown. A control structure (D-B) is located within the wet pond with the overflow elevation set at the treatment volume elevation to ensure that the treatment volume is handled entirely within the wet detention system. WATER QUANTITY: The size of the project and total land area qualifies the project as a Minor Surface Water Management System per SWFWMD criteria. Per the City of Clearwater the quantity of water required to be stored is the volume required to keep the proposed 25 yr - 1 hr peak discharge rate less than the existing 25 yr - 1 hr peak discharge rate. The water quantity requirements are met using the storage volume in the wet detention pond together with the volume provided in the underground storage chambers. Once the water elevation inside the wet detention pond stages above the treatment volume the water level will equalize between the wet pond and the underground storage chambers via the overflow control structure D-B. The quantity of water within the storage chambers will be recovered via percolation into the ground. Drawdown calculations are provided to show that the water quantity within the storage chambers will percolate within the required 36 Hr time period. }> I I I I I ! I I I I I I I I I. I I I I I CONCLUSION: The stormwater management system for the proposed development will meet or exceed the minimum design standards enforced by the Southwest Florida Water Management District and City of Clearwater. 4 I ~ Q) O'l ro I 0.. ni "0 " c: " U I '0 :E Cl 0:: oS c: CIJ CIJ I :> 0 CIJ LO :; 0 >- Vi CIJ oiij' ::; I w :I: @ III ~ 0" 0 .c I :; '" ro c: '" '"0 '0 '" .C c: '" 0 U E I LL 0 '" c: 0 ,.: Oin III CD oE +-' W ro c. I .c ~ j c: CIJ ro ." .!ll CD c: 02 I () ~ .E C/) oS I- III CIJ CD "0 :> +-' U ro 05: I .. :J m 0- "0 III '"0 :E f- ro ,; CD CIJ I ~ I CIJ III i!! CD III E +-' Cl ro oc: "'- I- lia: I 0 ~ui CI)CIJ c.. toe;, I- oE u 0 0 oC: "'.c () o u '" CIJ ef- I C/) t~ -I- j~ CD +-' ~~ 0 ='" .c'" 0 '" I I "2@ ~-g-c f3e:::i ~ ~ ~ ~~.!! I 'C.!!! ~ ~~~ iii..': ffi .~ <c m Q.Um g..so w::>:,o> I ~~~ -0" :g E ~ c: u "CIJ 0 ..... 0 I ~ -m ~ I UQ.c r:::u~ 511: m o c. '" .~ ~ 5- ::EoE 8~8 0>->- I "'"""" airnm "''''''' "''''''' @1:.E t.~.[ 'i: a. a. >-00 I g-uu U@@ 5 I I I I @ PINELLAS COUNTY. FLORIDA N I ! I I .!!' :;;: 0; '" W- 0 0 I 0 It) I I I I 0 0 0 I 0 N 0 0" ':"' Ql Iii u I l/) 0 0 0 - ~":!: I 0 0 0 '" I :::R 0 0 0 IT) I ...~ 0 ~, 0 0 ..,. I 0 0 0 It) I I I I "1 114 few small areas that are strongly acid throughout and do I not have marl accumulated in the lower layers. This soil responds well to artificial drainage. If properly designed water-control practices are used, it is well suited to truck and flower crops and improved pasture. It is 1 poorly suited to citrus unless intensive water control is established. (Capability unit IIIw-3; woodland group 7) Myakka Series I. The Myakka series consists of nearly level, poorly drained sandy soils that formed in thick beds of acid ma- rine sands. These soils are on broad low ridges between I sloughs and swamps in the flatwoods and in small areas on the upland ridge. Typicfllly, the surface layer is black fine sand about 4 inches. thick. Below this is loose gray fine sand about 12 I inches thick. The next layer is organic-matter stained, weakly cemented, friable fine sand about 14 inches thick. .The upper part of this layer is black, t~e middle par~ is dark reddish brown, and the lower part IS dark yellOWISh I brown. Below this is lighter colored fine sand that extends to a depth of more than 84 inches. Reaction is very strongly acid ~o a depth of about. 20 inches and strongly acid below thIS to a depth of 84 mches. The water table normally is at a depth of 24 inches. I Myakka soils have very low available water capacity, low organic-matter content, and low natural fertility. Permeability is rapid to. a depth of ab~ut 16 inch~s, mod- leratebetween 16 and 25mches, and rapId below thIS depth. Representative profile of Myakka fine sand: AI-o to 4 inches, biack (lOYR 2/1) rubbed fine sand; weak, fine, crumb structure; very friable; mixture of organic matter and light-gray sand grains has a salt-and- I pepper appearance; many fine and coarse roots; very strongly acid; clear, smooth boundary. A2-4 to 16 inches, gray (lOYR 6/1) fine sand; single grain; loose; many medium and coarse roots; very strongly acid; clear, smooth boundary. I B21h-16 to 20 inches, bla.ck (5YR 2/1) fine sand; weak, line, crumb structure; weakly cemented; most sand grains well coated with organic matter; many fine and me- dium roots and few coarse roots; very strongly acid; clear, smooth boundary. I B22h-20 to 25 inches, dark reddish-brown (5 YR 2/2) fine sand; weak, fine, crumb structure; weakly cemented; sand grains well coated with organic matter; common fine and medium roots; common fragments of weakly cemented black (5YR 2/1) along root channels; 1 strongly acid; clear, wavy boundary. B3&Bh-25 to 30 inches, dark yellowish-brown (10YR 3/4) fine sand; few, medium, distinct, dark reddish-brown (5 YR 2/2) mottles and few medium, faint, brown (lOYR 5/3) mottles; single grain; loose; most sand I grains are weakly coated with organic matter; few fine and medium roots; strongly acid; gradual, wavy boundary. CI-30 to 54 inches, light yellowish-brown (lOYR 6/4) fine sand; single grain; loose; common coarse roots; few I fragments of brown (7.5 YR 4/4) along root channels; strongly acid; gradual, wavy boundary. C2-54 to 84 inches, very pale brown (lOYR 7/3) fine sand; single grain; nonsticky j strongly acid. I The Al horizon ranges from gray to black and is 3 to 9 inches thick. The A2 horizon is gray and grayish brown to white and is 6 to 27 inches thick. In places it has few to many narrow vertical streaks of gray to very dark gray along root channels. Com- monlya transitional horizon Y:l inch to 2 inchES thick is between I the A horizon and the B horizon. The organic-matter stained Bh horizon is at a depth of 12 to 30 inches. It is very dark brown to black, is 4 to 19 inches thick, and is loose to weakly cemented. The C horizon is gray to very pale brown, light yellowish brown, I I SOIL SURVEY and brown. It extends to a depth of 80 inches or more. Reaction is slightly acid to very strongly acid in all layers. The Wa.ter table is at a depth of 10 to 30 inches for 4 to 6 months every "f'ar and at less than 10 inches for 1 to 4 months. It is below a depth of 30 inches during dry periods. . Myakka soils are associated with Adamsville, Astatula, Immokalee, Placid, and Pomello soils. They have a Bh horizon, whereas Adamsville soils do not. They are more poorly drained than Astatula and Pomello soils. They are simila.r to Immokalee soils but the organic-matter stained Bh horizon is closer to the surface. They are better drained than Placid soils. Myakka fine sand (My).-This is a nearly level, poorly drained soil on broad flats between sloughs and swamfls. In places it is gently sloping. The water table is normally at a depth of 10 to 30 inches. It rises to the surface for a short time during wet periods and falls below 30 inches during extended dry periods. Included in mapping are small areas of similar soils in which the layer stained with organic matter is only weakly defined. These inclusions make up no more than 10 percent of any mapped area. Small areas of Immokalee soils make up no more than 1Q.J>ercent of any mapped area. Small areas of Wabasso, Wauchula, and Oldsmar soils, which have loamy underlying layers in places, make up no more than 5 percent of any mapped area. If good water control is practiced and the soil is fertilized and limed, Myakka fine sand is suited to truck crops, special flower crops, and improved pasture. It is poorly suited to citrus and is only moderately well suited to la'wn8 and ornamental pbnts. (Capability unit IVw-1; woodland group 4) Okeechobee Series The Okeechobee series consists of nearly level, very poorly drained organic soils that formed in thick beds of aquatic plant residues. These soils are in depressions and low swampy areas. Typically, the surface layer is black muck about 26 inches thick. Below this is very dark brown and dark reddish-brown felty peat that extends to a depth of 65 inches. Reaction is slightly acid to a depth of 26 inches and medium acid below this depth. The water table is within a depth of 10 inches or the soil is covered with shallow water most of the year. Okeechobee soils have rapid permeability, very high available water capacity, very high organic-matter content, and high natural fertility. Representative profile of Okeechobee muck: Oa-O to 26 inches, black (N 2/0) muck; weak, coarse, crumb structure; friable; less than 5 percent fiber, rubbed and unrubbed; about 80 percent organic matter; many fine roots in upper part of the horizon; sodium py:rophosphate extract color is dark brown (lOYR 3/3); slightly acid; gradual, smooth boundary. Oel-26 to 34 inches, very dark brown (lOYR 2/2) partly decomposed organic material; soft, felty, fibrous peat; black (lOYR 2/1) when rubbed; massive; 60 percent fiber when unrubbed, 15 percent fiber when rubbed; about 85 percent organic matter; sodium pyrophos- phate extract color is light gray (lOYR 7/2); medium acid; gradual, smooth boundary. Oe2-34 to 65 inches, dark reddish-brown (5YR 3/4) partly decomposed organic material; soft, felty, fibrous peat; dark reddish brown (5YR 3/2) when rubbed; massive; 60 percent fiber when unrubbed; 20 percent fiber when rubbed; about 90 percent organic matter; medium acid. The Oa horizon is black or very dark brown muck 20 to 30 inches thick. The Oe horizon is dark-brown or dark reddish- (3 - - 38 I Soil name and mapping unit symbol Flood hazard I Adamsville: Ad__________ Once in 20 to 50 years for 2 to 7 days. I Astatula: AfB___________________ None________________________ A fC __ _ _ _ __ ___ _ _ _ _ _ __ __ N one_ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ As____________________ None________________________ I Astor: AL___________________ Every year for 6 months or more. Au_u_____u_.____u___ Every year for 6 months or more. I SOIL SURVEY Depth to seasonal high water table Less than 10 inches for 1 or 2 months. More than 80 inches all year____ More than 80 inches all year____ From 40 to 60 inches for 6 to 12 months. Less than 10 inches for 6 months or more. Less than 10 inches for 6 months or more. Charlotte: Ch___________ Every year for 1 to 6 months____ Less than 15 inches for 2 to 6 months. I Elred: Ed_______u______ Once in 5 to 20 years for 7 to 30 days. Coastal beaches: Co_____ - Varies with tideu _ _ _ u _ _ u _ __ _ Varies with tide_ _ _ __ u _ _ _ _ _ u_ Less than 10 inches for 1 or 2 months. I Felda: Fd____h_________u___ Once in 5 to 20 years for 7 to 30 days. I Less than 10 inches for 2 to 6 months. Fe___U__hU__UU___ Every year for 1 to 6 months___ Less than 10 inches for 6 to 12 months. I Fellowship: Fh-____u___ None_______u__uuu_______ Less than 10 inches for 1 or 2 months. I Immokalee: Im__u______ Once in 5 to 20 years for 7 to 30 days. Less than 10 inches for 1 or 2 months. Made land: Ma, Md. No valid estimates can be made. Manatee: Mnu___u_u_ Every year for 1 to 6 monthsu__ Less than 10 inches for 6 to 12 months. I I Myakka: My________u_ Once in 5 to 20 years for 7 to 30 days. I Less than 10 inches for 1 to 4 months. Okeechobee: Ok-__u_u_ Every year for 6 to 12 months__ Less than 10 inches for 6 to 12 months. II Oldsmar: Om______u____ Oncc in 5 to 20 years for 7 to 30 days. I Orlando: Or_____u__u__ Once in 5 to 20 veal'S for 7 to 30 days. . Less than 10 inches for 1 or 2 months. Less than 10 inches for 1 or 2 months. I See footnotes at end of table. Palm Beach: Pa___uuu None____h__UUU_u_______ From 40 to 60 inches for 6 to 12 months. I ~ TABLE 5.-Estimated engineering (Absence of data means Depth from surface 0-26 26-80 (1) (1) 0-30 30-35 35-62 0-30 30-41 41-60 0-26 26-38 38-62 0-11 11-23 23-70 0-36 36-50 50-80 0-18 18-44 44-72 0-16 16-25 25-84 0-26 26-55 0-34 34-44 44-65 Classification USDA lndie. 0-80 Fine sand__ ___uu _ _ ___ 0-80 0-80 0-80 Fine sand______________ Fine sand__ __u_____ u_ Fine sand_ __ _ u _ __ __ _ __ Fine sand_____u____u_ Fine sand______________ Fine sand__ _ _ __ __ __ __ __ 0-80 Fine sandu n__________ Fine sand, sheiL _ _ _ _ _ __ _ Fine sand__ _ _____ __ __ __ Fine sandy loam__ _ _ _ _ __ Sand, sheIL_uu________ Fine sand______________ Fine sandy loam, loamy fine sand. Shell, sand______________ Fine sand_ _ _ ___ __ __ u__ Fine sandy loam, loamy fine sand. Shell___________________ Loamy fine sand _ _ _ _ _ _ __ Silty clay____ __ __ _ _ _ _ ___ Clay___________________ Fine sand_ _ __ __ __ _ _ _ _ __ Fine sand_ _ u _ _ _ _ __ ____ Fine sand_ __ _ _ _ _ _ __ ____ Loamy fine sand_ _ _ _ _ ___ Fine sandy loam_ u _ _ _ __ Fine sand_ __ _ _ _ __ __ ____ Fine sand_u___________ Fine sand_ _ _ _ _ _ _ _ _ __ ___ Fine sand_____u_______ 1iuck__________________ Peat___________________ Fine sand_ _ __ u _ _ _ _ __ __ Fine sand_ h _ _ __ _ _ _ _ __ _ Fine sandy loam _ _ _ _ _ _ _ _ 0-16 Fine sandh____________ 16-80 Fine sandh _ _ _ __ __ _ __ __ 0-80 Sand, shelL _ __ __ _ _ _ _ __ _ 1 lEt~END I SPECIAL flOOD HAZARD AREAS INUNDATED 8Y lOO-YEAR FLOOD ZONE A No base flood elevations determined. ZONE AE Base flood elevations determined. ZONE AH Flood depths of 1 to 3 feet (usually areas of ponding); base flood elevations determined. ZONE AO Flood depths of 1 to 3 feet (usuallv sheet flow on sloping terrain); average depths determined. For areas of alluvial fan flooding, velocities also determined. ZONE A99 To be protected from lOO-year flood by Federal flood/protection system under construction; no base ,elevations determined. ZONE V Coastal flood with velocity hazard (wave action); no base flood elevations determined. ZONE VE Coastal flood with velocity hazard (wave action); base flood elevations determined. I I I I OTHER FLOOD AREAS ZONE X Areas of SOD-year flood; areas of 10D-year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from lOO-year flood. FLOODWAY A.REAS IN ZOl'll: AE 1 1 D OTH ER AREAS ZONE X Areas determined to be outside SOD-year flood plain. Areas in which flood hazards are undetermined. 1 ZONE D ~~~I UNDEVElOPED COASTAL BARRIERS I Flood Boundary Floodway Boundary Zone 0 Boundary Boundary Dividing Special Flood Hazard Zones, and Boundary Dividing Areas of DlffereAt Coastal Base Flood Elevations Within Special Flood Hazard Zone. -:56 7 ~ Base Flood Elevation Line; Elevation in Feet' --~ ,I ~ 1 o 0) Cross Section Line Base Flood Elevation in Feet Where Uniform Within Zone" 1 (EL 19) 1 RM5 >< Elevation Reference Mark MG.O '.' Mile Mark .Referenced'to the National Geodetic Vertical Datum of 1929 NOTES 1 This map is:for use in administering the National Flood Insurance Program; it does not ne~essanly IdentlJy all planImetric leaturesoulSide Speciai Flood I-Iazard Area or all jreas subject to flooding, particularly'fromlocalclrilinilge.sources of small size. . ..,.... t"I., t=.:a~ UI~'.3pl:1c:.: I,:, I :'("I~u:sd'.I-I:.oI",,':u;dc-r'oo~~'.....r ilt,;/l~)' IhCI~idu; .:Io.i-'CO_i:'; ....w.:;, "~i~._,~....,:. '~9Vi::':'-.~ AH, AO, A99, V, VE and Vl-V3D. . Certain areas not in Special Flood liazard Areas may be protected by flood.control structures. . Boundaries of the f100dways were computed at cross sectiolls and interpolated between cross sections. The f100dways were b.lsed on hydraulic consideratiolls with regard to requirements of the Federal Emergency Management Agency. Floodway widths in some areal may be too narrow to show to scale. Refer to Floodway Dala Table where f100dway width is shown i1t 1/20 inch. Coastal base flood elevations apply only landward of the shoreline. This map incorporales approximilte boundaries of coastal barriers established under the Coastal Barrier Resources Act (PL 97-348). Elevation reference marks Jre described in the Flood Insurance Study Report. Corporate limits shown are current as of the date of this map. The user should contact appropriate community officials to determine if corporate limits hilve changed subsequent to the issuance of this map. For adjoining panels, see separately printed Map Inde:e I I I I 10 To determine if flood insurance is available, contact an insurance agent or call the National Flood Insurance Program at (80m 638-6620. * APPROXIMATE SCALE IN FEET 500 I--i I I' I--i o I--i 500 I FIRM fLOOD INSURANCE RATE MAP i. I CITY OF CLEP1>.RWATER, FLORIDA PINEL LAS COUNTY PANEL 17 OF 23 (SEE MAP INDEX FOR PANELS NOT PRINTED) ',. I, PANEL LOCA Tim.] COMMliNIT'l-PANEl NUMBER: 125096 0017 D MAP REVISED: AUGUST 19, 1991 Federal Emergency Management Agency . r--~- Dill I I r(;?L:.'?...,. I ZONE X I ~ B I I I I I I I DREW Q d ex: <: f2 ~ ~ I 0:1 I w >- ~ ~ s: ::> I 0: 0 ~ IU ~ UJ U <( LI. ~ ~ o W I >- z 5 ,0: I TO BAY BOULEVARD. l/l " -< o :0 :I: - )> < :ll I'll '" o :Il I I I o I o .<:' c-. . [I Pinellas County -~ IJ.J :;) <: ~ ~ Cl s: <::( Cl Pinellas County ,I I I I I LEGAL DESCRIPTION: I DESCRIPTION: PARCEL 1.3/0.3 THE NORTH .300.00 FEET OF THE SOUTH , 020.00 FEET OF THE WEST 130.00 FEET OF THE SOUTHWEST , /4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE '6 EAST, LESS AND EXCEPT THE WEST 20.00 FEET THEREOF CONVEYED TO PINELLAS COUNTY, FLORIDA, FOR PUBLIC RIGHT-OF-WAY. AND SUBJECT TO THE RIGHT-OF-WAY OF HAMPTON ROAD (COUNTY ROAD 144) AS IT PRESENTLY EXISTS. I DESCRIPTION: PARCEL 1.3/041 THE NORTH 5.30.00 FEET OF THE FOLLOWING DESCRIBEO PARCEL, LESS A 10.00 FOOT STRIP RUNNING NORTH AND SOUTH ON THE WESTERN BOUNDARY OF THE SUBJECT PROPERTY, BEGINNING AT A POINT 15.00 FEET NORTH OF THE SOUTHERN BOUNDARY OF THE CONTIGUOUS PARCEL: THE EAST 100.00 FEET OF THE WEST 230.00 FEET, LESS THE NORTH 200.00 FEET AND LESS THE WEST 10.00 FEET OF THE SOUTH 85.00 FEET OF THE NORTH 285.00 FEET THEREOF; ALSO THE SOUTH 15.00 FEET OF THE NORTH 100.00 FEET OF THE SOUTH 1120.00 FEET OF THE WEST 130.00 FEET, ALL IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH. RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS HAMPTON ROAD RIGHT -OF -WAY. ALSO DESCRIBED AS FOLLOWS: BEGIN FROM THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST. PINELLAS COUNTY, FLORIDA, AND RUN THENCE ALONG THE NORTH-SOUTH CENTERLINE OF THE SAID SECTION, ALSO THE RIGHT-OF-WAY CENTERLINE OF HAMPTON ROAD, NORTH 00'20'13" WEST, 1020.00 FEET; THENCE NORTH 89'46'01" EAST, 25.00 FEET TO A POINT ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID HAMPTON ROAD FOR A POINT OF BEGINNING; THENCE RUN ALONG SAID RIGHT-OF-WAY LINE, NORTH 00'20'13" WEST, 15.00 FEET; THENCE NORTH 89'46'01" EAST, 105.00 FEET; THENCE NORTH 00'20'13" WEST, 13.16 FEET; THENCE SOUTH 89'57'26.9" EAST, 10.00 FEET; THENCE NORTH 00'20'13" WEST, 85,00 FEET; THENCE SOUTH 89'57'26.9" EAST, 90.00 FEET; THENCE SOUTH 00'20'13" EAST, 530.01 FEET; THENCE NORTH 89'57'26.9" WEST, 100.00 FEET; THENCE NORTH 00'20' 13" WEST, 416.85 FEET; THENCE SOUTH 89'46'01" WEST, 105.00 FEET TO THE POINT OF BEGINNING, LESS PARCEL "B", BEING THE WEST 1 0.00 FEET OF THE SOUTH 131.85 FEET OF THE ABOVE DESCRIBED TRACT. I I I DESCRIPTION: PARCEL 13/05 THE NORTH 200,00 FEET OF THE SOUTH 720.00 FEET OF THE WEST 130.00 FEET OF THE SOUTHWEST 1 / 4 OF THE NORTHEAST 1 / 4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST. LESS AND EXCEPT THE WEST 20,00 FEET THEREOF. I DESCRIPTION: PARCEL "A" BEGIN FROM THE CENTER OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND RUN THENCE ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION, ALSO THE RIGHT-OF -WAY CENTERLINE OF HAMPTON ROAD, NORTH 00'20"3" WEST, 720.00 FEET; THENCE NORTH 89'46'01" EAST, 25.00 FEET, TO A POINT ALONG THE EASTERLY RIGHT -OF-WAY LINE OF SAID HAMPTON ROAD FOR A POINT OF BEGINNING; THENCE RUN NORTH 89'46'01" EAST, 105.00 FEET; THENCE NORTH 00'20'13" WEST, 15.00 FEET; THENCE SOUTH 89'46'01" WEST, 105.00 FEET, TO SAID EASTERLY RIGHT-OF-WAY LINE OF HAMPTON ROAD; THENCE ALONG SAID RIGHT-OF-WAY LINE, SOUTH 00'20'13" EAST, 15.00 FEET TO THE POINT OF BEGINNING. LESS THE WEST 5.00 FEET DEEOED TO THE CITY OF CLEARWATER FOR HAMPTON ROAD RIGHT -OF -WAY IN O.R. BOOK 9052, PAGES 1189 AND 1190. I I DESCRIPTION: PARCEL "B" BEGIN FROM THE CENTER OF SECTION 1 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, AND RUN THENCE ALONG THE NORTH-SOUTH CENTERLINE OF SAID SECTION, ALSO THE RIGHT -OF -WAY CENTERLINE OF HAMPTON ROAD, NORTH 00'20' 13" WEST, 735.00 FEET; THENCE NORTH 89'46'01" EAST, 1.30.00 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE NORTH 89'46'0'" EAST. 10.00 FEET; THENCE SOUTH 00'20'13" EAST, 131.85 FEET TO A POINT ON THE NORTH LINE OF PARCEL "C"; THENCE NORTH 89'57'26.9" WEST, ALONG THE NORTH LINE OF PARCEL "C", 10.00 FEET; THENCE NORTH 00'20'13" WEST, 131.85 FEET TO THE POINT OF BEGINNING. I I DESCRIPTION: PARCEL "C-1" THE EAST 100.00 FEET OF THE WEST 230.00 FEET, LESS THE NORTH 730.00 FEET AND LESS THE SOUTH 520.00 FEET OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA. I I I I 12.. l :133HS WO-Z;rL :'ON 80r z; 0 - <; L - 0 L : 31 \i 0 ,09=.. L :3l\i)S VOIH01:1 'H31 VMHV31~ SH31HvnOOV3H 31VHOdHO~ SH3100H wo~'6uaP!^D'MMM l:999-y9L (Ll:L):XDJ OOS6-69L (LU):181 .9911. DP!JOIJ 'JDqJDH WIDd om 81!"5 'PDD~ MaIJ":> OO.Z ''')111''1/ JO) "PUIlI" I1weu AUlldwo:J JnO ~NI;:gi~n'9N3 ~ sJaau/BU3IBJuaWUOJ/AU3 S13al/l/3JI;1' adB3spue7 l.5:::!YUJ l'--V sJaau/BU3 3!JJBJ.1 SJaUuBld SJaau/Bu3 1/"/:) dVW 39VNIVUO IN3Wd013^30 3Ud I <> I ~ I I <> I '" () <> ~ I ~~~ '" I lat:~ ~ I ~H I / I <> I I I / - - - - - - "" .. ,. '" " ,f'lc ~e '" .-".~f> .,~,.. '0-,~ ,...-<\-1(." '1, .~ ..9 'rf7 . ..!P' q.4 '%\1> r,~' < . ..'f 'J( ""'.; .< ~x ~~ ". 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"\\c ".... \ , ~. ...,.1)1, "111 ;1' (;1' __':-..n~': 1-: . '.,. .." ..... / :'):1i~I\j / 'V' ,iiP,:.,' 7 i~ -- ~:l+-,: 'i"~' r;~\':' ,~~ · rt~;i ,:,}"I1 /~ ,~ ,....". ' ~. ~ '. .~.f' \~"'. . r>'" :.7 "9,. \ -;; "". ;r .'-' .. . "~" J>,.'\~ ..~ <>... '. ~.;. ' i . ;" I. ~"if': "" I ~. ./,,: 'I ~. ,:;'\1 \,,.., I\.\, ':'~,! ~,'~ /.~. .~f~J. I:; ~-- "".. ,,'/ l ..., I ,'J. ~ l!~~r'---~~;r / ~ \~~7~~,r~J~~JJijl ,~ :, .. I I I / .t... '>:Ii // t '\ \" .,. I 1,.1...,1,.." . I .,,-i!- I I: II /}l;" - ,~. ~ \/ ,,\~., I.~:ii '", 'nnj:~_-=-*-~~** /' I: ~~f,/J/?//;7,}/ ;~ '11:.f.IIIIJ.,'1 n.n-1-_':::: ~ I I ~# "//.I~ ..~ 1~li ~;;; 1-~" L // ~. /i ~ ~'//J1..t/ ", \ . ~ I :'.f1f11 ~~ ~ ,,~ '.lJ-' .. ".: "" I I' ~E! ~ /: / , .,./ 1 ~o A 0 1 \:m. 4 ~::' ~ / g -- E. /"' /1 / ".. '$ I li]"\. ~ ~~ ~~ (- b ,,,-ou_oor7' / ...... I :~I~i' ''J; , ..... "1\1_. ~-- - . /) / h / ... I ..! '::f,:,; ~I _n_ "'4~~" -- "'l .,-"--~ ~/ /" .<'/ ~, ~ ,k ~-rt:-'~~_-'''-_.-*-=-*'St.;./ " 1.':-'-- ~~. ',' ~ ~ ~ I. 'w' ":. - -- ~.-. ~~ ~:! ~~ ,~ ~_. ......;.... ::::: ~~~. ~9::., , ~ ~... rl ~ ~. ~ ..' 2" " ,"" '\ .. .. / I / I I i I Ifi ': 'I' r/' .. 1x fi; '" -- ." ,:' ~~ - - - - - - - - - - I I Hooter's Corporate Headquaters Stormwater Analysis I Predeveloped Conditions: BASIN: PRE-DEV I Determine Composite Rational "C" Land Use Area C CN C*A CN*A sf I Buildin s 2334 0.95 98 2217 228732 Pavement & Sidewalks 1771 0.95 98 1682 173558 Pervious 98737 0.20 84 19747 8293908 I 0 0 0 0 I I Post-developed Conditions: BASIN: POST-DEV Determine Composite Rational "C" I Land Use Area C CN C*A CN*A sf Buildin 14025 0.95 98 13324 1374450 I Pavement & Sidewalks 72875 0.95 98 69231 7141750 Pervious 15942 0.20 84 3188 1339128 0 0 I I I I I I I I I l~ Uct OS 02 10:13a III KIlRI..EEK F. DE BlJtIIU CI..OO If aurr PDB.11I1l mm'l, f\.I1ffil(\ ~62l1 DB-13-2C02 U:23.:07 PAIl 51' DEJl--mRllTIm' , 010055 I~02301~6 Jll(:12160 SPB:2253 EPG=Z53 . ImRDmi 001 MfS 1 $6.00 DOC STAMP - 00219 3 $2,lMxl.OO Scherer Development 727-538-4211 to. ... J Pareal Tax 1.0. No.(s): Thl$ InstnJment Prepared by lIlId RlllUm to; Douglas L Hllkert, Esq. 2557 Nursery Road Suite A Clearwater, Flortda 33764 (727) 507-9559 FILE NUMBER: 1656.6647 I''l' Grarrtee 5.S. No.: N1II1I8: HllITlJllOll Raad OllVeIopment COIp. Granl.... 5.s. No.; . 02 4' e:2!'1:j Name: . 'O~HilO 1916 AUG-"r'ilPso PC; ':aeS:3 PI ME\..\..;,rl\,il\1l\ll\lm\\\\i\\l\ 1I\Inmntfy mttb (SIS1Illll'Y Ponn) lOTit.: am< (jff .1E11llERED: aMI' BY *- llEPUlY ~ (Wb_r uoed 1IeIeIn, lhe Itrm .Onntar" ad 'Onakoe" dIaIJ iIlI:Iudcthe heir$, DCISODalICllrllCl\wivu,lUccassOl"S mil/or assilll1S prd.. NSJIecliYll penies hmIo: Ibe use of Ibt ,~ nUSl\ber WI! inWde the Jlkaal, IIIll ib8 plulallhe siQaulIr: II,. UIC of any pnder shall include all pndm.) THIS INDENTURE, made this ~ day of July, 2002 BETWEEN Mary C. Caruthers, a Single Person, ("Grantor") of Plnellas County, Slale of Florida, and Hampton Road Development Corp., a Florida Corporation, {"Grantee"}, whose tax mailing address is 26133 US Hwy 19 North, Suite 100; Clearwater, Florida 33763. . WITNESSETH. 'lhat Grantor, for amd in consideration of the sum ofTen Dollars ($10.00) and (Ither good and valuable consideration, to GnU1lor in hand paid by Grantee, the receipt whereof is hereby &tknowlc:dlled. has granted, bargained and sold to Grantee, Grantec'5 h~i~ III1d ~signs forever, tbe following described l8Jld, situate. lying and being in the County of Pinel!as, Stale: of Florida, to-wit: The North 200 feet of the South 720 feet of the West 130 feet of the Southwest 1/4 of the Northeast 114 of Section 17, Township 29 South, Range 16 East, LESS AND EXCEPT the West 20 feet fuereof. Subject to ~cments, restrictions, md reservations of record, and taxes for fue year 200:? and thereafter. .And Grantor does hereby fully wamant the title to said land, and will defend the same against the lawful claims of all persoDS whomsoever. IN WITNESS WHEREOF, Grantor has hereunto set Grantor's band and seal. the day and year first above written. Signed, sealed and delivered in our presence: Si~ J1U/2lM p,;., R~.O >; W~. Siin ~ DOUglas L HI1kert m~ e_ e.~ Msry . Caruthers ~~2g Wind Chime Drive W Clearwater, Florida 33761 Print STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this ~ day ofJuIy, 2002. by Mary C. g . Siogl' "'- who h '''''..'''~ koowo 10 "" (.. ... .... ....."" FM. ~, '. u id"""""'~), . ~ _ .. M;c:r . NOTAR B lU R.EO: ,\ I., 0R.21~ '~ Douglas L. Bilkert Sign .' ~~ ~ 'iCommlaI0ll1llOO8417ll1l INT --:: '$ Ezplrer Jalv loC,2Dll3 DD1Iglas L Hllkert - \" B.nclecl TIInI Print F'EES---:- AUoa'ldI.JIlII....CO_I... 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I : .lit: ~\ 1 IIf11 ~.\ I~ill f-f,. \:.. : ~1: ,', " ':'" ~~{:.ti:t . .~:')'/ <-, '" <;. .~ <;. ~ <;. - - - - - - - - - - - - - - - - - I I Hooter's Corporate Headquaters Stormwater Analysis I Post-Development Wet Pond Stage Vs. Storage: I Stage Area Area Volume Volume (ft NGVD) (sf) (ae) (ef) (af) 30.00 2340 0.05372 0 0.00000 30.50 2778 0.06377 1280 0.02937 31.00 3250 0.07461 2787 0.06397 31.50 3750 0.08609 4537 0.10414 32.00 4275 0.09814 6543 0.15020 32.50 4825 0.11077 8818 0.20243 33.00 5397 0.12390 11373 0.26109 33.50 5998 0.13770 14222 0.32649 34.00 6625 0.15209 17378 0.39894 I I I Post-Development Storm Inviltrators Stage Vs. Storage: I I Stage Area Area Volume Volume (ft NGVD) (sf) (ae) (ef) (af) 31.50 7850 0.18021 0 0.00000 32.00 7850 0.18021 3925 0.09011 32.50 7850 0.18021 7850 0.18021 32.80 7850 0.18021 10205 0.23427 I Post-Development Wet Pond + Storm Infiltrators Stage Vs. Storage: I Stage Area Area Volume Volume (ft NGVD) (sf) (ae) (ef) (at) 30.00 2340 0.05372 0 0.00000 30.50 2778 0.06377 1280 0.02937 31.00 3250 0.07461 2787 0.06397 31.50 11600 0.26630 6499 0.14920 32.00 12125 0.27835 12430 0.28536 32.50 12675 0.29098 18630 0.42769 33.00 5397 0.12390 23148 0.53141 33.50 5998 0.13770 25997 0.59681 34.00 6623 0.15204 29152 0.66924 I I 1 Determine Water Quality Elevation: Wet Pond + Storm Infiltrators '1 I Determine 25 Yr - 1 Hr Design High Water Elevation: Wet Pond + Storm Infiltrators I Quality Elevation I I ~7 I I I I I I I I I I I I I I I I I I I I Modified Rational Method Project: Project #: Hooters Corporate Headquaters 732-001 Date: November 18, 2002 Predeveloped Conditions Time of Concentration Rainfall (in/hr) Existing Runoff Coefficient Existing Area Q Predeveloped Min (PER FDOT ZONE 6 25YR-1 HR) 60.00 3.70 0.23 2.36 2.01 Ac cfs Allowable Discharge Postdeveloped Conditions Proposed Runoff Coefficient Proposed Area 0.83 2.36 Ac MODIFIED RATIONAL METHOD 25 YEAR-FREQUENCY ZONE 6 RAINFALL RAINFALL RAINFALL DURATION INTENSITY DURATION INFLOW OUTFLOW STORAGE (minutes) (in/hr) (hours) (cfs) ( cfs ) (ft;j) 60 3.70 1.00 7.28 2.01 18,988 STORAGE SUMMARY REQUIRED 25 YEAR STORAGE = REQUIRED WATER QUALITY = TOTAL REQUIRED STORAGE VOLUME = 18,988 fe 4.285 fe 23,273 fe = 0.53 ac-ft IS I I I I I I I I I I I I I I I I I I I Discharge Rating Curve for Outfall Control Structure Project: Hooters Corporate Headquaters Project #: 732-001 DATE: October 17, 2002 Orifice Flow Weir Flow Q = C1 A (2gH)1/2 Q = C2 L H3/2 0-2 el. = 31.40' I~ I 18in -1~ l 3in t Orifice Coefficient = C1 = Weir Coefficient = C2 = Orifice Area = A = Weir Length = L = Gravity Constant = 9 = 0.6 3.13 0.31 ft2 1.50 ft. 32.2 ft/sec2 0-2 Stage Type of Head (H) Flow ft. Flow ft. cfs 33.20 orifice 1.70 1.96 33.00 orifice 1.50 1.84 32.80 orifice 1.30 1.71 32.60 orifice 1.10 1.58 32.40 orifice 0.90 1.42 32.20 orifice 0.70 1.26 32.00 orifice 0.50 1.06 31.80 orifice 0.30 0.82 31.60 weir 0.20 0.42 31.40 weir 0.00 0.00 1~ I STORMWATER WORK SHEET 10/17/2002 PAGE 5 I PROJECT NAME: Hoolors Corporate Headquaters I PROJECT NUMBER: 732-001 FILENAME UNDERDRN.XLS 05:31 PM I UNDERDRAIN STAGE-DISCHARGE & TIME Wet Detention Pond UNDERDRAIN TOTAL LENGTH = 50 fl NO. OF RUNS = DIAMETER = 6 in. SLOPE = 0.50 % LOWEST INVERT = 28.50 AVERAGE INVERT = 28.75 HIGHEST INVERT = 29.00 CAPACITY = 1,238 ft^3/hr MANNING'S 'n' = 0.015 PERMIABILlTY (K) = 5.40 ftIhr DRAINAGE AREA 2.361 acres 102,842 ft^2 Waler Quality Volume = 4,285 ft^3 DEFAULT VALUES 30.00 2,460 L max L min Depth (D) 31.40 0.14 3,695 4.10 150 1.25 Lmax L min L avg 'A' 'q' 'E' 'H' 'h' WATER '\I' MAX. MIN AVG. 'it FILTER INCR. 'Q' 'T' LAKE TOTAL INCR. SURFACE INCR. FLOW FLOW FLOW HYD. AREA FLOW AVG. INCR ELEV HEAD HEAD AREA VOLUME LENGTH LENGTH LENGTH GRAD. A=LxD Q=KiA FLOW TIME (NGVD) ft ft ft^2 ft^3 ft ft ft i=H1Lavg ft^2 ft^3/hr ft^31hr hours 31.4 2.40 3,695 4.10 1.50 2.80 0.86 63 289 0.14 509 281 1.81 3126 2.26 3,572 4.10 1.50 2.80 0.81 63 272 0.14 491 264 1.86 31.12 2.12 3,448 4.10 1.50 2.80 0.76 63 256 0.14 474 247 1.92 30.98 1.98 3,325 4.10 1.50 2.80 0.71 63 239 0.14 457 230 1.98 30.84 1.84 3,201 4.10 1.50 2.80 0.66 63 222 0.14 439 213 2.06 30.70 1.70 3,078 4.10 1.50 2.80 0.61 63 205 0.14 422 196 2.15 30.56 1.56 2,954 4.10 1.50 2.80 0.56 63 188 0.14 405 180 2.25 30.42 1.42 2,831 4.10 1.50 2.80 0.51 63 171 0.14 388 163 2.38 30.28 1.28 2,707 4.10 1.50 280 0.46 63 154 0.14 370 146 2.54 30.14 1.14 2,583 4.10 1.50 2.80 0.41 63 137 0.14 353 129 2.74 30.00 1.00 2,460 4.10 1.50 2.80 0.36 63 121 I I I I I I I I I I I I TOT AL VOLUME (ft^3) = 4,309 TOTAL TIME (hrs) = 21.70 I I I Umlerdrall1xls PREPARED BY AVID ENGII~EERING. INC 20 I I I I I I I I I I I I I I I I I I I MODRET SUMMARY OF UNSATURATED & SATURATED INPUT PARAMETERS PROJECT NAME: Hooters Corporate Headquaters MANUAL RUNOFF DATA USED UNSATURATED ANALYSIS INCLUDED Pond Bottom Area Pond Volume between Bottom & DHWL Pond Length to Width Ratio (L/W) Elevation of Effective Aquifer Base Elevation of Seasonal High Groundwater Table Elevation of Starting Water Level Elevation of Pond Bottom Design High Water Level Elevation Avg. Effective Storage Coefficient of Soil for Unsaturated Analysis Unsaturated Vertical Hydraulic Conductivity Factor of Safety Saturated Horizontal Hydraulic Conductivity Avg. Effective Storage Coefficient of Soil for Saturated Analysis Avg. Effective Storage Coefficient of Pond/Exfiltration Trench Hydraulic Control Features: Top Bottom Left Groundwater Control Features - Y IN N N N Distance to Edge of Pond 0.00 0.00 0.00 Elevation of Water Level 0.00 0.00 0.00 Impervious Barrier - Y IN N N N Elevation of Barrier Bottom 0.00 0.00 0.00 71850.00 ft2 101205.00 ft3 3.10 18.00 ft 30.00 ft 30.00 ft 31.50 ft 33.11 ft 0.10 28.00 ft/d 2.00 42.00 ft/d 0.12 1.00 Right ZI N 0.00 0.00 N 0.00 I I I I I I I I I I I I I I I I I I I I MODRET TIME - RUNOFF INPUT DATA PROJECT NAME: HOOTERS CORPORATE HEADQUATERS I STRESS INCREMENT VOLUME PERIOD OF TIME OF RUNOFF NUMBER (hrs) (ft3) Unsat 0.00 0.00 1 0.25 10,205.00 2 1.00 0.00 3 1.00 0.00 4 1.50 0.00 5 2.50 0.00 6 2.50 0.00 7 2.50 0.00 8 2.50 0.00 9 2.50 0.00 10 2.50 0.00 11 1.50 0.00 12 1.00 0.00 13 1.00 0.00 22 I I I I I I I I I I I I I I I I I I I MODRET SUMMARY OF RESULTS PROJECT NAME: Hooters Corporate Headquaters CUMULATIVE WATER INSTANTANEOUS AVERAGE CUMULATIVE TIME ELEVATION INFILTRATION INFILTRATION OVERFLOW (hrs) (feet) RATE (ds) RATE (ds) (ft3) 00.00 - 0.00 30.000 0.000 * 0.00000 0.00 30.000 0.49843 0.45269 0.25 32.986 0.40694 0.00 0.22395 1.25 32.740 0.18692 0.00 0.14988 2.25 32.576 0.13306 0.00 0.10783 3.75 32.398 0.09659 0.00 0.07786 6.25 32.185 0.06960 0.00 0.06133 8.75 32.016 0.05598 0.00 0.05063 11.25 31.878 0.04686 0.00 0.04309 13.75 31.759 0.04026 0.00 0.03743 16.25 31.657 0.03521 0.00 0.03300 18.75 31.566 0.03161 0.00 0.03078 20.25 31.516 0.02992 0.00 0.02935 20.73 31.500 0.02870 0.00 0.02804 22.25 31.453 0.00 Maximum Water Elevation: 32.986 feet @ 0.25 hours * Time increment when there is no runoff Maximum Infiltration Rate: 11.919 ftjday Recovery @ > 20.734 hours 2> I I I I I I I I I I I I I I I I I I i I Hooter's Corporate Headquaters Stormwater Analysis StormTech SC-310 System Sizing 10,205 CF of Volume Required Determine the Number of Chambers (C) needed. Storm Tech SC-31 0 Chamber Storage (CF) with 18" Depth of Stone Foundation = 40.4 CF/Chamber 10205 CF /40.4 CF = 252.60 Chambers Required 253 Chambers Provided x 40.4 CF per Chamber 10,221 CF Storage Provided 10,205 CF of Volume Required l4. I I I I I I I I I I I I I I I I II I I Product Information ~ StormTech>u Figure 1 StormT ech.. SC-740 Chamber not to scale Nominal Chamber Specifications Size (W x H x Installed l) 50.0" x 30.0" x 85.4" Chamber Storage 45.9 Cubic Feet Minimum Installed Storage' 74.0 Cubic Feet Weight 75 t.bs. ACCEPTS 4" SCH 40 PIPE FOR OPTIONAL T OR INSPECTION PORT / CLEANOU \ ioo 0 I- 0 Ill! 'K ,}{ ,Ii I I 90.7" LOA 85.4" INSTALLED I I J I Figure 2 StormTech SC-31 0 Chamber not to scale Nominal Chamber Specifications Size (W x H x Installed l) 33.5" x 16.0" x 85.4" Chamber Storage 14.7 Cubic Feet Minimum Installed Storage' 31.0 Cubic Feet Weight 35 lbs. m /Tn ~ 1= K IW)\~ ~ 50.5" ACCEPTS 4" SCH 40 PIPE FOR OPTIONAL CLEANOUT OR INSPECTION PORT 85.4" INSTALLED 'This assumes a minimum of 6 inches of stone below the chambers. 16 O' ~ ~3.5'o-----I Call StormTech at 888.892.2694 or visit our website at www.stormtech.com for technical and product information. 5 I I I I I I I I I I I I I I I I I I I I System Sizing ~~ StormTech'" For quick calculations refer to the Materials Worksheet on StormTech's website at www.stormtech.com. SYSTEM SIZING The following steps provide the calculations needed to size a system. The worksheet on page 10 itemizes these calculations and costs. If you need assistance determining the number of cham- bers per row or customizing the bed configuration to fit a specific site, call StormTech's Technical Services Department at 1-888-892-2694. II Determine the amount of storage volume (Vs) needed. It is the design engineer's sole responsibility to deter- mine the storage volume required by local codes. Ell Determine the number of chambers (C) needed. TABLE 6 - Storage Volume Per Chamber Chamber Stone Foundation Depth Storage 6" 12" 18" ~_r_"""""'''''''~~._____",,,,,,~.,,,,,,,,,,~,,,,,,,,~,,,,,,,,,,,,_,,,,,,,~,.~.,.,._~w,._,~,...",".,~."",,,,,,."_",',<.~,-.~.,,_....<_,~~>,"...______.~~~~_"""'''-''''~''~''_" . StormTechSC-740 45.9 74 80.6 87.3 :StofRiTe~h'sc:'31'o'-'-""H4.:7-'"""""'31-'" "':35 :f'14o .~ Note: Storage volumes in cubic feet per chamber. Assumes a 40% void volume for the stone plus the chamber volume. To calculate the number of chambers needed for adequate storage, divide the storage volume (Vs) by the volume of the selected chamber, as follows: C = Vs / Volume per Chamber Ell Determine the required bed size (S). To find the size of the bed, multiply the number of chambers needed (C) by either: StDrmTech SC-740 bed area per chamber = 33.2 fF StDrmTech SC-310 bed area per chamber = 23.7 ft2 S = (C x bed area per chamber) + (1 fDOt x bed perimeter in feet) NOTE' It is necessary to add one foot around the perimeter of the bed for end caps and working space. II Determine the volume of stDne (Vst) needed. TABLE 7 - Volume of Stone Per Chamber StDne FoundatiDn Depth 6" 12"18" .,.._~ <4-"."._, _..-.~...u "~_'_" ~A"'.~~_'_"_"~~"_"_'_>-'_-._'''''_'''_',,,~_,,,,,,c,,,o ..._.,-c....,.,....-.~-"L.=~""~~,,""'-',"....................~...._.o..._---..-..~.'",., StormTechSC~7 403.6 (2.6 yd3) 4.5 (3.2yd3) 5.3(3.8 yd3) ,,,,,.,,"~, ''''.'' -~ '".,......." .."...~,. ,,'T .._, ,.__-.......,.-. ".H___'~ """"-~."" '",__ . .~_ "_...~._. '.",.-. ...,_.-,."..,...--.._ '_.",,~,~_,., __..~~'"'..,."_~..,'..~. ';'.'.'~ ,'"'~ .'. ."". StDrmTechXSC431 o 2.1 (1.5;yd3) t2.T(t9yd3)3A(2:4yd3) Note: Volumes in tons per chamber. Assumes 6 inches of stone above and between chambers. Each chamber, in accordance with StormTech's requirements, requires 1Jf; inch to 2 inch sized washed, crushed angular stone. To calculate the total volume of stone needed, multiply the number of chambers (c) by the selected volume of stone from Table 7. NOTE' Washed, crushed stone is also required around the perimeter of the system. lEI Determine the volume Df excavation (Ex) needed. TABLE 8 - Volume of Excavation Per Chamber StDne FDundation Depth 6"12" 18" StormTechSC~740 5.5 6.2 i6.8 ".... ,,'C-, ~..,.,.~_,..,-,.". ,. '....~_.....,+.-,.,"._'......_,<,.,.~.... ._;""..,..,~.~. ,.. "~_""'"_",,..~'_", "_"~ "'-.-'" ,_",""__",,,__,,,,,,~_~,",-.,-,,,,"_'~;' ..,,, _, __'. ',"..,'.. StDrmTechSC~31D 2.9 3.4 3.8 Note: Volumes in cubic yards per chamber. Assumes 6 inches of separation between chamber rows and 18 inches of cover. The volume of excavation will vary as the depth of the cover increases, a Determine the area Df filter fabric (F) needed. The sides of the bed and top of the angular stone must be covered with a filter fabric. The area of the sidewalls must be calculated and a 2-foot overlap must be included where two pieces of filter fabric are placed side-by-side or end-to-end. II Determine the number of end caps (Ec) needed. Each row of chambers requires two end caps. Ec = number Dfrows x 2 12 Call StormTech at 888.892.2694 or visit our website at www.stormtech.com for technical and product information, I I I I I I I I I I I I I I I I I I I I APPENDIX A . I I I I I I I I I I I I I I I I I I I OPERATION AND MAINTENANCE INSTRUCTIONS HOOTERS CORPORATE HEADQUATERS City of Clearwater, Florida Stormwater Management Systems should be inspected on a routine basis to ensure that they are functioning properly. Inspections should be performed on a monthly and semi-annual basis following major storms. Systems that incorporate percolation are most critical since poor maintenance practices can soon render them ineffective. Records should be kept on all maintenance operations to help plan future work and identify facilities requiring attention. Considerable damage, as well as loss of structures and effective use of the stormwater facilities can result from a failure to protect and maintain the drainage systems. Providing maintenance in a timely manner often saves costly repair jobs when the unusual storms occur. Remember, the SWFWMD permit dictates that the system must be maintained and that the owner is responsible for system maintenance. A. GENERAL Normal maintenance requirements are as follows: a. Retention areas and swales should be mowed at regular intervals. All clippings should be picked up and any accumulated debris should be removed. b. Sod should be routinely thatched. c. The bottom area of dry basins should be periodically broken with a disk to maintain design percolation rate. d. Sod cover on slopes and embankments should be inspected and repaired or replaced as necessary. e. Periodically, following a storm event, the outfall structure should be inspected to check that the orifice or weir is not clogged and is flowing at a substantial rate. f. The discharge pipe(s) should be visually inspected to determine if the pipe(s) require cleaning. All debris found in the pipe should be removed. I I I I I I I I I I I I I I I I I I I g. Inlet structures should be inspected after each storm. All debris accumulated in the sump or on the grate should be removed. h. Outlets should be inspected for clogging and erosion. I. Berms and other structures should be inspected for breaks. Repairs, if necessary, should be performed immediately. B. CATCH BASINS Catch basins should be inspected after major storms and should be cleaned as often as needed. Various techniques and equipment are available for maintenance of catch basins. Filter bags can be used in catch basins at street grade to reduce the frequency of cleaning catch basins and outfall pipes. C. UNDERDRAINS AND EFFLUENT FILTERS Underdrains and effluent filtration systems should be periodically inspected to assure that they are functioning as designed. Failure to effectively maintain these systems will result in insufficient drawdown of detained stormwater runoff after rainfall events. The filter media should be routinely inspected for accumulation of excess debris and silt. Debris should be removed immediately following storm events. Effluent filters are designed such that all detained runoff should discharge from the basin within a 36-hour period. Observations should be made periodically to verify that the filter is passing the runoff within the design time frame. Runoff remaining in the basin longer than 72 hours is indicative of a clogged or silt laden filter. Should this event occur, the filter should be thoroughly backwashed with clean water to remove silt and other fines from the media. If backwashing does not remedy the situation, the media may need to be replaced. The owner should retain a qualified contractor and should consult with the engineer prior to replacing filter media. I I I I I I I I I I I I I I I I I I I D. METHODS AND EQUIPMENT FOR SYSTEM MAINTENANCE Various types of equipment are commercially available for maintenance of stormwater management systems. The most frequently used equipment and techniques are listed below: 1. Vacuum Pump This device is normally used to remove sediment from sumps and pipes. The equipment for this system is generally mounted on a vehicle. It requires a 200 to 300 gallon (0.757 to 1.136 m ^3) holding tank and a vacuum pump that has a 10-inch (254 mm) diameter flexible hose with a serrated metal end for breaking up cake sediment. A two-man crew can clean a catch basin in 5 to 10 minutes. This system can remove stones, bricks, leaves, litter, and sediment deposits. Normal working depth is 0 to 20 feet (0 to 6 m). 2. Water Jet Spray This equipment is generally mounted on a vehicle equipped with a high pressure pump and a 200 to 300 gallon (0.760 to 1.140 m ^3) water supply. A 3-inch (76 mm) flexible hose line with a metal nozzle directs jets of water to loosen debris in pipes or trenches. Normal length of hose is approximately 200 feet (61 m). This system should not be used to clean erodible trench walls. 3. Fire Hose Flushinq This equipment consists of various fittings that can be placed on the end of a fire hose such as rotating nozzles, rotating cutter, etc. When this equipment is dragged through a pipe, it can be effective in removing light material from walls. 4. Sewer Jet Flusher Sewer jet f1ushers are usually truck-mounted and consists of a large water tank of at least 1000 gallons (3.785 m ^3), a triple action water pump capable of producing 1000 psi (6900 kN/m^2) or more pressure, a gasoline motor to run the pump, a hose reel large enough for 500 feet (153 m) of 1-inch (25 mm) inside diameter high pressure hose, and a hydraulic pump to operate the hose reel. In order to clean pipes properly, a minimum nozzle pressure of 600 psi (4140 kN/m ^2) is required. All material is flushed ahead of the nozzle by spray action. This extremely mobile machine can be !I I I I I I I I I I I I I I I I I I I II I used for cleaning areas with light grease problems, sand and gravel infiltration, and for general cleaning. References 1. Sewer Maintenance Manual Prepared by Municipal Engineers Association of Ontario for Ministry of the Environment, Ontario, Canada, March 1974. 2. Smith, T.W., Peter, RR, Smith, RE., Shirley, E.C., "Infiltration Drainage of Highway Surface Water", Transportation Laboratory, California Department of Transportation, Research Report M & R 632820-1, August, 1969. I I I I I I I I I il I .1 I I I I I I I APPENDIX B I Oct OS 02 10:13a III Sent By: WALLER/MITCHELL: 727 B4B 4183; Sep-27-02 13:04; 727-538-4211 Page 2 Scherer Development p.4 I I mllrn f. J( bEl. DElI If apr I'llflLAi 0lMlV. rtlllJll\ w.O~- ACC[~ RE::\-(.l,::zV l)It:l"__ 0>_. .. ,,~':'_....... fot:Eo,; ~.' w'r =:'. _.. P.C _."_ . ~~ --:~ T(tllll.:\!~ c.1< 'j,o\l __- C!!o.,,~ __ I ~ ~ fR ~Joy_rn.-lI: II...... D. Waltrr. I,,!lII,\S 032 Mala SI. M_......III."C7.Fl.)te2 ..-----"----.....-..-.... '~I?DIm ~Jl,'I! m:'I-:5:! .11 ~l nHlHITm /f9Il'I1lS III ~ 1_:l6!9S1 1<<:17.'lI1 91i:!'Z'96"1i:R21 ltDIIIJIi ~ MS 1 liMO ::a: ~I"" . iJ~'~ 5 !.'1I1 I 1Dt1l: ora .w.mmtO: nil DWIf' ,!lP'. .,..-- ~I'lr.r IlIllK fik 111........ 20''''116 WjU ell' N..: I ._.".,............,...........,.., .'IeI,...., lJ.IIJl ; \ ~ ; l. ., t! '"i Quit Claim Deed 1 I12-UaM'P PT- '-2lIDf ? ,lI:'" II PIICullS CD lie laaDl ~Il 220 ........ I i I I I I I I i 1'hit Quia Clai.. Drtd ...IIlIlJqh....I'... JuIr.ZIDJ ""- u..." "",,.rtlD.llc__.1uiMl cur,.... "'.e ..... erne. ......." II USlllare Ilk.., ... .-. C1N'_r. JL a6II-JIIO. ~. ..... .......... IlMd DneIe...... ..... . ,,,rill. m,....... ~",I DfIk<, NIIns.t is 26l.1J V.S It If. "'.. 110. c......... JL :D16.S.~; c..o""". I I ,.......,.,. ~............ -....... .~..tNw..I........ .......____.... ..........ar..,.,t1........................., -........--..........---..-1 ........... -.... '-. lor -.. r '~.........r"", _ 'RN AIIID M)/", POI.I.All! lua.OIl) 1M CIIIwr pial! .. ~ c~ .1Iii .-IA.... .....1Py lIIW _'"'.IIle.... ........, -Iowft)' ...-1nI&tIL Un ~ ombt, Rkut.. ............ .. Ih'.... pMIIr. _.--aIoclr5.....,... "-,,,. oftlloc I...... 1iIIo. ......~ claiIn - ~ wllitlo.... lilt in ... ... IIIC JIIIltwiIlc lInaild ...." 1..1It. I,.. Dol -= 1ft ..... Cnlll,. 1'iDoWot....;r. 9....~ I DCHI81T -It." I To HIW lid . Hold. Iht _ topllltr IriIII 611 .. .br,1it ............,. ....... ........lna: ., in OJ''''' ~_...... -..,...-. ..-...1ie.......'1 """'......"'-nr.,g_.ciIlIt:. ilIll1W ..~. f8r IIIc MIt.. .......n...,..lll 0I11rc _..- '-"It. I .. wa_1IQI...".......... MmoIl.U,.-.IoIllll_>nJ1br 4t)-oIlIl-'1lI1 alIO\......1l. Sipld. _led "'"' dtlI...... j..__, I ,':?!i;"l'llt1:.d 'WIIICD"C:~ L/~~,-' ,71'!k 't! .u..,...t~ IV. Nat:_~_ . '~""J. ~ .$....::;~.' ...;;r:-'" ~ -. .~'l I' . .,;. 0 ..J.....:.~....? ,:' ..:....,:. '"'.~;..~..,..,.:,.l Ie........ Srlh . ," . 11 I I I Slahr . r...... C'lllIIia c..u...,.r M.. t,..... 'llIc ........ __I WIIICI:lIIMWar. ... "'11ois .l~"'.J" "":'lu. ,.. . ZI\I! ~,..." r. ...... .....idao .rL;_~..... .. FI..rlo....__--.....rlOc......... 11c1.l1t..........'_1I..e ..IXII..'_.....dr;..w.lisnw.'lolrIIliIi...... r ; l~..a.t~ , ..;6:: .. k'.(J.t.....<- _, .. . ... ,.....11). Sd.l) iiUiiiJ ....... ............., ~~L..... L Lu...II,.~r::... ro4,C_~lplM .1aJ'1 J"" I ." . '. . ... . .' : " .. '" ;/ '.: ~'::~.~:~:;> . . I I Oeuwof_ I I I ---l .~ '11~ fU.:'O UlIl 1 i I i j 727 B48 41B3; 727-538-4211 Sep-27-02 13:05j p.5 Uct U9 02 10:13a Scherer Development I Sent_~y ~ WALL~R !UITCHEL L ; III Page 3 I ~. \ .. ! ., ~ I I UI'lT'l' F'L.R- P It.atl-L.~S ~ZD l faG 22 \ orr ,REC.'~ I EXHIBIT" A II I DliSCUrrIOH: I'AJlCEL #L BEGIN PIOK tIE Ct!ImI.R OF SEc:1'ION 17. 'lOVJlSDlP 29 S01JrR. JW(CI! 16 EASt. 1"DIEL'LAS COIIlfIX~ l'LOIIDA. AWn IDR 'lllEllCI A'LOlIC Dr. MIs CE!III1ILne Dr SAID S!C1'IOH. AJ.SO :rDlt R!W CIDIIIILIJIE 01' IWIPrOH lU)JD~ 1( 00-2O'D" ". 12Q.OO l'JlBr; meHCE II .,"4&.01." 1t~ Z5~OO RU, '1'0 A pour I.U)IIG "1'IIE ~ ./v LD1! CW SAD IWIftU IIOJ>> lID. P.O.B.; DBIICE lVH N ,,-46'01" B. lOS.00'DEr; 'l'IIDCE If oo-2D'13" v~ 15.00. RIBt; 'lIIZIItE'S .,-46'01" W.'lDS.OD 'PDt. 70 SAID lW>'im.t a/v L11II! OF 1MIP101I1DAD: TRaCE AUJVr; S1lJl I/V LIllI S 01"20'13" I. IS.DO l'E!t '10 DE POIR OF DGDIN1NC. ':LIB5 DE VEST !i.DO DKT D1l!D1Dl TO DE Cl'l'I mr CLUIIU.1BI1OJ. 1WIl'!. JOB :Rl.GKl'~-w..t. III O.ll.BOOIt '052 Paps 1189 BD 1190. (DJWJIJlIC P.DCEL .1.... aJftAIlO1IG lSOO SQ.n.) I I .. ", I J j ,., D2!SClUUOI: I'DCEI." . BJlGDI ..... 'IIIE cnnm 01" SBC'l'IOM 11. 'JOImSBlP 2.9 SOV'lB. llAltGE 16 usr, rDIEL.l.&S COIIRr!:. ~, A1U) JmII DDCE Q.OIIG.'DIE illS CIlII'r!IUIIE OF SAl1J ncrIIIII. ALSO 1'EE R)U CEr.n!lU.DIII o~ BAK!'1'01I' KOAD. Jl 00"20'1].' ii, 73S.0D PE1!:r; 'rBElfCllt "-4"0111 E. 130.00 I2It l'Olt A 1'.0.D.; 'rBBIIlcz alI'tllIIIJ:'. I<< 8'-46'01" I., 10.00 lEIT; TIIJ!lfCl S 1l0'2f1'1!" 'It. 131.85 F.UT '1:0 A PODT CIIf nIE lfOUll LIlIt OF l'.&KQA.. C; '!ImRCE H 8'"57'26.9" v. AJ.OIC TIIJi HOJlI'B LtN! 01' PAIleEl. C. 10.0 nEr; 'I8EItCE If oo.m'D" v. 131.15 nr:r TO 'r8Jl J'.o.:a. CORDDIDG 1,318 SQUjJI.Jl P.Dr. I I '. I DESCIUPTJON: PARCEL C-! 'DIE I.iUM 110.. PU:r OFm~ Wl'SfntumJlEET.I.ESSnn: NORTH 1JD.DO FEET AND LESS THE SOUTH SJD.DD FEET OJ'THESOVIHWEST 1/4 OFTHE NORTHEASt' J/4OFSECfJON J7. TOwffSHIt19 SOUI'H. RAICGE 16 IAST,P.INILLAS COUNTY. fLORJIlA. I I I. I I I I I I -'." .. '" _:" ~'. ";. . , .' '.~ :" " I .' '. ". ~ I I ..-.------ - I This instrument was prepared by: ROLAND D. WALLER, E::8QUIREJ naB WALLEm. " MITCHELL , :.':.. ..~'I" -'~l32 Main ~treet ; M':":Q..'l~- Port R:a.c:bey, P'lorida 346S2 :r,~: J ._.':jiJ 20708.06 t.~~ "__ i": l'F.f:S t.\.r: p,e-- R=~B BMDIRNr, made effective as of the ktday of August, 2002, -101Al' and between Bulptan Road l>Dvalopaent Co:p., a rlor1c1a ;KBAl -=--oozporation (hereinafeer referred to jointly and severally as: ....AMT _nGrantor-), omQ Lbd.te4 P~OP8X't;1,.., :me. a Plar1da corporatiOQ (hereinafter :r:eferred t:o Il6 "Grant.ee-), I Uct. U~ 02 10:13a III Sent By: WALLER/MITCHELL; 727 848 4183; Scherer Development I 5 aotl2 '? I dfi Ol!!-~29UOcfTill. ;220 I PO 2. PIMt~....... I I I GRANT Of' DB.BIIIaf'1' I I I WI'l'DSSB'l'R ~ 727-538-4211 Sep-27-02 13:05; Page 4 p.S I(fWifElI F, 1t 11m, D.F1It If [1IR~f~ PIIW.t1S Dr, fllRDA ~r i I ---------------- ?~ 09-05--2002 0'1:47:44 lIH 51 ClIS-IM'TIII fBlllBEl.lPlf:Nr 1Df' llf.QM) r#:O'2l!9l'AJ lI<<:l2201lFb:0Z:5 [Aj;0'!2'l /' RDDmlli 0I1i PIUS 1 12Il.00 IlIIC BfAIf' - fm9 j -.!:!!! I' TOT(t: S2;.7G I 1hMT.lDIIJlm: $24.7P- DWIl: tOO. BV _. .__ JIJIU1Y Q.EJr 2bat the Grantor, for and in consideration of tbe mutual covenants contained herein and the 8U11l of 'l'BH AND NO/lOG DCJI.aLMS ($10.00) I aud other good and valuable eODJfideration 1:0 said Grancor in band paid by silid Grantee. the receipt where is hereby acknowledged bas granted, bargained and given to the Grantee and the Graneee heirs and assignG forelrer, a perpetual, non~exclUBive eiilBe1ll8J1t for tbe purpose of vehicular and pedestrian traffic 9EDnting lngres8 and Egr888. over and acmss a 3D foot easement, more particularly described as follows: See EXHIBIT A attached bereto and made a part hereof. '1'.he Grantor reserves the right and POWU1" to IImend or IIICdify the ~egill descr1pcion shown in Exhibit A, in order eo reloc:ate said easement, provided wbatever legal cleBcription which is used allows a 30 fooe ealiellent for Ingress and Egress acrDGS Grantor's property for the benefit of the property described in Exhibit 8. This ea8ement 1.s for tt\e use and benefit of the following described property : See BXHlDIT B attached hereto and made a part hereof; Grantor, for Grantor their heirQ, and assigns, covenants with Grantee, it.1lI heirs, SUCC8BI!IOrs or assigns, chat Grantor frOftl t:illl8 to time and at all times after the effective date of- thin 1nBt.rullent., at the1r own cost anti expense, wi.ll repair and maintain, in a proper, 8Ubstantial, and lIIOrlananlike Il\ilnner, in accoJ:ance -;I. th all t.he requirements of any govexntllental entity. ehe above described ingxess. egress eas!!lIIent:. Grantor shall keep all area. properly paved. sealecl, striped and cleared free of I I .1 I I I i I I I I , Ii I II I ~" r I II I I ~ I Uct 09 02 10:14a Sent By: WALLER/MITCHELL; Sep-27-02 13:06; I fr. , ! ~:I ' .'.1 .,.....:...1 I I ... :'~; i I /~}.;., '..~ ' .,:( ".:":., '..; "::1 .,,:>: I .. ::~~::.' .::%'~-~ . ., 7:-.~ .':~ft ':;':.;1 '>'..:i.' ~'>:!.t l. ;.1..... , >'!.~~ I I I I .1 I.":;:; <:.~:... , ...::.' .~. .. . '. }~..;" '" I ", I I I I~ I',;.,;.:;.,.;.~,: ..,~ ,;;.:; ." f:(~~'.: I ';:;, .\ . I I I Scherer Development 727 848 4183; 727-538-4211 :'....../. , 1.".\..... . ":.:.1"" ," ,I. . ........,.~..\..:.:....;.' :'~.' " ..'.,.; .: ).:., ......: ..~'-jr~'~ .l"" ,.....;. '.,.. . r ... d.....~ ", L''; :-'. PI~~RS CDUNTY rLR. D'FF' .REC . BIC 12!C 1 PI) 2U rUbbish and obstructions of nay nature, shall maintain any landscaping Dr planting ~hereon in good condition and shell provide adequate drainage, ligbting and insurance therein and shall pay all expenses including uti.lities in connection l:hcreW'i th . '1'h.is eaeement shall be exclusive to the Grantee. their heirs. successors or aB8igns. DY WI'l'NBSB 1IIIDEoP. the parties have caused this Grant: of Eaaelllent ~o be executed as of the d<&te first above written. Signed, sealed and delivered in the presence of : llalapt:cm Jlaad J>evelopunt.:em:_ By: Ne.l. President (SEJU,) S'1'A'I'B or KDIWM C!OtJJZ'n OP P:n1BLw.8 Defore 1Ile. a lfo1:ary PuJ:l~1c in and for the said State and County, persOllal1y ilppeared lieU G. Kiefer, President of Hallpton Road De~lopment..lne.. on behalf of the corporation, IIIho is perliJODally Mown 1:.0 me. and he aekllOlllledged that thcty mcecuted the 8DIIK:: for the purposes tilerein expressed. %If WD"NJaB WBIIIUIOJ' , I bave set /l/.f!;a... day of Auguee, 2002. my hand and official seal the O~ :.U.k. .lP -' Notary Publlc-Sta~e of Plorida My conmiaaian .xp~res: ," ",.. ';. I,: ....:. '.: ~~.:.~..:-;/ ;":. ,".. . "", ;," I,' ',\ " .'. " '~ . ~'..' ' '.. . ~ '. .... ., ' -, '." .' .,.: ,': ;, ;. . p.7 Page 5/12 i ~ ," \.". . ':" ..... ," .... .,:~: ". ..... ..:.... :1 Uct OS 02 10:14a I Scherer Development 727-538-4211 Sep-27-02 13:06j Sent By: WALLER/MITCHELL; I I I I ;1~ -,';'\' .....; .of.... I . .,~ I ., ';.:~~ : :.( . ~.. 'I ~..~t I i:~. ~~. ;:;..;.~ 'j'::" . ~. -!" . i:?~ '".:... '.:~;t I . \~~~~ .....:: : .. ~ ....r f"" ....'p..: I I I I , ~; \.:,' .. ';';:.~(~ . . ~.." :.';:~" I I I 727 848 4183; ./:;- ,^ .......V.:'\'.:.'.'y..!;,;;i';;,l~:'~n~Nig~!!~<;:\2;t~~~~:;:;~V: '".':::. '..' . ". . ~. I," .'!' ~TV rL.R. p lNlLI-AB l220 \ fIG a2"1 orr.uc;.BI( :.~, ;-!: .... .. .' ,':d: .\f \'.: EXHIBIT " A " :~)'~ DESCllll"f1ON; I'flOPOSto :tQ.cr INGRESS AND EGRtS$ ~ " PORnllN f1F 1ItE SOurtfWESY ". OF 'PIE IlDRIHfASf 1/4 OF srcnoN 17, 1OWN$HIP. 211 Soun-t. RANC( 1& lASt. f'lHWA5 COUNIY. ~ IIElHC FUtt'lHER 0ESCAI8ED AS FOLLOWS: BEIilN AT net CENYtfl OF S(CIlClN '7, TOlntSItIr 2e SClUIH. lWlGt ,. Nt, l'ItEUA:I CXIUNn', fUIRDrI; 1HENCE Il\JN At.ONG nt[ NOIftM-sounI CfN1!IUN[ OF'SAID B110H 17, M50 .DtIG tHE CElllEIWNE OF twmDN RlMD AS NCIW ESWlUSMED. NIlAnf ocr20'I'. WEST. 545.llD FEEr: 1HENCf: IDml ar4l'lls. [An, 2O.DlI FEEl 10 IHE I:AS1EIll.Y "1GMJ-OF-wAY UNt ot IWI"TCIM RtWlItS NOW 1S)'aJSMfJ) AIoIIlllE POINf Of IlGINNlNG: 1MPICE RIIt ALONG 5MJ f'AMM.'l' RICHr-M-WAY UHE. NCIIIrN OG'2O't3'" WEST. .10.00 rEEf: IHEIft:f; NO..., .r46'O'. PSt, '10.'0 rm. lNOIeE IIL'D FttT ALONG 'DIE AlAe OF 1 is.DO FCIGT MDIUS CURVE ~ 1'0 1IIE SOLmMESI'. SUIrENDEO BY " CHORD 0&SflIIC[ OF 77.18 FElT WHlat EARS SOUIM U'13"st- l'ASI', 10 1ME sotmI!RLV IIOUIIIWn' UNr OF IWlCO.. "C-l": 1JtEJICE ALOItG SllID 5ClUPlEIIlLV IIOlIMDARY UltE, SOUI1I artS'O'" 1Uf. 10.00 FEET. tHENCt lIAWIC SMl sounIEAl'l' 8OlJNOIR\' UMt. )8.27 FIEf JtOtIO 'IMt RC Of" A 25.00 rom MDIUS CUlM CONCAVE '0 1M( !iClIIIHWESl'. :sunEHDEO flY A OlDRD DlSfMCE or oYI.s FEEf WIlICH BrARS NOIItH .~'t)'68. wtSl; llIENct 5OlII'H IInG'D'. Wf:SI. t2O.D~ nrr TO 1M( PCIIIl OF eEGIN/IUIG. CONf~ ~4117.12 SOUllllE FEEl NOM: _ I.ESS. .' .~~ .. .~~~~ \....: . ':i:: :":.\ .~,:<r I '~~;;~I';' ~ ': ({:~~::r;?~4r:;..!-: ',: I I p.8 Page 6/12 ,:............'. .. . .;}', -..,. .:-: ::'. ;': j ( 1...: . I ; ~ . . j ! .' .~t!j~tl~~!IJ~i!~\i;;{ti~~;~,'~;C:':,:.,,7:;,;;:;;" :j)" , Oct 09 02 10:14a I 11/ Scherer Development 727 848 4183; 727-538-4211 Sep-27-02 13:06; p.9 Sent By: WALLER/MITCHELL; Page 7/12 fT.; ;" :. ":. ...;,.t.: : :.":'.:(; . ':-::-~;~'."~ '.'~::t~~:~ t~~.~~..{;:;~,< .; "; ::.;..<.: ,:.tii~;'j.:~f/~~>~~.~.;(:.1:{. '" . : , I I . I . ., .:<! EXHIBIT "'8" "1 ,<-:~j :>~/.J<...';.~\:,::;\.:::~::;t" .....,....... I I 1 P 1NtU.R9 COUNTY FI.R. DrF' . REC . BK 1220 1 PO itS ;.. I '..':.' ~ . '::"',1 i t: I .'f" ',. Panel C; TIae _1100 feet Gllbc West 230,00 fteI, Jess tile North 73IUIO feet tlltre.r, oflbe 5o....wull/. of alae Nortllcut 1/4.r Sectioa 17 t TOWIISbip 19 SoIItll , IlaDp I' Eat, Less GDlf-t...aay BDaIev.rd Ript.OF-Way, Iii. Las TIle I:ut lOlUI' feet or Ibe WesI13(MJO fee', _11a. Narth 130.00 fat ud leu 11a. Swah 52O..GO feet or the Southwesf 1/4 effJIe NlWtIIealt 114 DfSediOll 11, T.WD.laip ZJ Sotdht Rage 1&, Elst. PiucDal Coaty, Fin.. :",tJ I :';';';;~'.r .~:::~t " "~"'.'\ I . . '.~' :. .........;. . "'~-' . ~.r:: :J;': ......, "~~ 'Y.:~~ ~.., .. .t';-, I ;.i': i;;il~ "- '.' " .. :~ ':.~ .:<~~. '":l..{ , :"';; ,";' : ~:;~ I' .1 I I I ," I I I '....i t.. ,~: '.', I ~~ti;':i]~j;~';~~~~~\~;~~~I{:,~:~~;:,!~~:},';j~:';;~,;;::j :': I .' I I Oct OS 02 10:15a III Sent By; WALLERfMITCHELLj 727 848 4183; 727-538-4211 Sep"27-02 13:07; Page 8/12 Scherer Development p. 10 _....._...~. I r f> I~I.~I\S tCUltTl' F'l.1l . ~,. ."1:1: .8k IROl", >>1 I -- lite _'.L 1",.!!...L 1Ml.!!...L. """l[ ,"=w' 'llii.--=-~ . ~LA'~ "~F';:;:,.-.:ur3' lL:Z'ib. !:::r. "~~1~':1Ii:- B~ .,...,.:;-.. .........-iQat, -...... It~ .. i:jl.- ~ Ii. L_.- I'''~. .. ... I n ., .~.. I ~..\ ...: l:, ~ .:~ i};~ f :~ .s:::........ ........., MO' ....U ... lWn CAIf)CM . ......,... ..................' .,... -c.......... III ~ "ft9lI . ,. .~ ......... IUC,[ .. ..... ..l~..... ..-. .-c....... ~ M ~ ......, "" ~ fJ1 MC&IIt J'. ..... It ..... .., 'IIAI!.......... UWIfot. ..... MWt .. au::IIC -= ---- ....... ., ....... l't. .....-c -.........c . ..... _ a.... 0'1...... .......,'"' till. ........ 'IeII:c..... w.""...... all JIll tD........ -....-.... --- -- -,.. -.. - ~--.. -_-Ot__ _ _':1"_ _11P. ____..... .......,.-. ...... ..-c.1IC ,. . "'... .. _ QIIIC --.: .. -.:.......... ___ .. . ~ -.. ...M.... - - - .._. _......~. _ ... It __ 't-,., --...----.....,.-. -.....- ---, -.....".... _tIC Me. "_fW -_ _ "'_ -.r._ ., .. ---......-c .. ,.. flirt ....1IMft __ .n.qr ~ .... .... ...an-" war.. ..... qn - ... ... ., ...... I ~ JiIaJ'.l' .... ...._ ..... . ~.... I g ~- ".,0 ~ ...- ~ ... -- ",,' ~.--: "'''In. -@ _ ..- =- g --~ I D '< o :\~ . ~ ~o a.. . 0 :E I 11:I . ~f~ I (i -.r I i ,I It I l ~ . lI- ~ t .-, La-..... .,.... "L._. n.. ................. ..-a.. 589'46'01 "w 30.0D' -... I 120:10' __ Of' _ Slit, 1/' .... 1M[ Il(. , ,< or sca... ., I 120.05' <Il ARC.,,39.27'- -..... I I -,,---- -- ........... I ..,~~ - 1a.,(I.I, ~)HL.. ="' '"' 1Z'.r..=..;1-= ~'_ -,;: -==:''''-:l~- ~r." - -~... ~.._... ="...!!I: ::L CERTIfiCATION I _... u.... flJ flit ---- 1L1lIl. IDCIIII"lIllw ~lur I .. ::: ...,/.';': '." ',' ~.' ".~ ,-. . '. I I "' . I " ",- ..~;~.:<~' I .,'...... .; .\ ..... ",: I I "--1....: . ... 1 i J nl.. i.' . ~:.. ~. \ : :;' I I I I I . I I I I I ! I J: I Uct 09 02 10:15a I Scherer Development 727 848 4183j 727-538-4211 Sep-27-02 13:07j Sent By: WALLER/MITCHELL; I I I I I I I I I I I I I . I I r P~_I'.IO 1M,s> / ,......._'_..,__10 0tIuI'- L....... &11_ 2557 NuIRIy RI*I Suite A C'-1er. FbI.. 337lie In71 S07 -!lS511 llUi _"Ell ,&Sf 6&17 1lIA.IDl.. I( 1iN1~. r; r=1- ::: it''"' PJIILltS E. f~:~" - ..-.......--................... ......... 'l!Dl:.,'I' I1joj;-W'" r':..:" !"i(' ~1 I'(C..t.v:t.,~~'-' ...-' l'l!w.~ !t:t~:~IW! H:;::ll'; ~:i:~~:': [:0::::'.:. ~D!!(, ~~ :'fI.t:.: i.. ,.i, 1-1' S:W - f'k\~,:, ~ !:h~\'.l: C-a:l", SiMa ---~r..... &'-'-55 lID . ~l'.! - a2-'_U.'IC:~'ij= ~ 2D3I DIICu..;._.._ .IIIIDIII!J BttlJ 1::.t ; 00.; '-'UN('U: ~il' ow I,", '[Ii.;,.:-;u r:~..__. . ..... t: .i:.\.~'i t; .e,It.'\; I.'Y. '~'''''''' .'ll......,:,.., ......'.......1 ,,--.. WftIl . .11:"'." ..~ .......... ........&.M.... ........ ",,---=-1 ,..,......-......... _.,.......~ _'" ...'='~..,II..,'f\:.iI'....IIl...............I\I..~..........,.... ~ ~I-......,........w ...J....~~tl,'..:t....... ". ..... ....I".~.,~~.~ ..a;r.~... 1HIS 1tQEN1UIlE. .-Ie lIl4 .,jL .., 01 _, 2U2 BETWEEN Maty C C-. a s...,.., ~ 1"01...,..)01 P,1WIIK ~ Sla.at FIohera............. IbtIlGl ~ C.... .F.....,. c-.IID" I.GI~',. whoM tall ~..w_ '" 261D US"""" '9 NaIllI. Stl~ 100. CIe........ FlorIlla 33763. ".,'~r."''':1'I'.. aa.a. (.,......,. "tr --.I ., "....~"fUl".. ..i.Ile ".II,."I'l"fII~ .~."...~.......'Y plrllJ ... '\~ .."~"''''''''. hi C ir.wtt.1:- .,., ...... ,,:tou .,. a........"""\:. .... .......,.... ..~. '"'" "'ft~ ~,ba"'''''nI. ta;r. t;tAIIIL"J. tur;a~;Iftti ~ h. (i,....".:. Ht.Ntk't.'.... larah .1Iht 3,..i#llto. .....~'"'. Ilhco I.........i~ w...::.......J '-'l .......... ~..;:...lIv..f:..tf....,......~ .... I';,,~UJ.,. ",,*.,t''''''''...,.-.il Ult:' ,....h :.... f"","'I .'1' .IIL. !'\....... -':U kr.tt ."'. dl~ \\'"..., ...u I;;L" .'t' d,,' S.'u.h",~___ l... ,'f .-. '."'bo:~" I ~1I1'W.:lj.... '-. 1.......1.. ~II S.....I..Il.~ 161".I.I.I,SS .\~I)I...(.I'I...'I". \\"" ;!'k""IIIcIL".r ~Ihj"" It. ......"'C'......,.... ~ril:...'1a" :t.... '........""1..;."'.. ,.,' "'''''''''., ,Uld b\,., I'" aI... ',~r ~: """.tho.....~liI'r ' Alh. (........ "'-lit'.. h....., .ula,. "aII'~ Me,. ..e-.-... "';:N,IIa'hL :u.J "m .lcl,-"" Itn' \iOIW,,' ~t Uk" .......>11 .:b..... ,,1' 1I11 f'I:"'.n. "I.............. ,... .~ ""n~rJi." "'I.f.IU:Uf. (.r...',,, h;l. I~..~..... ....1.,............ 100000lll AI," .....I....-....~ ""'<< ~_ .ir....~'\..."'.fU..-n, 'i!...oood. ...-:tk:.l.....hlcliw...... ill..... ,.......,..",.. ~~~.~ I.....,--g~~o.. j). W~ ~~Il_...~. . ._........... DIlIIIInL -.n I,im.__. _....___.._._ _. _... ~ ~.~ ..:;J. .'. .. ."" *'." 1:. ,,, ~b". 4 . t 4Inlrll~r.. t,~:' \\...., (,...........,t,.-.1."~. . "'_akt. J J."~L. .:.'71./ ,,".\'11, 111-"1.(*111., (tll'~ 1\' 0.' Iar..;I.I.I.AS U... "~"IIII1"''''''~ltt .... ;M,"...mlL"(Io1Iloo:li.~..., Ihi. _.~.! oI~~ ..iJlIl~. ~11l/;:. h~ MlH\ t'. I l:a.",I..,,,..,, !oOill~lor 1'1.."..... "!ro' .. I""''''''''''~ ...."'... ... "'" .... ..I... I... ,............1 ~.-r"\ "...f=t'.~' __ .._. II. 0,................". ~ ~:c.:~ .'':~ . . ~H1.~lt. 1I.1l P.~,:tr... o' } ~ t'ft::.t,-;~' .''- ~ ~'cc"=- S'~II_...: .._.. ::;. ." --...:r~2"J J'.iol IlaUDIIsL.K\1IIIn ';:,::. 'to .u..w.......c...~ :\1, (-:;;:;;~.~;.b;=--.. . , 'L' ,;~tr.Mr ~~"... J~~- . 0\ ,ft". ._....-- 0;.":;"",, _ I I I .. , :.....~ ::.<.~:., '. " ~:: :::'.:,: , ..:.....'"....... p. 11 Page 9/12 1 . ..d '.. :~~ :':....:~~..:'~i:::.~.~~. ',~.:; I Oct OS 02 10:15a III Sent By: WALLER/MITCHELL; 727 848 4183; 727-538-4211 Sep.27.02 13:08; Page 10/12 p. 12 I I ,-..-. I I I I I I I I I I i I I I .' I I I I I Scherer Development ....--.. .-- ..-..-..-,--.... fMIDI r. E 1U8, lUll IF lDKI PIIIUa IIIDV. RIIIM _T ____ tII56!I fl-31-. n:"':3' NI !I. IIEHD1JfII IIIIO.M 11:__ IK:E 1I1i:1'!I EFG:1.,,1 _ . PlI8 I 115.11 10: mIP - &11m 1 11.!i'h..OJ IQIM.: SI.!i'll.1lI OOII11U'IIIIIJ[J: 'I.~.m a.\.- QMi: 1.00 II _~~ IUtIIY IUB O!.e842e. ,JLV-'I.2002 1,_7... ~ ItIE.."", co . 12dS "II 15:i8 "-__Il0o............... .--..... ) - ~ PREPARED8Y AND RETURN TO: Joaeph J. Sorata, Jr. JOlIOJIh J. SonIta. Jr~ P.A. 211'00 U.s. HigIwqy Ie N.. SullD 50.1 Olll"w".r. ReIIIja 33781-2186 Tel: (727} 796.1557 TRUSTEE'S DEED THIS INDENTURE madlllhis 3141..... 0'..2002. between lhe loIIaW1n9 nlllftlecl pal1ie5; gRANTOR; JolIept\ J. Sol'llle. Jr., as Trust.. or FIOIiCt8 Land Ttu51 No 1'7286 uncIer ....-", damd August 1:1. 111M ORANTOn ADDRES': .,OOU.S. HlgtMBy 18 Nodb. SUlU04 C1H1Walt1r, Fl. 3376'-2881 GRANTEE: HBmpIan Road DIWIIopmena Cwp. GRANTEe.. ADDRE&8: 2&133 U.S. HighWay .9 NafIh. SUIlv 100 CleaMIIIlr, FL sa7a-aolU W,TNESSETH: THAT GRANTOR. lar and In GOI'llid8rallon 01 TEN DOLLARS ($10.00) and oll1or valullblo COl\lidelaUon to It '" band paid by GIanln. _ reCBipI ~OI ~ hlretrv K1rnowlellgad. dllft hBNtJy lI'aftl. bIIralin lIIId uI'lo Gra......the followlAg deKribod prop.fly 'n PinoIID:; CouftIy, FIoI'\da. 10 Wl1; 5118 81tllchttd Ellhlblt-A- Also dlleIibBd H T.. ".noel I.D..I7-Z8-1fHlOOOOo 131J-l1300 and 17.28.1.0DODO'13O-OI,O Inlltllhef with,lMf. IerlltrnenIc. he.........,.. and lIIlPwenanc:e&. Ole....,. belonging 01 in anvwlaalllllMH1aillino. lubjecllO: ,. Condilionl. restric1lDns. Iimitalions and ....mentt al record. 2. Zoning lII\d buildin9 oldinlnces olher gowrnrntInlall'lgllllllions. 3. Ta.... ~nd "...lIrruHIIS lor yHt' crIDD1lY1yJ1nC11 .net subaequenl years. a TO HAVE AND TO HOLD 1M ume unlO IIItI Granlllll end ar.nll.'S heir:s P,l.I~l".!'r!an4...igns larovar, In fee simpla, ::::~~~;l~ -Ontr\l..- II wed for singulaf and plUf818l1M ,*,Ielll hareot "Quires. . t.. _. . "a.'.; ,...., '-i~;:".:: '.':_: .~~ IN WITNESS WHEREOF. GrlUllo' has her.untoalfflllBlfhS CO.18. 01 InD IJaV 10\;'":" ._..~) :-.-:.~~t1 ........Dwd -' ~.,~' .I" ~ - l I I I I .J Uct U~ 02 10:1Sa I Sent By; \\fALLER/MITCHELL; Scherer Development 727 648 4183; 727-538-4211 Sep-27-02 13:08j I , . I r I ..lMtLLRS t:OUHfY rL." DF'f" .lICe.1IIt IUlD PQ 18.0 and year 111111 above wrilhm. Siglllld. Hilled ItIId wHntland In ourJRMftcs: ~ ~a~ I I ..........llUlll!: I .,./-- {lie' / I "f.o(d ~:....ItCD."""""'" , 01111_0 I b;( ~,v~ SIll'..'.... I ~fL< ,.. /)14.a,1 ~'f'" _u-.,,_m.,._n... _It,_to I STATE OF FLORIDA COUNtY OF PINnlAS Th.,lIf8OClInD Inlln.wnent wullCkftowllldpd bItIare....thIa 31.1 da,oI Ju~. 21102. by Joa8ph J. 801Ota. T...... 01 the Florida lAnd TlUSt NO. 17288 1lfMl1llUgU1121. 11184. who is p.uonally known to me Dr "...--prodR8d --. . . ......- . ~. ....--.-. ~lIIIc8tlon. du-L'~~ a1gna.ura ., NDtMy ~ Pltnled Notlly SIgnatUre Seal: I! I I ~ ""'1_ ;/ ~ 1if~~1.C::;"" ""'l. . Ii." ........._~.I.,. " Ii I I I .i . .. ! I I '-- ..... I ~...~f..i;:.a:h'''' . I l , p.13 Page 11/12 - -----1 '.' " .."'.....;, .1 Uct U~ 02 lU:ll:lB I Sent By: WALLER IMITCHELL; I I ,- I I r I I I II I I Ii I I I . I I ~., I ,!,I I ~cherer Development 72'1-o:::l~-.q.cll 727 848 4183; Sep-27'02 13:08; -- ~INtLL~ COUNTY 'L~. Mr.AEe.1<< 11!13~ PO 1841 .. II &lIhlbit: A '110.. NOI'!:\) SJO . ((PDt DC lhe- fol \owill!J cles:crH..d parcel les:; ;'l 1(1 LDDt. "Lt"I' rlJ.lIIin9 llorlll I'lld South on Lt.u t'e..tern bou"dlltl' DC tile ItUbjftet propertl' l~lJ1nn:lnll at e ttOint l!O Ieel: I.urth o~ t.h. SOUUlt!l'h bounc:li\I'Y of \:ht' conliquoufO ,',uC91; Th.. EloJlI "'('0 r.et DC ".... "..at ;UO Lee!:;, 1c:.... the lIorLlI 2(10 r...,t ond lp.ft" till!' "esl III ff'!('rt DC t.... ~outh 85 Ie!!'!: of t.Il(l fiDrt.h ~.~ r..t. tlln!'n'(; I\ll'o the ~D..th 15 rel!'t of tll.. l~t'l.h !nO feet or lhe J;ollth u;/[\ reel of I;ht' tdl."l lJlI laOl, lIIJ 1 in t,h~ lOl4 ~ of ""Po N'F, \ uC !;""..i.... ]7. 1"""'U."." 29 !'COtI"" , n....gC' l' CDst, in rJ_UlIB C..uul;\'. .'lr..-hla. h~l"l\ II.",I''-c,,' Rtrll.' ll'i~l"l-Dt-..ar. 11150 .1el'cl'i.I'r.tl a.. ftlUOIIt:: Dog11' [ro. l"~ Cl!>I\UU' of S_l:lnn ] 7. Townsh.., :Z" ",,"th, Rnnge U. F..."... I>ine]!.." County. rlDrld.., ....01 ..... th....~ a101\l, 11ft:: n-s eo"l..l! ~hl.' or the _.hl rooetion, 1\ lsn fob,. E:ighl-nl-...,.i- =n".I"lin.. II: 11.,'1;.01\ Iu..a. II OO"aO'l)- I:, IDZh.no .""t; ..hencllP 11 8'''46'01- ,~. 2~..llo '''lOL to .. I'Dint II.1ORCJ thlll' .....t.rl). d.)llt-ur-W;'l}' IJ".. ur Lite salel 11......_ Ra.t1 I.u" .. ".D.Il.; t1.....c<> run 1110.'9 the !I.'1.!.d riljhl-L-fMWllY Une. II 00'20'1)" U, 1~.1I11 reel: u.onett N n!/.,,~'n1' r:, HH..OO ,pet, ""ence- 1100"20'1)" II. 13.Jf {UIII:; ~J..'nt:'l'! ~; ~.::;7'26.'!- t:, 1",011 leet, tlUlAn' to OU-10'13" ,~, lIr..n" Ir.l.'t: tl,'H'cI.' !' 1l!l.~7'zr..". r-:, on.un rep..., l.hen..<! !; (\0"211'])" It, !OlD.OJ r...,t.: 01.'\1:" n 1'!'.~"t'2r."'- w. IOll.Ott r.....; ..ht)llc" u 00'20'1'" t:, "ll..OS. ro('l.:; ..hmlce S 1I!...r.'OI- ". InS.IIO f_t to UI~ ".U.b., lell5 r/.ItCF.1. "0-. 11(~'in'l u.1> 1,('1\.'. In ".."I. ur lhe Sout.h JJl.n~. feeL of the M.'OVl.' ~l.'~crjbed ..rile... I\nII The "ortb 30(\' o( tl.e SOllth l.aZU' 01 ll.e ..eat 110' or lh~ swU, uC th..IU:1oI1 DC S"c;Uon 17, To...,...." lq :;"..1", A"n,,~ H. r._"t., ".....u.... CUUIIt.y. PLln"... 1..8 11..-l'l.U" "...... 1./", S....d t.~.,,[, 31... ....e..It..'1 An r..lluu.., n...,i.. t..... tl." C"'t~OC' or 1Ou"t.i.... 1'/. T~","'hll' lit :W..lI., ......,,, IG I;..",", ri...ll.. C:VUllt~, rlo,-id... .."" L"'" ll......" ;:lon'l the tl-$ e....tltrli..e 0' tlte .ald S...:lion, AI... tit" It/.. C.Ul.....line of halllpt.DII "oad. 1/ 00-20'1)' It. 1 ,0lll.1)0' : L1....".. II 11"'''.'UI- 1:, t.. a point. ..10n9 t.he ..."l.rly II/W .\ in. oC t.... _&d ......"t.Ol. Aoad lor . l'.tI. U.T th..."., I'll" II R!1'.li 'ot- .., 105.00': th,,"ce 5 OO"lO 'U' t, .)110.00 ': ll."ftc", S 8,,'46'u1' II, .lo~.OO' to t.... ..,~ ..."Drl, Alii I in" ot ..a.pton Road, thellce, .'0119 tile /IlIlII HIli line, II 00'20'1:1" III. 300.00' t.o tll. P_O.~, le.. PlIII:P.L "^", be1Jwl U... SmIth lS' 0.( u.e ~ dellCl:.ibMI ulICt. J..ccs IUd !lX&lIlpI: I A ltrip or lIBel beinJ Ibe Well 10.00 re.. of that HrtelD ,ruped, ctanibcd in OUlcial Reculds Doou 5846, oa JIlI&C 'ZlZZ ad SI32, au p." 2131 or the 1'1I1t11e R-.Js of PboeUN Cosuoy, Florillt. J"JDr wi'" tbe Norllleul 1/4 of !eCliull 11. 'l'ovmdIip 29 South. RanCI 16 lillst ad "ml male partlcttlally dlla_d IS {obows: COIIlIIJe8M .t lIIe Scl......1 comtr of .... Nor1IIc81 tIt! of Wd kama 17; IhcllClt NIXJ"I9'2I"W, ... ilia Weat lbIe of.. Norllleul 1/40( AW IlldIon 17, '0,135.00 feel; lben~ NIlNS"'9"II, fer 20.00 'eel w!be POINT OF DEQIHNINO: tlteaco NWlt'2J"W. ll1oII& a lile 20.00 I_ e.lt .r ad puoIIellD l1It West Ii.. Df die Nonbnat 1/<4 of slid ser:ua.. 11, for _.00 Ieet. llMnIce Nl9'46'S3"B, far 5.lIIl 'eel; dIellCe NIlO'Inr'W. eIoull , IJIIO 25.00 r.ll' But 01.... pInIIel1U tlsa Will II. of die NanJtou& 1/4 allllld SCClioll t7.lur 15.00 teet: dtuee NIP"46'D"B, lar 5.00 leel; Ihuc. SOll'1t'2.t". aloBC albae 30.00 (eel Eul of ... puaUll t6 IIoreAId W." UIII, for 300.00 f..,. dletlllll 58ll"4S'4VW. for 10.110 faet 10 tilt POJNI' OF BI!(1INNING : 0 . .'.:;....dt;~. .,' " p.14 Page 12/12 - l I I I I I I I I I I I I I I I I :1 I I APPENDIX C ItlDARsE & ASS.OCIATES, INC. July19,Z 2002 N&A Project No. T02-G-118 Geotechnical, Environmental Geotechnics & Materials Engineering Brandon Realty Ventures, Inc. c/o Mr. Rick Tommell, E.!. Avid Engineering, Inc. 2300 Curlew Road, Suite 100 Palm Harbor, Florida 34683 Report of Geotechnical Exploration Proposed Hooters Corporate Headquarters Pinellas County, Florida Dear Mr. Tommell: Nodarse & Associates, Inc. (N&A) is pleased to present this report of our geotechnical exploration for the above-referenced project. This exploration was authorized by your acceptance of our proposal on June 19, 2002. The purposes of this study were to explore subsurface conditions at the site and to use the data obtained to develop engineering recommendations to guide site preparation and the design of foundations, pavements and stormwater retention facilities. This report describes our exploration procedures, exhibits the data obtained, and presents our conclusions and recommendations. SUMMARY In summary, the results of this exploration indicate that the site is suitable for support of the proposed Hooters Corporate Headquarters structure on conventional shallow spread footings. Routine site preparation (including clearing, stripping, and proofrolling) will be required to provide adequate support for foundations and pavements. PROJECT INFORMATION We understand the project consists of the construction of two 2-story office buildings to be located behind the original Hooters restaurant on the east side of Hampton Road, just north of Gulf to Bay Boulevard in Pinellas County, Florida. Paved parking and drives will surround the two structures and a stormwater pond will be located between the buildings. We also understand that an underground stormwater storage structure is proposed for the parking and drive areas, east of the proposed buildings. We have assumed that maximum column and wall loads will be no more than 75 kips and 3 kips per linear foot, respectively. We have also assumed that no more than 2 feet offill will be required to achieve finished grades. 3514 AleH mEET . TAMPA. FLORIDA 33607 . (813) 879.5501 . FAX (813) 879.5701 . !.mail: nodam@nodme.com I I I I I I I I I I I I I I I I I I I Hooters Corporate Headquarters N&AProjectNo. T02-G-118 Page 2 SUBSURFACE EXPLORATION . Our exploration consisted of performing four Standard Penetration Test (SPT) borings to depths of 15 feet within the proposed structure areas. We also performed 13 hand auger borings to 5 feet for the proposed pavement areas. For the proposed pond, we performed one machine auger boring to 15 feet and one Double Ring Infiltrometer (DRI) test. The field testing locations were determined by referencing from existing site features and are shown on the Location Plan in the Appendix. Standard Penetration Tests (SPT) were performed continuously in the SPT borings to a depth of 10 feet and at 5-foot depth intervals thereafter. Each sample was removed from the sampler in the field and was examined, packaged and sealed for transportation to our laboratory for further examination and visual classification. Groundwater levels were measured in the boreholes at the time of our field exploration. The hand auger boring procedure consisted of manually turning a 3-inch diameter, 6-inch long sampler into the soil until it was fulL The sampler was then retrieved and the soils in the sampler were visually examined and classified. The procedure was repeated until the desired termination depth was achieved. Samples of representative strata were obtained for further visual examination and classification in our laboratory. The machine auger borings were performed by hydraulically turning a 4-inch diameter continuous flight auger into the ground in 5-foot increments. Additional flights were added until the desired termination depth was achieved. The auger was then extracted without further rotation and representative soil samples were retrieved from the auger. Samples were visually classified in the field and were then bagged and returned to our soils laboratory for further classification and testing. The Double Ring Infiltrometer (DRI) test procedure consisted of installing a 12-inch diameter steel ring and a 24-inch diameter steel ring concentrically into the ground to the desired test depth. Water was then added to a desired head level in .both casings and held constant. The amount of water added to the inner casing vs. time was then recorded. This procedure was repeated every 15 minutes for a total of 4 hours or until a stabilized infiltration rate was achieved. The DRI test was performed in accordance withASTM D- 3385-94. I I I I I I I I I I I I I I I I I I I Hooters Corporate Headquarters N&A Project No. T02-G-118 Page 3 GENERAL SUBSURFACE CONDITIONS Subsurface conditions encountered in the borings are shown on the Test Boring Records in the Appendix. Descriptions of the soils encountered in the borings are accompanied by the Unified Soil Classification symbol (SP, SC, etc.) based on visual examination. Stratification boundaries between soil types should be considered approximate as the actual transition between soil types may be gradual. In general, the borings in the proposed structure area encountered fine sand from the ground surface to depths of 8 feet, clayey fine sand from 8 feet to 13 feet, and clay from 13 feet to the various termination depths. The relative density of the soils. encountered was typically loose to medium dense with Standard Penetration Resistance values (N -values) ranging from 1 to 23 blows per foot. The average N-value in the upper 15 to 20 feet explored was approximately 10 blows per foot. The machine auger boriIig, performed in the proposed pond area, encountered fine sand from the ground surface to a depth of 7 feet, clayey fine sand from 7 feet to 11 feet, and clay from 11 feet to the termination depth of 15 feet. The hand auger borings, performed in the proposed pavement areas, encountered fine sands with some trace roots to depths of 5 feet. The DR! test was performed at a depth of 1 'l'2 feet and for approximately three hours, at which time a stabilized infiltration rate of 14.1 inches per hour was achieved. The groundwater level was encountered in our borings at depths ranging from 5 to 6 'l'2 feet below existing site grades in the proposed building and pond areas. The groundwater was not encountered to 5 feet on a majority of the proposed parking areas; however, on the southern portion of the site, at a lower elevation, the groundwater was encountered at depths of2 'l'2 to 3 'l'2 feet. According to the Pinellas County Soil Survey, the soils on this site and the surrounding area belong to the Myakka series, which are described as having a seasonal high groundwater depth of one foot or less below grade. Based. on the results of our exploration, and stratigraphy observed, and the existing drainage features in the vicinity of the site, we estimate the seasonal high groundwater level to be approximately 2 to 3 feet below existing grade in the proposed pond area. I I I I I I I I I I I I I I I I I I I Hooters Corporate Headquarters N&AProjectNo. T02-G-118 Page 4 CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based on the project characteristics previously described, the data obtained in our field exploration and our experience with similar subsurface conditions and construction types. If final building locations, grades or foundation loads are significantly different from those previously described, or if subsurface conditions different from those disclosed by the borings are encountered during construction, we should be notified immediately so that we might review the following recommendations in light of such changes. Foundation Design: Once the existing subgrade and/or new fill soils in the proposed structure area have been prepared in accordance with the following recommendations, the proposed building can be constructed on a system of conventional shallow spread or strip footings bearing at minimum depths below the finished floor elevations. Footings which bear in densified existing soils or in new structural fill may be designed based on a maximum allowable bearing pressure of2,500 pounds per square foot. Minimum footing dimensions of 18 inches should be used even though the maximum allowable bearing pressures may not be fully developed in all cases. Footings should bear at least 16 inches below finished exterior grades. Footing sub grade soils should be approved by the Geotechnical Engineer prior to placement of concrete and steeL As a minimum, the footing sub grade soils should be compacted to a density of at least 95% of the soils modified Proctor maximum dry density for a depth of 12 inches. General Site Preparation: The initial step in routine site preparation should be the complete removal of all topsoil, trees, major root systems and other deleterious materials, including any existing structures of utilities, from beneath and to 5.. feet beyond proposed structure and pavementareas. Based on the boring results, average stripping thicknesses are expected to be about 12 inches at this site. After this initial stripping process, the entire site should be inspected by a Geotechnical Engineer. At that time, the site should be proofrolled using a large vibratory roller (Dynapac CA-25 or equivalent). . Proofrolling of the structure areas should consist of at least five (5) overlapping passes in each of two perpendicular directions and should be observed by a Geotechnical Engineer. The purposes of the proofrolling are to detect any areas where unsuitable soils are present as well as to densify the near-surface loose soils for support of shallow foundations. Materials which yield excessively during the proofrolling should be undercut and replaced with well-compacted structural fill. The Geotechnical Engineer, based on his observations, can recommend the nature and extent of any remedial work. Based on our exploration, no major remedial work is anticipated at this site. Proofrolling of the structure and pavement areas should continue for the required number of passes and until the . soil at a depth of 12 inches below the compaction surface has attained a minimum of 95% I I I I I I I I I I I I I I I I I I I Hooters Corporate Headquarters N&A Project No. T02-G-118 Page 5 of the soil's modified Proctor maximum dry density as determined by ASTM Specification D-1557. In-place density tests should be performed by an experienced geotechnical engineering technician working under the direction of a registered Geotechnical Engineer to verify the required degree of compaction. A test frequency of one test per 2,500 square feet of structural area proofrolled and one test per 5,000 square feet of pavement area proofrolled is recommended. Fill Placement: After the site has been proofrolled and accepted by the Geotechnical Engineer, any fill required to bring the site to final grade may be placed and properly compacted. All fill should be inorganic, non-plastic, granular soil (clean sands). The fill should be placed in level lifts not to exceed 12 inches loose thickness. The fill should be compacted to a minimum of 95% of the soil's modified Proctor maximum dry denSity as determined by ASTM Specification D-1557. In-place density tests should be performed on each lift by an experienced engineering technician working'underthe direction of a registered Geotechnical Engineer to verify that the recommended degree of compaction has been achieved. We suggest a minimum testing frequency of one test per lift per 2,500 square feet of area within structural limits and for every 5,000 square feet of area in proposed pavement areas. This fill should extend a minimum of 5 feet beyond building lines to prevent possible erosion or undermining of footing bearing soils. Further, fill slopes should not exceed 2 horizontal to 1 vertical. All fill placed in utility line trenches and adjacent to footings beneath slabs on grade should also be properly placed and compacted to the specifications stated above. However, in these restricted working areas, compaction should be accomplished with lightweight, hand-guided compaction equipment and lift thicknesses should be limited to a maximum of 4 inches loose thickness. Pavement: With site preparation completed as recommended, an asphaltic concrete/limerock base pavement may be utilized for the project. The pavement should be designed based on the anticipated traffic loads and design life. As a minimum, the following pavement section is recommended. FDQT Type S-1 or S-lli High traffic areas: 2 Low traffic areas: 1-1/2 Minimum of: 93% of the Marshall maximum density 'I I I I I I I I I I I I I I I I I I I Hooters Corporate Headquarters N&A Project No. T02-G-118 Page 6 FDOT Limerock High traffic areas: 8 Low traffic areas: 6 Minimum of: 98% of the max. dry den~ity determined by FM T-515 100 LBR determined by FM T-515 FDOT Type "B" Stabilization High traffic areas: 12 Low traffic areas: 12 Minimum of: 95% of the max. dry density determined by FM T-515 40 LBR determined by FM T -515 CLOSURE N&A appreciates the opportunity to be of service to you on this project. If you should have any questions concerning the contents of this report, or if we may be of further assistance, please do not hesitate to contact us. Sincerely, NODARSE & ASSOCIATES, INC. ~p,~ Sharyn P. Hauser, E.!. Geotechnical Engineer ~~ "'.~"/:.Q~ John C. Phillips, P.E. 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' 1 1~' I') I') o v o Cl/~ d ---..----.---j ~ ._J ,~ I .__:___._J I ~ h I I It: :, 0" I , Iii!" iJ..--f u ,oJ 'J ~~ ' 8 ill l; .1L...- - / 4.U li1E 0.0 I II II II II II II II II ,. lit It - - - - - - - - - - - z o ~ X ::J W -I --.J ~ ~ <( o t-' 0 0:: z U 0 0:: -I W lL. W z B z w -I (J) <( 0:: u W Z I-- ::c 0 ~ 0 b I w t-' o z W ~ W --.J u Z W 0:: ::J Cl ii: w ~ ::c u <( ~ t-' ~ ! o LLlH (IJ&Il ",., -<: eH =-~j a ~ Q. - I Vl o W I- o Z N o I m I " W ~ W u LL ~ u.. ~ o 3: 0:: ~ -I U o 0:: <( o Z <( I- Vl lL.t-' Oz zO:: 00 -CD ~ ul- Ovl -I~ wz ~Q ~~ x 0:: 01- o::w n.z n.w <(n. lL. o Z o ~ u o -ICl wZ !4:o:: ~g x 00:: o::w n.Cl n.::J <(<( .:; :>: :I: u 5 III o z <( ::c lL. o Z o ~ u o -It-' wZ ~o:: ~g x 00:: 0:: \.JJ n.t') n.::J <(<( W -I CD ::J o o lL. o zl- o~ ~I- uz 00 -1- ~ Wo:: ~!::j. ~- _lL. XZ 0- O::t') n.z n.- <(0:: +++@ - WO("Z:Ol-ZOOZ '6l1nr - Symbol Description Strata symbols 10~~~.~1 Poorly graded sand Poorly graded sand with clay I '..... '. ,...... I .... ~ iJ.;xl: Wr;1; Clayey sand Low plasticity clay Poorly graded sand with silt Misc. Symbols ~ Water table during drilling KEY TO SYMBOLS I DEPTH (FT.) DESCRIPTION I I OVery loose brown fine SAND (SP) I I 2 Loose brown fine SAND with trace wood fragments (SP) 4 Medium dense brown fine SAND (SP) 6 Medium dense brown slightly clayey fine SAND (SP-SC) I 8 Medium dense light brown clayey fine SAND (SC) I I I 13 Firm light green sandy CLAY (CL) 15 Boring terminated I I I I II I I I I I REMARKS: Groundwater encountered at 6.5 feet. I SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE .... e. 0.... .. .... ...... .. .... .. .... .. .... .. .... ...... ...... .. .... .... .0 .. .... ...... :'"::: :u . PENETRATION - BLOWSIFOOT o 10 20 30 40 60 80 5 . . . . - - - - 7 2 5 16 ~ 22 10 18 15 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 TB-l 6/28/02 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I II ! I I I I DEPI'H (FT.) DESCRlPTION o Loose to medium dense brown fine SAND (SP) 6 Loose brown slightly clayey fme SAND (SP) 8 Medium dense light brown clayey fine SAND (SC) 13 Firm light green sandy CLAY (CL) 15 Boring terminated REMARKS: Groundwater encountered at 6.5 feet. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . .... ...... . .... . .... . .... . .... . PENETRATION - BLOWSIFOOT o 10 20 30 40 60 80 5 . . . . - . . - 8 3 8 15 ~ 8 10 20 15 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 TB-2 6/28/02 T02-G-118 Hooters Corporate Headquarters . ~'~I{II~~:;~~':::::........ I I I DEPI'H (FT.) DESCRIPTION o Loose to medium dense brown fine SAND (SP) I 6 Loose brown slightly silty fine SAND (SP-SM) I 8 Loose brown slightly clayey fine SAND (SP-SC) I I I 13 Loose green clayey fine SAND (SC) 15 Boring terminated I I I I I I I I I I REMARKS: Groundwater encountered at 5.5 feet. I I SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWSIFOOT 10 20 30 40 60 80 20 .' . . . - - 9 3 13 ~ 15 9 10 25 30 35 40 ;lllllllrflll~lllllllllll::~~:;,',',',:,:,',:"... . BORING NUMBER DATE DRll..LED PROJECT NUMBER PROJECT PAGE 1 OF 1 TB-3 6/28/02 T02-G-118 Hooters Corporate Headquarters I I I DEPTH (Fr.) DESCRIPTION o Loose to medium dense brown fine SAND with trace roots (SP) I 6 Loose brown slightly siltly fine SAND (SP-SM) I 8 Medium dense brown slightly clayey fine SAND (SP-SC) I I I 13 Very loose light brown clayey fine SAND (SC) 18 Firm tan cemented CLAY with limestone fragments (CL) I 20 Boring terminated I I I I I I I I REMARKS: Groundwater encountered at 5 feet. I I SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . ..." . .... ...... . .... . .1.- ...... .... ., 0,'," ...... ...... .... o. 0.'.' ...... it;;:'!' :n:r J ? t3jl~l: . PENETRATION - BLOWS/FOOT o 10 20 30 40 60 80 15 . . . . - - I- I- - - 7 4 23 5 ~ 15 8 10 12 20 25 30 35 40 BORlNG NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 TB-4 6/28/02 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEPTH (FT.) DESCRIPTION o Brown fine SAND (SP) 7 Light gray clayey fine SAND (SC) 11 Green sandy CLAY (CL) 15 . . Bonng termIDated REMARKS: Groundwater encountered at 6 feet. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWS/FOOT . .... . .... o . .... . .... ...... 5 .1.... .... .. ~ 10 15 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 AB-l 6/28/02 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEPTH DESCRIPTION (Fr.) Brown fme SAND with trace roots (SP) . .. . .' .. . .. . . . " Light brown fine SAND (SP) . .. .. . Dark brown fine SAND (SP) . " Boring tenninated o 2 4 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWSIFOOT o 10 20 30 40 60 80 5 10 15 20 25 30 35 40 1IIIIIfl'"111111'llillfillfj;::,:.",. ",:,:",~:illill.llllll~IIIIII~::;::::;:::;;;:;::;;:;:\;;:j:::::::::::':::::;l!,jlll,I::! BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-l 7/2/02 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEYI'H (FT.) DESCRIPTION o 1 Brown fine SAND with trace roots (SP) . .... . .... Light brown fine SAND (SP) . .... . .... . .... . .... ...... . .... "",-Brown fine SAND with trace roots (SP) C::':: Brown fine SAND (SP) ~ Boring terminated 4 4.5 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWS /FOOT o 10 20 30 40 60 80 5 10 15 20 25 30 35 40 il!I!IIIIIIIIIII~lllilillllllll'jIIII111111111Ii~II~1'llI11111!1~111Ii.lllll~t~llliI1Itllt~111~;;l::.:::':11\tlllllll~111Iilll BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-2 7/2/2 T02-G-118 Hooters Corporate Headquarters I DEPTH (Fr.) I 0 1 I 2.5 3.5 5 I I I I I I I I I I I I I I I I DESCRlYfION Brown fine SAND with IIace roots (SP) ...... . .... . .... Light brown fine SAND (SP) . .1.' . .... ...... Brown fine SAND with IIace roots (SP) ...... . .-,. Light brown fine SAND (SP) . .'.' ...... ...... Boring terminated . PENETRATION - BLOWS/FOOT o 5 10 15 20 25 30 35 40 REMARKS: Groundwater was not encountered. :lllllill~jlilllllI1111!1111111Ifllllll~'II~IIIII.l::i:;;:;:;;::::;;t;;:::::;:::;::::::::~:;:::::...i:::::i:::m:i:::;:il!'lilltlllllll1l~l!Jlillllli BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-3 7/2/2 T02-G-118 Hooters Corporate Headquarters SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE I I I I I I I I I I I I I I I I I I I DEPI'H (FT.) DESCRIPTION Brown fine SAND with trace roots (SP) .... .. 0.... . .... Light brown fine SAND with trace roots (SP) .... "' ".... . .... Brown fine SAND with trace roots (SP) .... .. 0.... . .... Light brown fine SAND (SP) .... .. . .... . .~:::. I..... . .... . .... Boring terminated o 1 2 3 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWSIFOOT o 30 40 60 80 5 10 15 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-4 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEYrH (FT.) DESCRIPTION Brown fine SAND with trace roots (SP) , .. , .. Brown fine SAND (SP) . .. . .- ", , ," Light brown fine SAND (SP) .., Boring terminated o 2 4 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWSIFOOT o 10 2030 40 60 80 5 10 . 15 20 25 30 35 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-5 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEPTH DESCRIPTION (FT.) Brown fme SAND with trace roots (SP) ", ", Light brown fme SAND (SP) ", , " .. .. , . 0' .. . , . Boring terminated o 2 5 REMARKS: Groundwater was encountered at 3 feet. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWSfFOOT o ~ 5 10 15 20 25 30 35 40 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGElOFl HA-6 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEPTH (liT .) DESCRIPTION o 1 Brown fine SAND with ttace roots (SP) .... .. 0.... 0.... Light brown fme SAND (SP) . .. . .. Brown fine SAND (SP) . .' ". . .. . .' .. '" .. Boring terminated 2.5 5 . PENETRATION - BLOWSIFOOT o 60 80 ~ 5 10 15 20 25 30 35 40 REMARKS: Groundwater was encountered at 3.5 feet. :1:lilllllllillilli~III;;::::.:.:.::fi~11Itlf~1111111!Illll::::;::::::l:l~::;:::~lltlllr~i~I~[i'tlll~~lllrllIltll1l~11111111 SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE HA-7 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEPI'H (FT.) DESCRlPTlON Brown fme SAND with trace roots (SP) . .... . .0.1 ...... . .... . .... Light brown fine SAND (SP) : .... Brown fine SAND (SF) . .... .... . ...... Boring terminated o 2 3.5 5 REMARKS: Groundwater was encountered at 2.5 feet. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWSIFOOT o 10 20 30 40 60 80 ~ 5 10 15 20 . 25 30 35 BORlNG NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-8 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEPr:H (FT.) DESCRIPTION Brown fine SAND with trace roots (SP) . .... . .... Light brown fine SAND (SP) . .. . ,- Dark brown fine SAND (SP) Light brown fine SAND (SP) . .. .. - ..- . . Boring terminated o 1.5 3 5 REMARKS: Groundwater was encountered at 3 feet. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWSIFOOT o 10 20 30 40 60 80 ~ 5 10 15 20 25 30 35 'illllll~~!:::;:;:~~;::Ji!::;JIIII~'Jllllll'li'lllllllIIIIlllllIlllltlllllltiIIIIIIII111111I11111111/1I/lllllllilllll BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-9 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I il I I I I I I I I I I I I DEPI'H (Ff.) DESCRIPTION o 1 Brown rme SAND with trace roots (SP) . .... . .... Brown fine SAND (SP) . .... . .0.1 . .... . .... . .... . .... Oram!isb-brown fine SAND (SP) . .... Boring terminated 4.5 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWSIFOOT o 10 20 30 40 60 80 5 10 15 20 25 30 35 40 BORING NUMBER DATE DRn..LED PROJECT NUMBER PROJECT PAGEIOF1 HA-lO 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEPTH (FT.) DESCRlPI'ION' Brown fme SAND with trace roots (SP) ...... . .... Light brown fine SAND (SP) . .... 1.1.1 ...... . .... . .... Brown fine SAND (SP) . .... ...... Boring terminated o 1 3 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWSIFOOT o 10 20 30 40 60 80 5 10 15 20 25 30 35 40 BORING NUMBER DATE DRll.,LED PROJECT NUMBER PROJECT PAGE 1 OF1 HA-ll 7/2/2 T02-G-1l8 Hooters Corporate Headquarters I I I I I I I I I I I I I I I I I I I DEPTH (FT.) DESCRIPTION Brown fine SAND with trace roots (SP) . .1." . .... Light brown fme SAND with trace roots (SP) . ..." . .... Brown fine SAND (SP) .... I. ".".. ...... .... "' . .... Boring terminated o 1.5 3 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWSIFOOT o 5 10 15 20 25 30 35 40 BOIUNG NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-12 7/2/2 T02-G-118 Hooters Corporate Headquarters I I I I I I I I I I I I II I I I I I I DEPI'lI (fi' .) DESCRIPTION Brown fine SAND with ttace roots (SF) . .... . .... Light brown fine SAND (SF) .... .. 0.... . .... . .... . .... Dark brown fine SAND (SF) ...... . .... . .... Lil!ht brown fine SAND (SF) ::::..::: Brown fine SAND (SF) ~ Boring terminated o 1 3 4 4.5 5 REMARKS: Groundwater was not encountered. SEE KEY SHEET FOR EXPLANATION OF SYMBOLS AND ABBREVIATIONS USED ABOVE . PENETRATION - BLOWSIFOOT o 5 10 15 20 25 30 35 40 BORING NUMBER DATE DRILLED PROJECT NUMBER PROJECT PAGE 1 OF 1 HA-13 7/2/2 T02-G-118 Hooters Corporate Headquarters