Loading...
2150 CLEVELAND STC I T Y OF C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34619 -.4749 June 22, 1993 The City of Clearwater Environmental Management Office has completed its landscape inspection at your site. The. following report is the result of our inspection. If you have any questions concerning this report, please contact Rick Albee at (813)462 -6598. SITE: Barnett Bank East 2150 Cleveland St. OWNER: Barnett Bank of Pinellas DOWNER REP.: John Kern INSPECTION DATE: 06/22/93 PASSED DEFICIENCIES: None at this time, site meets code requirements. CODES VIOLATED.: None COMPLIANCE DATE: RECOMMENDATIONS: Continue to maintain landscaping to insure future compliance. INSPECTOR: Rick Albee To insure compliance, a reinspection of the site will be conducted after the compliance date. Failure to correct the deficiencies above by the compliance date will result in the issuance of a formal "Notice of Violation ". ''Equal Employment and Affirmative Action Employer'' APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT ENVIRONMENTAL MANAGEMENT DATE (813) 462 -6747 RECEIPT NO. jet / <. A non - refundable filing fee of $10.00 is required per Resolution 86 -9. Permit applicable for 6 months from date of approval. In accordance with Section 98.30, 1 hereby apply for permit to land clear and /or grub the property described below. 1. Location of Property :2150 FUG �•�� Sf - t` 2. Project Name_- 25-4'0-Pill- a .#,Vk 3. Purpose of clearing and /or grubbing aloA, 7o �s'uic c�iMo 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed J ditches, canals, and swales) 4� /7� %i.9�ror".� /"�,'tXI 5. Proposed method of debris disposal k 6. Date you plan to begin work 7. Proposed method of soil erosion control 8. ❑ No -Tree Verification Required Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 98, CITY CODE OF ORDINANCES REGARDING TREE PROTECTION DURING CONSTRUCTION AND HAVE READ CITY'S EROSION AND SILTATION CONTROL POLICY DO NOT WRITE BELOW THIS LINE Comments e V�`J S� �/ vt�..�7 Gi,..,•d C��e� t^ i s �rUys,• °t` r rc i r o e- tr f r'e 1� cQ w b /1'� r �C 1` o w s' Subscribed and Sworn before me Signature o wner or ners Representative S S v ., this 'day of 19 PKl4rP � e fA,fr u.,. c � Printed Name _ / /yoe ���;2iJb� ST l �c�l-'✓ Sig nature of Notary Address <. //�'��: r' NAME OF NOTARY f�� ! /N /� 1 /F_�(�•! /ry City State Zip COUNTY n / / L �1 j!c (/y6fY "� L�(�/ / (7[7��/ L/ COMMISSION EXPIRCM vaaY PORT,- `T.Qrr cr riefi1nti 1 IE0 .r *c;Y�► IXP 6L111 8 199!7 C, Representatives' Firm Telephone i . . `, ! 1r-RU, G1�uiAL !NS. Applicant must include Aerial Photograph or Scaled Drawing showing property boundaries and limits of work. This is NOT a Tree Removal Permit. i DO NOT WRITE BELOW THIS LINE Comments e V�`J S� �/ vt�..�7 Gi,..,•d C��e� t^ i s �rUys,• °t` r rc q r o e- tr f r'e 1� cQ w b /1'� r �C 1` o w s' .S AV Ze S S v 4:5i- S o ible, Mex ; A v- C:;--w 5 V L, C I/ C-- e fA,fr u.,. c v WAIWA ' / v Water Resource Spec. Date Comments�J Based on the above comments and information submitted, the above removal application is: ';K Approved As Submitted / LJ Approved — Modified As Noted Above ❑ Denied Signed: — / Date: / �d City Manager or Designe Rev. 9/87 v White — Applicant Yellow — Environmental Pink — Inspector Aloeth Line of the South 200.00' of Lott r- {- 5.89•�5'�7"�. 70.01' Aloetk line Lot 3 ° Corners d%t het 3 M OE TA I L (Alot to Scale a4 F- , (S. 89•dS' �7 "�. f ,09.48') U' S Postal Credit Union Oce. 085 Two Sfory Mas my P 1 On Stor� y Masonry I I (OpeK for Or'ive � - LEGAL DESCRIPTION 1 thru below) , 4i The West 70.00 feet of the South 200.00 feet of Lot 1 and all of Lot 3,, PROFESSIONAL BUSINESS COMPLEX, as recorded in Plat Book 81, Page 24, + Qoof Lute; I 30.9' ; Public Records of Pinellas County, Florida Above Rac'sed rile Roof VeV. 644 ---- -- - - -- -- " - " -J� Clearwater, Florida this area Z ' Roof Lli e Above ,1 �s . � t.S'Cur6 l• i ',� � c1l ' 4' 1 I � � 41.7' - -- ®----- - - - - -- --J =` b a Spk ��o----- Qft a o I 0.03 (See Detail ��`„ ° L �``�- -- - -- -- - -Upper Left) C. Tit ^ ^�s, F. o. P. S 89 U5 27 g. Shrubs 1�4.��0 I e Carb a -� b. �`' . _�'' k " # r v Y ^ i6 °tree gyp,. y/ a 1 ►yAy' Ld II '%'' �� i13p1 ^ ^�° ^ ^a ^ ^�0° G"Curb ^ ^�,S°� �o� �� ^e, z�, i voeth Grne of the South 200'0f Lot f �? i Asphalt � q� � ^ l \ d � � ^k SO ^ �'�� 0 3 Metal - . �1 L P-0 -- Metal 9 120 rt " Asphalt- I I l rate r1 n l�ei: t 4,16 ^w ^ lop 73 s� DunPtpa S ^1' 11• ° �,. pr1 ,l � NXDrive 4 1kV.S 70.0 ^^ \% 0 'ee�^ ^1S Ito y4f. Sup. Wall) �l Z5 a a, ,x', ^aS +% .�. East Lofe of fke West 70'of fke South e00' aF ,Cott p �1 Zzi I 1 ^�.h• �`� ^1 L rubs Z ^� y� J•RS, - r { i� 1 l /�) ^1�r _ 1��,/ Ft Q. ,'� -- '`1^ 1199.99 ' 5� ^z hti 5 wal X4 .8' -- -- TraFfle Ltgkt Pale ��,� ^z. 2 "C.MP S ;r _ fWatk'L ^� �8 "Dater ,Gtalm(Alot Field Laca ed) Street Si9K z� ^ r� �f "y catek B sm Z��b �zo ^,�° ° ^,���� �a. �a`,'� Z Voile �,r - '1�k ^ ^ti6 ^Z0 ^1 ^Z� ^tip �% Aa A�e1 TrdfFic Ligkts 3r :7e.6r , 19`eQiJ4Ve Throat- R If rltu. At. - 70.10 1 . Paverxet<t IKV. S.= 69.69 -7I A°`' Cie v e t a n d Street ^'� ^�" -S - -� 10"SaK. Se wei, yalrc ^ 0 00' Q/W 1 4� ,4spkalt PavlhjI -- - L axitar �'ew�rMX. I(Qe Field Located) u.Rrirc- 9d 80 ITrKV. N.: 65.30 I : IAV. �' = 61Y.90 � 1 oat 71.85 tnv. ^Z. �� z ^�_ ^ '' °u - -- INTalleg Curb �'' ^�`'a E'19 "x SO" R. C. D. Not fit ld Trfic located) (lot Fitld Gocad) < Pate z o� ,oe . - - - - -- G ---- - - - - -- G - -- - -- G - -- - -- -- G - - -- - - - -- G ---- - - - - -- G - �"�''Steel 0a�slVfa�rc(lUot Field Laeated) 06 - PiL.P - ---- - - - - -- G ----- - - -P.P G ----- - - - - -G - - - - -- G ---- - - - - -- G - - - - - -- - -G - - - -- 0L 06 OE of - -- - -T OE - - -- -- - - OE , I I t I OWNER BARNETT BANK OF CLEARWATER, N. A. EAST CLEARWATER OFFICE GD 2150 CLEVELAND STREET z CLEARWATER, FLORIDA 34625 Z m PROJECT NAME SEC.--U-TWP.&A S.,RNO.-aE. NORTH j BARNETT BAND OF CLEARWATER, N. A SITE SURVEY SHEET REVISIONS C -1 ui v ry a ca 0 2150 c'leuebnd s�. &rOQ4 &wk rasl: CLEARWATER \ir o� a "' 90A i ft U8 Xf A/RPARK : i ; AL / AND wEAVEe�aH.lkbujS6IAL w COACI�MAtflr o Asf HILL Yr i Q z E's TATE��j►� ,+ R '- ME O T W P -� ^ee%t 1co GOLf tS y + , , W ve` it7OR - c �., PARK CREST / ; al( �° a -`z CARPEN7E� ru / MAR pNTi , CEM W c a FIELD �I IRPDRT DR • A ST:., SHARKEY RO r ` - M RI LY ! off f x OAhIOA1T , ° - 'GILBE _ T a S, (� ao,ACOantcr ORENAL p �' TERRACE CR > _ M7C-KINLEY , a �V - . HAi RDING ST T. a ST..� a a, a'� a! c�AKwOp( Sr. F TERSBUR �' 1 w '< t� Q W D JUN! COLLEGE Rte m cr j Q a (j a 13 RIVING -NAS �P JS ��Df3 = �' + WHITMANa' J w ST -ft HA Gf i w L ufiSHOPPWC�� `� w? ST v R zi l = R u CE TER SHELLEYz w YfSt > awl GUEF� O ■ - Ar `" _;� c4fARWATER Aug LAS GVLF,iq , I > o ` i / r 7-I st HIGH / {� GO[f s , �SCHOOL _ d 1 3 LOG. CC ` a i R D. R i< ,. 1 O W ROYDO ` Z AUDLeCW - Gt PL a r J 1-• .. 9 o f -_ c W o 'aYACh4ULLEN +00. o y z, w' W g : cr ° �PAR ; � M UJ r �n i Lu - 1� ,s►� F�L GL Y i Z5 l:Yitlti nT M cis ci RD rw Of, c at. 27's7ss "A/ Uc ccn i ty M (From #OPtk PlrtellaS County Map, t99�, by/GI�pG�artd, tic.iy Appeoximate hate'rn Mike 0 114, i. 1 /1ofi• A%0te s' , 10 All elevations refer to the National Geodetic Vertical Datum of 13.00') 1929. Mean Sea Level = 0.00 feet. - BENCH MARK: City of Clearwater Disc "DE -10 ", elevation 74.243 feet, at the Northeast corner of Belcher Road.and S.R. ;590 Grew Street). 2. Size and approximate location of water mains and appurtenances, as per the City of Clearwater Water Dept. (813/462 - 4848), and /or'f iLeld inspection. The approximate water pressure is 50 pounds, and the depth is a minimum oP 30 ir.ches, per Mr. Howard Huff of the !dater Dept. e 3. Size and approximate location of sanitary sewer mains and appurtenances and storm sewer mains as per the City of Clearwater. Engineering Dept. (813/462 -6625) Mr. Mark Perrigoue. T 4. Size and approximate location of gas mains as per the City of Clearwater, Mr. Kelly O'Brien (813/462 - 6630). 5. Underground power facilities exist as shown as per Florida Power Corporation, Ms. Sue Ellen Pringle (813/443 -2661, ext. °4223). 6. Information regarding underground telephone facilities was not available at the time this survey was made, but is forthcoming froml. General Telephone Company, Clearwater office, Mr, Carl Sandaker v (813/443 -9308) at which time it will be added to the drawing and - revised copies issued. - 7. Utilities shown are approximate locations only - not to be used for construction and do not necessa,il}' iLr.dicate availability. 48 hours before digging, boring, pile- driving, planting, etc., call "CANDY" 1 -800 -282 -8881, "Underground "Utility Notification Center" so that underground utilities may be field spotted. 8. Site is not conducive to topographic contouring due to lack of relief. 9. Subject property is zone OL (Limited Office) per Mr. Leo Menendez,' Zoning Dept., City of Clearwater (813/462- 6840). -j MINIMUM SETBACKS: 25' from any Right -of -Way; 10' side, 15' rear. Surrounding property is also zoned OL (Limited Office). 10. This is to certify that I have consulted the Federal Insurance- Administration Flood Hazard Boundary,Map, Community'No. 125096,. Panel No. 0017B, effective date 6/1/83., and found that the above - described property is in Zone C. The 100 year flood plane closest to subject property is at Gulf to Bay and Allen's Creek. Elevation 58.4 feet as pet'Mark Perrigoue, City of Clearwater Engineering Dept. (813/462 - 6625) 11. Storm water flows to Allen's Creek to the West, then to Tampa Bay as per Mark Perrigoue, City of Clearwater Engineering Dept. (813/462- 6625). j 12. Subject property is serviced by the Clearwater Fire Dept. , (813/462- 6300). 13. This survey was prepared without benefit of a title report. Any k easements shown hereon are based on existing records of this office and verbal confirmation from the respective utility companies and /or municipalities. George F. Young, Inc. makes no " representations or guarantees pertaining to easements, Pf�1r,' Rights -of -Way, set_ back lines, reservations, agreements, and /or �j. other matters pertaining to survey which may also exist in•the � public records of this county. - Oul LDI,uG DEPT. CITY OF CLEARWATER THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CURRENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE OR GUARANTEE THE TITLE THERETO WITHIN ONE (1) YEAR FROM DATE HEREOF. CITY °OF ER I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM _ REQUIREMENTS OF CHAPTER 21HH -6, FLORIDA ADMINISTRATIVE CODE. NOI VALID ,UNLESS SIGNED AND EMBOSSED WITH SEAL. George F. Young, Inc. A Subsidiary ofCeorge le Young Florida, lit. ST. PETERSBURG @TAMPA ■ PORT RICHEY ■ BRADENTOr4 ■GAINT3SVILLE ARCHITECTURE SENGNEERNG aPIANNING *SUkVEYNG *TESTING 299 Ninth St. N. 29M N. FloridA Avenue 5551 -1 Iddgt Road 381 Sixth Avenue West '. .St. Petersburg, FL 33731 -0683 Tbmpa FL 33602 - Port Richey, FL 34668 Bradenton 813/8224317 a 813/223 17 /l D 81.31785-6716 8 L�741r237T DESIGNED ertirtidAst4 far Vey: SCALE f DRAWN M. DATE S J - CHECKED �. PROJECT NO. - F0aa.:suPVI yd e "t Re pf. Uo.39M r p �1 Zzi i (to.MasSup. kid 11) ^ °o M � I � o d ; 4 1 vi I 1 ^�.h• �`� ^1 L rubs Z ^� y� J•RS, - r { i� 1 l /�) ^1�r _ 1��,/ Ft Q. ,'� -- '`1^ 1199.99 ' 5� ^z hti 5 wal X4 .8' -- -- TraFfle Ltgkt Pale ��,� ^z. 2 "C.MP S ;r _ fWatk'L ^� �8 "Dater ,Gtalm(Alot Field Laca ed) Street Si9K z� ^ r� �f "y catek B sm Z��b �zo ^,�° ° ^,���� �a. �a`,'� Z Voile �,r - '1�k ^ ^ti6 ^Z0 ^1 ^Z� ^tip �% Aa A�e1 TrdfFic Ligkts 3r :7e.6r , 19`eQiJ4Ve Throat- R If rltu. At. - 70.10 1 . Paverxet<t IKV. S.= 69.69 -7I A°`' Cie v e t a n d Street ^'� ^�" -S - -� 10"SaK. Se wei, yalrc ^ 0 00' Q/W 1 4� ,4spkalt PavlhjI -- - L axitar �'ew�rMX. I(Qe Field Located) u.Rrirc- 9d 80 ITrKV. N.: 65.30 I : IAV. �' = 61Y.90 � 1 oat 71.85 tnv. ^Z. �� z ^�_ ^ '' °u - -- INTalleg Curb �'' ^�`'a E'19 "x SO" R. C. D. Not fit ld Trfic located) (lot Fitld Gocad) < Pate z o� ,oe . - - - - -- G ---- - - - - -- G - -- - -- G - -- - -- -- G - - -- - - - -- G ---- - - - - -- G - �"�''Steel 0a�slVfa�rc(lUot Field Laeated) 06 - PiL.P - ---- - - - - -- G ----- - - -P.P G ----- - - - - -G - - - - -- G ---- - - - - -- G - - - - - -- - -G - - - -- 0L 06 OE of - -- - -T OE - - -- -- - - OE , I I t I OWNER BARNETT BANK OF CLEARWATER, N. A. EAST CLEARWATER OFFICE GD 2150 CLEVELAND STREET z CLEARWATER, FLORIDA 34625 Z m PROJECT NAME SEC.--U-TWP.&A S.,RNO.-aE. NORTH j BARNETT BAND OF CLEARWATER, N. A SITE SURVEY SHEET REVISIONS C -1 ui v ry a ca 0 2150 c'leuebnd s�. &rOQ4 &wk rasl: CLEARWATER \ir o� a "' 90A i ft U8 Xf A/RPARK : i ; AL / AND wEAVEe�aH.lkbujS6IAL w COACI�MAtflr o Asf HILL Yr i Q z E's TATE��j►� ,+ R '- ME O T W P -� ^ee%t 1co GOLf tS y + , , W ve` it7OR - c �., PARK CREST / ; al( �° a -`z CARPEN7E� ru / MAR pNTi , CEM W c a FIELD �I IRPDRT DR • A ST:., SHARKEY RO r ` - M RI LY ! off f x OAhIOA1T , ° - 'GILBE _ T a S, (� ao,ACOantcr ORENAL p �' TERRACE CR > _ M7C-KINLEY , a �V - . HAi RDING ST T. a ST..� a a, a'� a! c�AKwOp( Sr. F TERSBUR �' 1 w '< t� Q W D JUN! COLLEGE Rte m cr j Q a (j a 13 RIVING -NAS �P JS ��Df3 = �' + WHITMANa' J w ST -ft HA Gf i w L ufiSHOPPWC�� `� w? ST v R zi l = R u CE TER SHELLEYz w YfSt > awl GUEF� O ■ - Ar `" _;� c4fARWATER Aug LAS GVLF,iq , I > o ` i / r 7-I st HIGH / {� GO[f s , �SCHOOL _ d 1 3 LOG. CC ` a i R D. R i< ,. 1 O W ROYDO ` Z AUDLeCW - Gt PL a r J 1-• .. 9 o f -_ c W o 'aYACh4ULLEN +00. o y z, w' W g : cr ° �PAR ; � M UJ r �n i Lu - 1� ,s►� F�L GL Y i Z5 l:Yitlti nT M cis ci RD rw Of, c at. 27's7ss "A/ Uc ccn i ty M (From #OPtk PlrtellaS County Map, t99�, by/GI�pG�artd, tic.iy Appeoximate hate'rn Mike 0 114, i. 1 /1ofi• A%0te s' , 10 All elevations refer to the National Geodetic Vertical Datum of 13.00') 1929. Mean Sea Level = 0.00 feet. - BENCH MARK: City of Clearwater Disc "DE -10 ", elevation 74.243 feet, at the Northeast corner of Belcher Road.and S.R. ;590 Grew Street). 2. Size and approximate location of water mains and appurtenances, as per the City of Clearwater Water Dept. (813/462 - 4848), and /or'f iLeld inspection. The approximate water pressure is 50 pounds, and the depth is a minimum oP 30 ir.ches, per Mr. Howard Huff of the !dater Dept. e 3. Size and approximate location of sanitary sewer mains and appurtenances and storm sewer mains as per the City of Clearwater. Engineering Dept. (813/462 -6625) Mr. Mark Perrigoue. T 4. Size and approximate location of gas mains as per the City of Clearwater, Mr. Kelly O'Brien (813/462 - 6630). 5. Underground power facilities exist as shown as per Florida Power Corporation, Ms. Sue Ellen Pringle (813/443 -2661, ext. °4223). 6. Information regarding underground telephone facilities was not available at the time this survey was made, but is forthcoming froml. General Telephone Company, Clearwater office, Mr, Carl Sandaker v (813/443 -9308) at which time it will be added to the drawing and - revised copies issued. - 7. Utilities shown are approximate locations only - not to be used for construction and do not necessa,il}' iLr.dicate availability. 48 hours before digging, boring, pile- driving, planting, etc., call "CANDY" 1 -800 -282 -8881, "Underground "Utility Notification Center" so that underground utilities may be field spotted. 8. Site is not conducive to topographic contouring due to lack of relief. 9. Subject property is zone OL (Limited Office) per Mr. Leo Menendez,' Zoning Dept., City of Clearwater (813/462- 6840). -j MINIMUM SETBACKS: 25' from any Right -of -Way; 10' side, 15' rear. Surrounding property is also zoned OL (Limited Office). 10. This is to certify that I have consulted the Federal Insurance- Administration Flood Hazard Boundary,Map, Community'No. 125096,. Panel No. 0017B, effective date 6/1/83., and found that the above - described property is in Zone C. The 100 year flood plane closest to subject property is at Gulf to Bay and Allen's Creek. Elevation 58.4 feet as pet'Mark Perrigoue, City of Clearwater Engineering Dept. (813/462 - 6625) 11. Storm water flows to Allen's Creek to the West, then to Tampa Bay as per Mark Perrigoue, City of Clearwater Engineering Dept. (813/462- 6625). j 12. Subject property is serviced by the Clearwater Fire Dept. , (813/462- 6300). 13. This survey was prepared without benefit of a title report. Any k easements shown hereon are based on existing records of this office and verbal confirmation from the respective utility companies and /or municipalities. George F. Young, Inc. makes no " representations or guarantees pertaining to easements, Pf�1r,' Rights -of -Way, set_ back lines, reservations, agreements, and /or �j. other matters pertaining to survey which may also exist in•the � public records of this county. - Oul LDI,uG DEPT. CITY OF CLEARWATER THIS SURVEY IS MADE FOR THE EXCLUSIVE USE OF THE CURRENT OWNERS OF THE PROPERTY AND ALSO THOSE WHO PURCHASE, MORTGAGE OR GUARANTEE THE TITLE THERETO WITHIN ONE (1) YEAR FROM DATE HEREOF. CITY °OF ER I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM _ REQUIREMENTS OF CHAPTER 21HH -6, FLORIDA ADMINISTRATIVE CODE. NOI VALID ,UNLESS SIGNED AND EMBOSSED WITH SEAL. George F. Young, Inc. A Subsidiary ofCeorge le Young Florida, lit. ST. PETERSBURG @TAMPA ■ PORT RICHEY ■ BRADENTOr4 ■GAINT3SVILLE ARCHITECTURE SENGNEERNG aPIANNING *SUkVEYNG *TESTING 299 Ninth St. N. 29M N. FloridA Avenue 5551 -1 Iddgt Road 381 Sixth Avenue West '. .St. Petersburg, FL 33731 -0683 Tbmpa FL 33602 - Port Richey, FL 34668 Bradenton 813/8224317 a 813/223 17 /l D 81.31785-6716 8 L�741r237T DESIGNED ertirtidAst4 far Vey: SCALE f DRAWN M. DATE S J - CHECKED �. PROJECT NO. - F0aa.:suPVI yd e "t Re pf. Uo.39M r •s - D n s C 0 3 CONCRETE 5 J S /oEWALH NANO /CA P RAMP 5 TYP. MEET � HATCH EX 15T. CU,-36 C/RADE5 % c nA rE /NLET TYPE 'j GRATE EL .73.43 /NV EL. 70.45 �� b h SEE ARCH. PLANS FOR CO/VC. SLAB 0E7A /1-5 ¢.85 74.3 i 74.03 4.3 �po 2� 21'� 220.47 i4F.5z �3� E;k 9 " TREE I E.Y. 101 rAEE � . W O R,!FMA /N TO REMA /N G VERTICALrJ -- - - -_ - CURa 5 X x K �3ic EX 15T. WATER 5ERV /CE r 3 7 TO /IEMA /N. 3.g H 17,ERE0 END 5 EGT /ON 401- F / 5 "RC �.�3h „ '` z x FOOT N0. Z'>Z �O. 50 /o I : • G PVC ii F0/9A /N I /NV 70. Z 5 5C H 406o? I N "IN. 85 C.D. /N V. Y3. C %`S I 3 ¢.Z5 Zo EX 15T. SAN. 5EWE19 E TO RE"A /N. 5 D ' P RENO VE EX /5T. /NL E T, b P /PE � END WA L L 5 EE ARCH. PLAN 7 �► FOA 800FDfM � N � I G CONC. M /TEREO END SEC T. 8 { HATCH PERT. M /TEREO END 5ECT /ON�� /NV EL. 1z.0 5 HOR /z. �x x'`� /N� EL . O GO lV I OWW MU _ g 3 CONCRETE I I EX 15 T. ,' F, EL. `14.95 5 s /DEWA�fs EL.. 74-.5 5 co PVC e-00 F ORA /N +�� ► z O L 5C H40 % "IN. MEET AIATCf/ EX /57.. CURB L 4 � �y ;' „ � � � 5 � 7¢8� �� !jRA D�S • � tf o . • O 7 GRATE /NL E T TYPE "C" rj C1f3ATE EL. /N V. El_ 70. 5 3 H/TEREO END SECT /ON FOOT N0. Z 7Z /NV. E4.70. 50 r4--'\\ HAND /CAP , 5 / IqA MP WHEEL STOP 5 3 `0 . . N CRATE /NL E T TYPE "C' NV7.r O. /. % GRATE HL. %3.0 GOLF /5 RC 10.0 L .� , I 0 5.p e 73. N ' 73•Z5 O EX. /5 CFfP 3 3o y 3. 5 y �31A 3' 3. 3 0 2 ,�DUMP,STER PAD ,., y3 O � -o 0.50/ 9ZLF /zx /BERCPg0.50% 83 /y 73. 5 3� 3, 90 8 7g, / g . Z.O 7313 / 13.Z5 3 A y3.7o 30 51_F /5,i O. /z% -- - - - - - - - - -- - -- -- - - - - - Co "VV -- - - -- -tu �jGC'�101I 1'I , Ifth Nle Z j W. I Intic2G 115 romp f GENERAL . NOTES'ry' 1. All construction within public right, -of -way requires work permits from, local governing agencie3. 2. All disturbed areas within public right- of- way.to be restored to original state or better. 3. Clearing, grubbing, and tree removal permits to be obtained by Contractor. 4. All utility locations are approximate. Contractor to verify all locations before beginning work. Utility representative and the Engineer shall be notified of any discrepancies. 5. Forty -eight (48) hours before digging, boring, pile driving, planting, etc., contractor is to notify all utilities including the local gas company(s) in accordance with F.S. 553.851 and shall call "CANDY" 1 -800- 282 -8881, "UNDERGROUND UTILITY NOTIFICATION CENTER ", so that underground utilities may be field spotted. 6. Size and approximate location of storm sewer lines and appurtenances as per George F. Young, Inc. survey. 7. Contractor to coordinate with other utilities and site work. 8. Contractor to make field adjustments as necessary with approval of Ownen -and Engineer. 9. Contractor to maintain construction record drawings (as- built) of storm, sanitary, and water pipes including stationing and offsets to all service laterals. 10. The contractor shall provide all bracing, sheeting or shoring necessary to construct and protect the excavation against collapsing. Trenches shall be kept dry while pipe is being laid. Dewatering shall be provided where necessary. 11. Pipe will be on dry, undisturbed soil. Wet unsuitable material,will be replaced with compacted select backfill material as approved by the. Soils Engineer. 12. Backfill material will be solidly tamped around the pipes in 6" layers up to a level of at least one foot-above the top of the pipe. In areas to be paved, backfill will be compacted to a minimum of 98% of ` 1 the maximum density as determined in the field by the methods 7 prescribed in AASHTO T--180 in 12" layers to the proposed pavement. 13. Soil beneath manholes to be compacted to at least 98% of the maximum density as determined in the field by the methods prescribed in AASHTO Test T -180. 14. Concrete, paving and trench drains shall have a compressive strength of at least 4,000 p.s.i. in compression, and 700 p.s.i. flexure in 28 days. All other concrete structures shall.have a minimum compressive strength of 3,000 p.s.i. 15. All site work performed shall be in accordance with the project`' specifications and the specifications of the appropriate regulating agencies. 16. Materials for inlets, manholes and junction boxes shall meet the requirements of Section 425-2 and .425-3 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition. 17. Material for pipe culverts and storm sewers shall meet the requirements of Section 425 -2 and 425 -3 of the Florida Department of Transportation Standard Specifications for Road and Bridge } Construction, latest edition. 18. Material for headwalls, endwalls and concrete structures shall meet the requirements of Section 425 -2 and 425 -3 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition. 19. The Contractor shall be total responsible for any and all field layout" as may be required for complete construction. 20. During construction of this project, all safety-regulations are to be enforced. The Contractor or his representative shall be responsible for the control and safety of the traveling public and the safety of his men. ALTERATIONS & ADDITIONS TO E. CLEARWATER OFFICE 1150 CLEVELAND STREET CLEARWATER, FLORIDA 34615 FOR JUL 1 J '° BARNETT BANK BUILDING DEPT. OF CITY OF CLEARWATER PINELLAS COUNTY, N.A. D�OQaD BARNETT BANK OF CLW. °W"W, "° C- 3.7 LJ F74. co M p i I B U A A p ��' ^�i p�G � �1 �. 1�. � � fj� ^�j ^15. A ��. O EX . 7 /0-4/< TO REMiI/I/ MITERED END 5ECT/OA/ ZO I Ex /z 'oAK FOOT NO. ZYZ /NV. HL.. 70.50 73. "to I o TO REMA /N O EX• /O" .�K r O HA ND /CA P RA MP 5 10EWAI -11 TYP. rj I MEET IVATCH EX /5T. CURS C/RA0E I C, L, Yi LA h (100, Q /W) -- - - - - - - - - -- - -- -- - - - - - Co "VV -- - - -- -tu �jGC'�101I 1'I , Ifth Nle Z j W. I Intic2G 115 romp f GENERAL . NOTES'ry' 1. All construction within public right, -of -way requires work permits from, local governing agencie3. 2. All disturbed areas within public right- of- way.to be restored to original state or better. 3. Clearing, grubbing, and tree removal permits to be obtained by Contractor. 4. All utility locations are approximate. Contractor to verify all locations before beginning work. Utility representative and the Engineer shall be notified of any discrepancies. 5. Forty -eight (48) hours before digging, boring, pile driving, planting, etc., contractor is to notify all utilities including the local gas company(s) in accordance with F.S. 553.851 and shall call "CANDY" 1 -800- 282 -8881, "UNDERGROUND UTILITY NOTIFICATION CENTER ", so that underground utilities may be field spotted. 6. Size and approximate location of storm sewer lines and appurtenances as per George F. Young, Inc. survey. 7. Contractor to coordinate with other utilities and site work. 8. Contractor to make field adjustments as necessary with approval of Ownen -and Engineer. 9. Contractor to maintain construction record drawings (as- built) of storm, sanitary, and water pipes including stationing and offsets to all service laterals. 10. The contractor shall provide all bracing, sheeting or shoring necessary to construct and protect the excavation against collapsing. Trenches shall be kept dry while pipe is being laid. Dewatering shall be provided where necessary. 11. Pipe will be on dry, undisturbed soil. Wet unsuitable material,will be replaced with compacted select backfill material as approved by the. Soils Engineer. 12. Backfill material will be solidly tamped around the pipes in 6" layers up to a level of at least one foot-above the top of the pipe. In areas to be paved, backfill will be compacted to a minimum of 98% of ` 1 the maximum density as determined in the field by the methods 7 prescribed in AASHTO T--180 in 12" layers to the proposed pavement. 13. Soil beneath manholes to be compacted to at least 98% of the maximum density as determined in the field by the methods prescribed in AASHTO Test T -180. 14. Concrete, paving and trench drains shall have a compressive strength of at least 4,000 p.s.i. in compression, and 700 p.s.i. flexure in 28 days. All other concrete structures shall.have a minimum compressive strength of 3,000 p.s.i. 15. All site work performed shall be in accordance with the project`' specifications and the specifications of the appropriate regulating agencies. 16. Materials for inlets, manholes and junction boxes shall meet the requirements of Section 425-2 and .425-3 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition. 17. Material for pipe culverts and storm sewers shall meet the requirements of Section 425 -2 and 425 -3 of the Florida Department of Transportation Standard Specifications for Road and Bridge } Construction, latest edition. 18. Material for headwalls, endwalls and concrete structures shall meet the requirements of Section 425 -2 and 425 -3 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition. 19. The Contractor shall be total responsible for any and all field layout" as may be required for complete construction. 20. During construction of this project, all safety-regulations are to be enforced. The Contractor or his representative shall be responsible for the control and safety of the traveling public and the safety of his men. ALTERATIONS & ADDITIONS TO E. CLEARWATER OFFICE 1150 CLEVELAND STREET CLEARWATER, FLORIDA 34615 FOR JUL 1 J '° BARNETT BANK BUILDING DEPT. OF CITY OF CLEARWATER PINELLAS COUNTY, N.A. D�OQaD BARNETT BANK OF CLW. °W"W, "° C- 00 n �D ch n S 0 0 Z_ L J Sal 0 �v z a 1m 'An' J 0 LANDSCAPE KEY Y 6zv 0 I AL N Qumrs, CO N NAME QUANITY 7 SIZE REMARKS W. x ,+' 5ep. '50e -il . U P UI,MUS #2i,1 A>z r. f M �Ma�rtzG�r -ip NuM h�1Nls C�IWI; M Qu 'f .�-1 `� q 1'p tP �tE� _ I Mirk. ?,`0A N'( x �-' 15fv. ; 7, MrN• (o' -�' f1Q.NT.x �' . - z hb fTrO. A. K. AS, I G� 1? +15f�. GYCAS vot,c> tp, �ir�r 1 7 G-I�J- i� fl:2 MIN �� Off, • NT 1�1x,t -STt ' I't, t°b�N� NAM. 3' Pf x �Ti/ 1:10 tit �i' � M �C�TuM' P�i�{UM G�� ' C'iv�' ions fri�a, 'QN�" -fie fT 1rlwac V�G- � f�i rf��UM i('vc�r✓ ��NC�� Its- N1���itt�{ 15 Z�rl 6 � �6 ry�G � . �G�L . �E�L . �iGAL M►N • ' NT w ��" p.G • Mcr� . I�" x lt3n � �6 ` p• G • MI . I p ' x (�" ; �G" D.fi. MIN. 16" . 1,� C� �� r�INtt =S �iN�`�S �1�N� -UNSII t i I�► I V� � � (�aN'�t ��`,�5 �uNlt�tz GlbJ�f'f U 1 Iii ��I , I GAL . 1 cL. M(N • ��-" � Z�" O�G . IN. IZ" Ste. (ILA-) • t 1 � 1•-1N -v 11'1 Ci (J:P�L� �� N I�G-Y ti t`fD1�9 L� PC �M fC IM61< 4 5r��1, ftV (t2f N 6, ICOo I -C e C., ��/� A'vy ��e �' do _ i2 1w) •�t,�r�trt� ->'= -� tart -r � (44' PAV I n ci) Irf Nqa�-w -IRRIGATION SHOP DRAWI&R4^370 15E 5UBMI-TTEDTO LANSCAPE ARCHITECT FOR APPROVAL, PRIOR TO IN57ALLATION. ALTERATIONS & ADDITIONS • 5EE ADDITIONAL NOTES ON 5H-r. L -z AND 5PECIFICATION ROOMS TO E. CLEARWATER OFFICE 1150 CLEVELAND STREET I vi I n �' k al CLEARWATER, FLORIDA 34615 II FOR ` JUL t 9 BARNETT BANK • E3UILDIN(3 DEPT. CITY OF CLEARWATER OF PINELLAS COUNTY, N.A. t IGeorge E Young, Inc. ,t ti'uh.ciJrur,yo /(;enryeF' )bunyulFlorida. lrtc. SI I't=Il•R.SB( RC■IAN P4•PORFRICHEY•BR1I*Yf0\■C J \FSNItIF �R( MIT( "llRE■E\CI \1:1RI\C ■PIA \ \I \C ■SLRMI\C ll_tiIl\G _'9�M \ F'InnJa 1..cnu. D h5.'il I kiJK. K�uJ ❑ {al >pth 1vcn K.y �t I'ccr.hu.p. I1, lGtl gf.7li ?amps. Fl L;fV'2 I'un Ht�lx} E7 lhtif;r Kratkm� Fl..{12U5 �IPt'':21.;17 tnl;f'2231,47 n13 74.5 6716 n11T45- 2177 APPROVED LrESCNW _ _ SCALE: Itt =2Q, DATE : 9 P1I/ e7e) L--J L--J CHECKED PROJECT NO: n'I�'Y rOV'00 KBJ ARCHITECTS INC. 510 JULIA STREET JACKSONVIIIE • FLORIDA-32202 I-ANDL$04AP.E. PON,: DRA ,rrG BARN '.TT SANK`j0F CL . N4. - T N c*, v c� z_ z rb Agriform Planting -.Tablets Recommended application rates. GENERAL NOTES 1. A11 plant material to be Florida #1 or better installed to the highest r'.N.G.A. standards. 2. All planting areas shall receive a 3" thick covering of 1007.1 Grade "A" shredded Cypress Mulch which is to be watered -in after installation. 3. All planting areas are to receive a backfill mixture consisting of 507 processed peat plus 50% clean topsoil. 4. 1007 irrigation system to be installed according to specifications. 5. All dimensions to he field checked by the landscape contractor prior to construction with any discrepancies reported immediately to the Architect. 6. Stake -out is to he approved by the Landscape Architect. 7. All planting shall be set and approved by the Landscape Architect prior to its installation. 8. All questions concerning; this plan or specifications should be directed to the Landscape Architect. 9. Plant materials are to be bid as specified unless unavailable at which time the Landscape Architect will be notified by phone and in writing of the intended changes. 10. The material. schedule is presented for the convenience of the contractor. Tn the event of a discrepancy between the plan and the plant list, the plan shall prevail. 11. The contractor will provide a soil sample analysis to determine appropriate soil amendments (i.e. fertilizer, lime, etc.). Tile contractor will provide copies of the test results to the Owner and Landscape Architect. ? 12. All plants to be fertifilized with Agriform 20 -10 -05 tablets as per instructions in conjunction with gill. 13. At the time of installation, the contractor, at his own respon- sibility, may elect not to stake, brace, or guy trees. Trees damaged as a result of riot being supported will be replaced by the contractor at no cost to the Owner. The Landscape Architect reserves the right to require any or all trees to be staked upon site inspection. 14. `fire Landscape Contractor will guarantee, in writing, all work for J period of one (1) year after completion. 15. The General Contractor shall ensure that all planting islands or areas slral.l be clean of all trash, debris or other non - indigenous materials prior to any landscape installation. 16. `ht-, Landscape Contractor shall notify the Owner and tl;e Landscape Architect of any discrepancies in site conditions or non- conformance of specifications. 1.7. All- existing oaks and trees to remain shall be barricaded. (See Detail). OWNER BARNETT BANK OF PINELLAS COUNTY EAST CLEARWATER OFFICE 1150 CLEVELAND STREET CLEARWATER, FLORIDA 34615 9 0 �G�EPoREO so► t_ E:.x ts-' I tj G-1 SO I L_ El a o 0 o a o Lj K3 OTC S E>~ L Aa, It��cAQ� l�1✓ / FOR SPAGI 0G of ►NO►�/IDL1L�1- t-�l�T��Il�.l_S. G c01/ R DE.TAIL I tiJoTCH P70cA WIRE G' MIKI. e' JCF_R j, r LL1 ,' . � - h / Y -, 3`I SP�GFIt� t-- 11.JLGH 9" MIl.1. SALICEF� -. A&HOVE OURLAP FII V3 Of: 6ALL IF 1J I►J 1�101.l- oac- ,o,,.L� 90° Za e� 2,a F�tr�6 5'pGKE 5 5TAKt7.: OETA L_ bHF�u� 6HA1.L P�EI>R bAME RELA"(10tJ `IO FI1�115L -1t yRlS> -� .as IT �� -Te t�.vla_35 e�la -n uca ca any EST IFr.- 6peC1 F 11 D -Tolp , k t_ HIyC�T11RE WA�1ED DU RI I�1CaM PPL_4 .4-Txjc-A ` DETAIL •� r SEC.- TWP- S.,,RNG._E. NORTH 21 -Gram Tablet OF i0-Gram 5-Gram �. Br AG tat Rl1P_etiA i iC6E Tf�EE WRAPPINC•s FAe Tq=Xle-D Established 1 -gal. 3 -gat. 5--gal, 7-9al. Plantings Welt- Small Ground - Can Can Can Can or Plants in Rooted cover Plants Plants Plants Plants Plants Large Tubs Liners or Perennials V ER`T ICAb,! _ (� or Boxes CgALv. o VG'' `rl.>:M 1 �tJCKL_ E i 1 Tablet for SPF�I FI c O MIXi' its WA54 a�� I tl TOP Y6 COF 2441__L - TA..MF ED cuLS t►.1Ca .3" SPECIFIED MULCH P1�1TrP►,a E�CTEND BEyOI.►D F'� M. each �4 inch �\'- ` M�A11✓EF� 1A . 1 1 to 2 2 to 3 3 to 5 of tree trunk i to 2 1 Tablet Tablet Tablets lablats Tablets diameter or Tablets co" "1 each foot of height or spread. GENERAL NOTES 1. A11 plant material to be Florida #1 or better installed to the highest r'.N.G.A. standards. 2. All planting areas shall receive a 3" thick covering of 1007.1 Grade "A" shredded Cypress Mulch which is to be watered -in after installation. 3. All planting areas are to receive a backfill mixture consisting of 507 processed peat plus 50% clean topsoil. 4. 1007 irrigation system to be installed according to specifications. 5. All dimensions to he field checked by the landscape contractor prior to construction with any discrepancies reported immediately to the Architect. 6. Stake -out is to he approved by the Landscape Architect. 7. All planting shall be set and approved by the Landscape Architect prior to its installation. 8. All questions concerning; this plan or specifications should be directed to the Landscape Architect. 9. Plant materials are to be bid as specified unless unavailable at which time the Landscape Architect will be notified by phone and in writing of the intended changes. 10. The material. schedule is presented for the convenience of the contractor. Tn the event of a discrepancy between the plan and the plant list, the plan shall prevail. 11. The contractor will provide a soil sample analysis to determine appropriate soil amendments (i.e. fertilizer, lime, etc.). Tile contractor will provide copies of the test results to the Owner and Landscape Architect. ? 12. All plants to be fertifilized with Agriform 20 -10 -05 tablets as per instructions in conjunction with gill. 13. At the time of installation, the contractor, at his own respon- sibility, may elect not to stake, brace, or guy trees. Trees damaged as a result of riot being supported will be replaced by the contractor at no cost to the Owner. The Landscape Architect reserves the right to require any or all trees to be staked upon site inspection. 14. `fire Landscape Contractor will guarantee, in writing, all work for J period of one (1) year after completion. 15. The General Contractor shall ensure that all planting islands or areas slral.l be clean of all trash, debris or other non - indigenous materials prior to any landscape installation. 16. `ht-, Landscape Contractor shall notify the Owner and tl;e Landscape Architect of any discrepancies in site conditions or non- conformance of specifications. 1.7. All- existing oaks and trees to remain shall be barricaded. (See Detail). OWNER BARNETT BANK OF PINELLAS COUNTY EAST CLEARWATER OFFICE 1150 CLEVELAND STREET CLEARWATER, FLORIDA 34615 9 0 �G�EPoREO so► t_ E:.x ts-' I tj G-1 SO I L_ El a o 0 o a o Lj K3 OTC S E>~ L Aa, It��cAQ� l�1✓ / FOR SPAGI 0G of ►NO►�/IDL1L�1- t-�l�T��Il�.l_S. G c01/ R DE.TAIL I tiJoTCH P70cA WIRE G' MIKI. e' JCF_R j, r LL1 ,' . � - h / Y -, 3`I SP�GFIt� t-- 11.JLGH 9" MIl.1. SALICEF� -. A&HOVE OURLAP FII V3 Of: 6ALL IF 1J I►J 1�101.l- oac- ,o,,.L� 90° Za e� 2,a F�tr�6 5'pGKE 5 5TAKt7.: OETA L_ bHF�u� 6HA1.L P�EI>R bAME RELA"(10tJ `IO FI1�115L -1t yRlS> -� .as IT �� -Te t�.vla_35 e�la -n uca ca any EST IFr.- 6peC1 F 11 D -Tolp , k t_ HIyC�T11RE WA�1ED DU RI I�1CaM PPL_4 .4-Txjc-A ` DETAIL •� r LESS THAN 3 INC" CALIPER PROJECT NAME SEC.- TWP- S.,,RNG._E. NORTH BARNETmr BANK OF CLEARWATER �. Br AG tat Rl1P_etiA i iC6E Tf�EE WRAPPINC•s FAe Tq=Xle-D Dol.1i�E STRPJ•11� &i- A coed D OEfT -roM w �r E r i �V AWIlZE•D WIRE `IM/1831� -D. 0 C�RIVE 5� ?PJ(E5 A`f FLAC-q 5.5. tI Pj�;C­4 LE AVID CR NW V ER`T ICAb,! _ (� CgALv. o VG'' `rl.>:M 1 �tJCKL_ E i REMOVE I &IRLAP PRO" SPF�I FI c O MIXi' its WA54 a�� I tl TOP Y6 COF 2441__L - TA..MF ED cuLS t►.1Ca .3" SPECIFIED MULCH P1�1TrP►,a E�CTEND BEyOI.►D F'� M. 54UCEG� (o" �\'- ` M�A11✓EF� 1A . LESS THAN 3 INC" CALIPER PROJECT NAME SEC.- TWP- S.,,RNG._E. NORTH BARNETmr BANK OF CLEARWATER LANDSCAPE DETAILS N.T.S. 20 Zx2 X D. 1 F-:-LE IOKA- 3U-T 0'1F_- DF J-P�fc .t"bwty C En'�qa 1F r�vtilt'� I►.�I�) PL_ oKI 01,1-T L.h►. l6 oG - �¢,1 =r- Gt7�t�wt� 1 rct�fq� OF >pG�tPtll.l�� i,-- 114.1. 1 "�c. 2" t�rs•.at�rj . 1 I kl . 2"X 2, I.10­Tr_-. �b I. 1.10 Nrdv,/ �wvt �a �� r_�1J�t� I►.161�� �1�PlRIE�, NOD 1.A� ot�l�� 'L. 1`!Io0 � ot= c�41�TvtitGj,or. L t- {L�1�DU� cP, �Arl Po�_+'(S 1�Lr�w�� ItiJ. �iC CD �. �SP�.1TrTL1- ,01.E �o lam_ Mut`11Gt�>✓ S`cl�>r��.�� upV�Ira 1 jiYEL5 l A'-5' 11.11 t�`/CL- O t.10 L G�6 '�� 1 2 „�C 2" LU t��EA P�I?CiI\.11l.1C�. 12" tl C7vV " i� -(cQ. C�u�AC� 6.5. il' G�EIti1FoPC�C� �IP>�D1.1 09) r-_-QtlL1 - . T 111 CADIE DETAIL r4 I.:O VI_f-t 5TKAl.IC) Ho. Z CiIII TWISTED WAe ((3 GUy WIRE -5 `rRr=r- PER AT rzo° ikq'I=Rva.L.S ) Tf�EE WRAPPINC•s FAe Tq=Xle-D &i- A coed D OEfT -roM w 1 0 0 FLAC-q 5.5. tI r--- REr 1ov� tURt_nP F-ppr -t -roP (� E1t.TEl.lD �`�1D �f� _ALICER J 0 3" SPECIFIEt] MULCH �bj2'1'f0O stow CxOC6 co" "1 QIII W�1N��r 1s1i �������������i1i 'e1•����e -' .per ♦.� 4.1 *9��i�.,��� TREE PLA14TING DETAIL. 3 INCH CALIPER OR • L -2 Vy� 1 ,ey L ' tytt�teyiy •SEt i4t*r,�. a ye�.ti:''.'• •E�yv,�V•�1,��SS''ti;.�. '' 'YS4' •e�` qls.`•' a �Oi? 6.t.•i•:•: ' �' L . - ",- M JUL 1 9 1° BUILDING DEPT. CITY OF CLEARWATER 0"Al"J"AL PALM PL. FROPIDS 7o REI,-i.&t1.J. `PEa Phu ED `Q R>`M pJ tJ "jlFl� WI BR.I�Rt M itS K WIPRE LYR!_APPIKIcq Z "X 4' Pt': PINE SUPRCe'T DO KX�fT 2 "x 4" �. 0b" P. Pi i�1 E 13RL�Gi✓ FAILED -I-o �tsPFbRT �t14.IL_ I t -To 7'RU�iL� z "x41 z'd' P.d' PINE. sTnKrc RW'4F-',W ­ F -,.•*' 1=X1 �-t°It..t.c� �, � - SP�tr1ED �P�IL MI`�]UR.E WAf, _ TED I" 41307 ` AMF- =o DL1FZ11.1G -1 PiAl�l`(11JC� . r Illy ANT' G DETAIL George F. Young, Inc. ARCHITECTS * ENGINEERS • PLANNERS • SURVEYORS ! St. Petersburg, Fl 33701 •299 91h Street North •Telephone J$131822-4317 O Palm Harbor, FL 33563 91301 US. 19 North •Telephone 1813) 785 -6716 0 Bradenton. FL 33507 •6108 261h Street West •Telephone 18131 753.5629 f • N • APPROVED SCALE DATE I k 1. j. v i co n �D . M f` O 0 0 v Z Z m �pp �9 1]1 Q _L Q 4w J It s' U G L, ?wV 1911 L A h 0 - (I 00 121w) (44' �Avlrlci) Ifth IP Zaj W. 1115 OAy( • ALI, landwpitox ninet be Pmperty 10813114 per approved ptaa prior to C 0 Iarpee%lQGt Rei mpeetion tee# are mandatory. • • AriY ��A�iCES 1N SQ1:CI�S. SPECIFIC � ?�4���0 'XIWIP(ou'r•,uh.t,UASKrrUlc 7111 Op �t0W&*0 ftti't'AL %%,NA( VOID. RENDERS FW44 OPit LANDSCAPE PLAN APPR VE AS IVOTEti gate of* i✓ s;••...• a.�.a�..a ��"� Q ?RE MODAL PSa Y qjfjOUGH Public Works epA Mtn Environmental "a 0 ILANDSCAPIER 9Y E30TANICAL NA C COMMON NAME U UANITY S SIZE R REMARKS av u uv1�1 64- 7 7 1 1 rf' H HAM. ell, 10, 0-Al. 4T. x 4' 5. �•GaI.. - •MoD ft.- Nip oe P • IRMC4ATION SHOP DZA IMC45 TO i5F— 5U8 HIT Td LAW5CAPF- ARCHITECT FOR APPR A4, PRIOR TO IN57ALLATIOM. ALTERATIONS & ADDITIONS • -SEE A001- r10IVAL IVOT S om 5H-r. L -z AMD SPECIFICATION BOOR 1.O �(c titlO��iGI i 1b�1�(�i �t�Gl�i/Gj E. CLEARWATER OFFICE ' ,1150 CLEVELAND STREET ��..� CLEARW TER, FLORIDA 34615 (o� FOR -7 BARNETT BANK OF fwd: el z/> j ci rL14t'44n,"'Irl PINELLAS COUNTY, N.A. Wow: I/ t 1W W&O Ce fte I Young, Inc'., 1 vy .r r�zr�f>lL`�Y,ry� ��'uunyvlFlwrd�t In. si �'FRRAIVNIONNGvNF:SUIF 9V \u�lh \I 1 \ `r F i i • �!!p I HiJy, "�u� trl �� !I i w'r1u \ \\ \, ' ' �4 %j! �[{� h1nY Fl lttiti+• ltr�,k it FLY:u1 - ,g�g8' ■ ILK ., I,,.�.I , -a,h 1b a ,,. 7 APPROVED bESIGN£D _ •_Q4Cru�ri 5r�� � . — -- } CrECKEIr� 'At KBJ ARCHITECTS INC. t ' 510 JULIA STREET qty® JACKSONVILLE • FLORIDA•32202 . BARNET` R�,NK E F CLW?: DRaWIiGNQ�r 0?-/— -,car �c 82- ► T rn N M v v z Z m a 1 Planting necornmended application rates. GENERAL NOTES 1. AIA plant material. to be Florida #1 or better installed to the Highest I'.N,G.A. standards. 2. All planting areas shall receive a 3" thick covering of 1001 Grade "A" shredded Cypress Mulch which is to be watered -in after iIlstal lilt ion. 3. All. planting areas are to receive a backfill mixture consisting of 507 processed peat plus 50% clean topsoil. 4. 100% irrigation system to be installed according to specifications. 5. All dimensions to be field checked by the landscape contractor prior to construction with any discrepancies reported immediately to the Architect. 6. Stake -out is to be approved by the Landscape Architect. 7. All planting shall be set and approved by the Landscape Architect prior to its installation. 8. All questions concerning this plan or specifications should be directed to the Landscape Architect. 9. Plant materials are to be bid as specified unless unavailable at which time the I..andscape Architect will be notified by phone and in writing of the intended changes. 10. The material schedule is presented for the convenience of the contractor. In the event of a discrepancy between the plan and the plant list, the plan shall prevail. 11. The contractor will provide a soil sample analysis to determine appropriate soil amendments (i.e. fertilizer, lime, etc.). The contractor will provide copies of the test results to the Owner and Landscape Architect. 12. All plants to be fertifilized with Agriform 20 -10 -05 tablets as per instructions in conjunction with 1111. 13. At the time of installation, the contractor, at his own respon- sibility, may elect not to stake, brace, or guy trees. Trees damaged as a result of not being supported will be replaced by the contractor at no cost to tile- Onwer. The Landscape Architect reserves the right to require any or all trees to be staked upon site inspection. 1/1. 1'He Landscape Contractor will guarantee, in writing, all work for a period of one (1) year after completion. 15. rlie General Contractor shall ensure that all planting islands or areas sllal.l be clean of all trash, debris or other non - indigenous materials prior to any landscape installation. 16. The Landscape Contractor shall notify the OZn1er and the Landscape Architect or any discrepancies in site conditions or non- conformance of specificatiots. 17. A1.1 existing oaks and trees to remain shall be barricaded. (Sire i)etai1). OWNER BARNETT BANK OF PIINELLAS COUNTY EAST CLEARWATER OFFICE 1150 CLEVELAND STREET CLEARWATER, FLORIDA 34615 X11 r /ir i- I t" 1 G rti M I It /" Pi�Ep•�EU � 1 L_ - "ts -FIt lC:j So1L_ O n o 0 0 U 0 U 0 0 0 tom! OTC � S �� Ll�.7`Jt�.�GAP� l�c>✓ / FOR SP�.Ii.1Ca G U G0V R �ETAI I 1 1.` i -1TO-1 VCY0, WIRE 6' "1". e,,%Uc F_ R PROJECT NAME , 3t1 SPEGI�I� MUt.LN Ae"OVE OURLAQ F$10" 1/3 OF b&LL IF CAPNOW>,1 IQ l.10Q - t�er -tG1E� GO K ga�F�' coHr�T�ty. 5PE _IP10D `TGr'6O+L- H0CT WA-15+AE:ca IN � TAMPED DU wX�k Pu%j ATl�l�a -- �T RaCD SNR LANTING ®ET,AIL N.T.S. t--- a a � � 5L.A0K R -, F JC6E �\ CMULE STR 44D t�fo.12 cC�P1YaE r CaAL�Att�lIZF.D WiR>v "[W 15T tD. li URIV>v STAL(E5 AY LE �41D CRAW VE. IC,A�d_ I�,..Ca �z °X�e'o�cPt.. Plums REh -1C7� BURLAP 1= ROM ��i Fl f✓O MI1l (' JG�E TOP a 1 OF E�1_L WASk ��O i t.1 Y �TAr -it✓ED r�u�1►.ICa 3'I 5Pe(r_IR E:t0 MULCH 1=Gmmc>1F'SEy0KID SGt�GEGi to" t1. 1 ..31.�ek 1a, :1 1 ate i1 • .� SPI= GIFIE:D TG�P°�DiL. r � WAS< -•iED ill � TdNP�p cam, ticI PL.0 P K. el i L LESS THAN 3 INCH CALIPER N.T.S. SEC. _TWP_8;.oRN0._E.j NORTH 111�� 119rill!1I 111111q 1111�11q 11 i % fs BARNETT BANK OF CLEARWATER LANDSCAPE DETAILS r k 20 Zx 2 STGJ' F M►�. 1 "K z" P�_��3.iV F-=-L K U1uuF_-E PLr o� " I kl . 1 "X. 2" PS-rs -.. vV� " Iki..2 "K 2. O �j i.1Cri'�GJ I. t,J,o Nr�v�l .eatilv►- ��.rrr Q.L�.cN.��n I►.ss�c� c�a�IR>>�,, �.han LAP�oo`� ot��� L. 1�X� :��(Or�LUa� GF ���1;= 5(G�1G- (IOM k�- iL1�rcW�.L_ CPS �l.r C-��0..�►��.� bl_lA�/>�CJ �, �S�±T11 "rl.!- IGl�1 (WI- 1s =.L'!G !1LEP�A.�IJr �O I..CX_l�t F1L�1._11GIPl�L S-tL�.�l�� UPf�11ra>; -cj ��EL -� A( �'-5' IF.11�LZ`JL`L O t�.10 L]✓-:6 'jl- al` -1�1 2 "jC2" LIJM�r"c0� LT TCd1.1D 12" � Tcv. cn�uL\ ��. r.t' t�EltilFoPC�� G�le� E A RIGA E TAIL � 3/4" GZ1= .tNFORGE =o DOU6t.J STG�,Nt� �b.12 G�.�E - Twi5mD W Ae b Carl/ W RE5 PER _TRF F AT I ° 1► rll vacs) - T�E W9�APPiNG FAS'TERIED � kleAA -Top D eoTTor -i 1 0 0 � 3 F ACa ��.AJ lV EPA !a1,J�.Gi D 5.5 :11 f _ REMavE 1?xJRLh,9 P;gc�i -Top � K PT F_iui✓ / �V_AOL-D WIRE= ekjQ`/,fO OW4 C�RAt i (o t �E1.1 SAUCEFZ -i 14 ff�- W M Wes« v AIL 3 INCti CALIPER OR A 0 R E , N.T.S. SHEET REVISIONS TREE PLANTING. DE-f r ;.�° No ki II �' i� iI .101 tu It i 5,���•jb•'�s�•.�.elb.i w�,;.ey�.s'L� °• }:S�::L: SP�Gt✓1Ep '"(t0i1�1L MI t� W�i-1f =D 11.1 - Al�ll� T�1F�p DUR11.1fa Pl.�I�1 -T1 tJ Ca ANTI G DOETAIL George" c Inc. ARCHITECTS • ENGIN • KEN SURVEYORS L11 -� St. Pelersof, fl 33701 •Z9 t 1•t�gr �FDleQhore 3 �2 71311 0 O Palm Ha•5or, Fl 33563 •13x1 f !k "1,{�`•,Tgle h>ii� A 1856716 Bradenton Fl 33507 •610'B - eel yle le boo 629 DESIGNED G.M•W • APP ED «. �. Q SCALE DRAWN P K- s 't 15ATE CHECKED _ PROJECT NO 7 ,• .t AWING NO. ; 21 -Gram Tablet it}Gram 5 -Gram f Established 1 -gal. 3-gat. 7-9a1. Plantings Well- Small Ground - Can Can Can Can or Plants In Rooted cover Plants Plants Plants Plants Plants Large Tubs Liners or Perennials or Boxes 1 Tablet for each �i inch 1 1 to 2 2 to 3 3 to 5 of tree trunk 1 to 2 1 Tablet Tablet Tablets Tablets Tablets diameter or Tablets each foot of height or spread. Agriform 20-10-5 GENERAL NOTES 1. AIA plant material. to be Florida #1 or better installed to the Highest I'.N,G.A. standards. 2. All planting areas shall receive a 3" thick covering of 1001 Grade "A" shredded Cypress Mulch which is to be watered -in after iIlstal lilt ion. 3. All. planting areas are to receive a backfill mixture consisting of 507 processed peat plus 50% clean topsoil. 4. 100% irrigation system to be installed according to specifications. 5. All dimensions to be field checked by the landscape contractor prior to construction with any discrepancies reported immediately to the Architect. 6. Stake -out is to be approved by the Landscape Architect. 7. All planting shall be set and approved by the Landscape Architect prior to its installation. 8. All questions concerning this plan or specifications should be directed to the Landscape Architect. 9. Plant materials are to be bid as specified unless unavailable at which time the I..andscape Architect will be notified by phone and in writing of the intended changes. 10. The material schedule is presented for the convenience of the contractor. In the event of a discrepancy between the plan and the plant list, the plan shall prevail. 11. The contractor will provide a soil sample analysis to determine appropriate soil amendments (i.e. fertilizer, lime, etc.). The contractor will provide copies of the test results to the Owner and Landscape Architect. 12. All plants to be fertifilized with Agriform 20 -10 -05 tablets as per instructions in conjunction with 1111. 13. At the time of installation, the contractor, at his own respon- sibility, may elect not to stake, brace, or guy trees. Trees damaged as a result of not being supported will be replaced by the contractor at no cost to tile- Onwer. The Landscape Architect reserves the right to require any or all trees to be staked upon site inspection. 1/1. 1'He Landscape Contractor will guarantee, in writing, all work for a period of one (1) year after completion. 15. rlie General Contractor shall ensure that all planting islands or areas sllal.l be clean of all trash, debris or other non - indigenous materials prior to any landscape installation. 16. The Landscape Contractor shall notify the OZn1er and the Landscape Architect or any discrepancies in site conditions or non- conformance of specificatiots. 17. A1.1 existing oaks and trees to remain shall be barricaded. (Sire i)etai1). OWNER BARNETT BANK OF PIINELLAS COUNTY EAST CLEARWATER OFFICE 1150 CLEVELAND STREET CLEARWATER, FLORIDA 34615 X11 r /ir i- I t" 1 G rti M I It /" Pi�Ep•�EU � 1 L_ - "ts -FIt lC:j So1L_ O n o 0 0 U 0 U 0 0 0 tom! OTC � S �� Ll�.7`Jt�.�GAP� l�c>✓ / FOR SP�.Ii.1Ca G U G0V R �ETAI I 1 1.` i -1TO-1 VCY0, WIRE 6' "1". e,,%Uc F_ R PROJECT NAME , 3t1 SPEGI�I� MUt.LN Ae"OVE OURLAQ F$10" 1/3 OF b&LL IF CAPNOW>,1 IQ l.10Q - t�er -tG1E� GO K ga�F�' coHr�T�ty. 5PE _IP10D `TGr'6O+L- H0CT WA-15+AE:ca IN � TAMPED DU wX�k Pu%j ATl�l�a -- �T RaCD SNR LANTING ®ET,AIL N.T.S. t--- a a � � 5L.A0K R -, F JC6E �\ CMULE STR 44D t�fo.12 cC�P1YaE r CaAL�Att�lIZF.D WiR>v "[W 15T tD. li URIV>v STAL(E5 AY LE �41D CRAW VE. IC,A�d_ I�,..Ca �z °X�e'o�cPt.. Plums REh -1C7� BURLAP 1= ROM ��i Fl f✓O MI1l (' JG�E TOP a 1 OF E�1_L WASk ��O i t.1 Y �TAr -it✓ED r�u�1►.ICa 3'I 5Pe(r_IR E:t0 MULCH 1=Gmmc>1F'SEy0KID SGt�GEGi to" t1. 1 ..31.�ek 1a, :1 1 ate i1 • .� SPI= GIFIE:D TG�P°�DiL. r � WAS< -•iED ill � TdNP�p cam, ticI PL.0 P K. el i L LESS THAN 3 INCH CALIPER N.T.S. SEC. _TWP_8;.oRN0._E.j NORTH 111�� 119rill!1I 111111q 1111�11q 11 i % fs BARNETT BANK OF CLEARWATER LANDSCAPE DETAILS r k 20 Zx 2 STGJ' F M►�. 1 "K z" P�_��3.iV F-=-L K U1uuF_-E PLr o� " I kl . 1 "X. 2" PS-rs -.. vV� " Iki..2 "K 2. O �j i.1Cri'�GJ I. t,J,o Nr�v�l .eatilv►- ��.rrr Q.L�.cN.��n I►.ss�c� c�a�IR>>�,, �.han LAP�oo`� ot��� L. 1�X� :��(Or�LUa� GF ���1;= 5(G�1G- (IOM k�- iL1�rcW�.L_ CPS �l.r C-��0..�►��.� bl_lA�/>�CJ �, �S�±T11 "rl.!- IGl�1 (WI- 1s =.L'!G !1LEP�A.�IJr �O I..CX_l�t F1L�1._11GIPl�L S-tL�.�l�� UPf�11ra>; -cj ��EL -� A( �'-5' IF.11�LZ`JL`L O t�.10 L]✓-:6 'jl- al` -1�1 2 "jC2" LIJM�r"c0� LT TCd1.1D 12" � Tcv. cn�uL\ ��. r.t' t�EltilFoPC�� G�le� E A RIGA E TAIL � 3/4" GZ1= .tNFORGE =o DOU6t.J STG�,Nt� �b.12 G�.�E - Twi5mD W Ae b Carl/ W RE5 PER _TRF F AT I ° 1► rll vacs) - T�E W9�APPiNG FAS'TERIED � kleAA -Top D eoTTor -i 1 0 0 � 3 F ACa ��.AJ lV EPA !a1,J�.Gi D 5.5 :11 f _ REMavE 1?xJRLh,9 P;gc�i -Top � K PT F_iui✓ / �V_AOL-D WIRE= ekjQ`/,fO OW4 C�RAt i (o t �E1.1 SAUCEFZ -i 14 ff�- W M Wes« v AIL 3 INCti CALIPER OR A 0 R E , N.T.S. SHEET REVISIONS TREE PLANTING. DE-f r ;.�° No ki II �' i� iI .101 tu It i 5,���•jb•'�s�•.�.elb.i w�,;.ey�.s'L� °• }:S�::L: SP�Gt✓1Ep '"(t0i1�1L MI t� W�i-1f =D 11.1 - Al�ll� T�1F�p DUR11.1fa Pl.�I�1 -T1 tJ Ca ANTI G DOETAIL George" c Inc. ARCHITECTS • ENGIN • KEN SURVEYORS L11 -� St. Pelersof, fl 33701 •Z9 t 1•t�gr �FDleQhore 3 �2 71311 0 O Palm Ha•5or, Fl 33563 •13x1 f !k "1,{�`•,Tgle h>ii� A 1856716 Bradenton Fl 33507 •610'B - eel yle le boo 629 DESIGNED G.M•W • APP ED «. �. Q SCALE DRAWN P K- s 't 15ATE CHECKED _ PROJECT NO 7 ,• .t AWING NO. ; f 9f 1 w ,,.r ., -:+- Zt -- s•H,;, k T ;,,...:,, 's. .:.. a .,,, ,ir ;..,. a :.': yg•.' z` 7 w: � ax+K zw sas r. .,. a,•.. , _.�- .......,.,awry.+ ,< ✓,._, , ,;. ,.,�,. , ,5,: v —• ,v., » -s -.• _ . . w r. >�'. .. , s. Nits / : s' .: is x x .> r .. ..,.. .. ::ter. . . lotw� Y- • s :q xv. t t v , _ ' fill I P CAI ji AI MWW g, {p , .Y� r; i i f py, y w v ,v ,. •, ,.,, .. ., . � .. .. .mss -i . � ,r .� l "':;. ,,:�rf•• ` =.'I" ,,. ' Fj .a , e i ,.• � } �1 {Y. Yn psi { ! ,F it• - '�-r• Y � - •.,� Yey. ' `^ Y :y Y , 2 1, t I9✓ It hip ry i r: n : s' i y , e + � a ` v - .,.:fi` � ti too f � , r . .X L a s X* , a fit. fir; 309.08' — — -- — — -- — — — — — ---- _ S NORTH LINE OF THE SOUTH o 1 SET IRON ROO 1/2" 20000' Of LOT 1 (V L8 021 S89'25'27'E 70.01' NORTH UNE OF LOT 3 p CLEVELAND EXISTING Ex151;NG 10' � � S89'28'27'E 150.46' CORNER NOT SET — — — STREET WALK LANDSCAPE 9UFTLR PROPOSED 19' PARKING DECK EwsnNG 24' ASPHALT URNS PFI P RTY 1 1 - 1 Q LOT 1 UO It LOT 3 � I s I I =6J ' DETAIL I g (NOT TO SCALE) Co I W E PROPOSED RETENTION MALT I I O O c i Z I ` LOT 2 0 RETENTION POND / PARKING DECK SECTION 20' 0 10' 20' 40' NOT INCLUDED N.T.S. ( I ( I ( GRAPHIC SCALE 1 = 20 I I ( I 30' (PLAT) `I ,s NOT INCLUDED 0 7.9' I I N00'23'58 "W o _/ 0.03' o I 10' UTILITY AND DRAINAGE (SEE DETAIL) N f 0,5' CONCRETE CURB r ( EAS MENT (PLAT) / S89 2� 27 E — ' LEGAL DESCRIPTION 5 .4 '- -� S89 25 27 E � FENCE 2.8' EAST FI 3/4" 150.46' 70.01' FIR 3,14' -- LB 3889 12 I SET 1.13021 LB 1/2" % LB 3889 I f0.5' CONCRETE CURB - ^ °6 ~� THE WEST 70 FEET OF THE SOUTH 200 FEET OF CONCRETE ISLAND covERED -_ � :,oa LOT 1 AND ALL OF LOT 3 CONCRETE PROFESSIONAL BUSINESS COMPLEX j I AS RECORDED IN PLAT BOOK 81, PAGE 24 ASPHALT �° C CONCRETE IsLAr,� `� -7000' _ PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA Ln T PINELLAS COUNTY, FLORIDA I 1 d ASPHALT CCONCRETE 1SLAN0 I CLEARWATER, FLORIDA ° I 0 CONCRETE � LAND ( I ` 589'25'27 "E o O N © s° ��- CV 4' C.L� 77 � 7 ,-s7 , to 749 r 7.ts+ —s �"" 36.3'— LEGEND 1 O Y I ; ��� ;/, �/, ,�� '� . , �', / ' -��� 4� �ti I ;�!= LIGHT POLE 3 I O %„ /„ • POWER POLE - �, , ;• aI SIGNAL POLE LW OHL OVERHEAD LINES p RCP REINFORCED CONCRETE PIPE r U RCP ELLIPTICAL REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE /W�L OAK TREE t HANORA 3" % /i` L1J 00 �" 1 $.. ��'� _ s- PALM TREE SIGN ! �- 3 COVERED 5' s Ln I / _... _ %% �, I TREE 6' CONCRETE WALK. o O r I �I J Q Z = � MAPLE TREE �_ �i `" I 1 X o + ` s <5 FIRE HYDRANT FIR FOUND IRON ROD O C7 4 I I I Q f 5' L 15 of FCM FOUND CONCRETE MONUMENT 4. o _j SR&D SET RIVET AND DISK ASPHALT — v�I 2 NEW PARKING - I a CONCRETE SIGN SPACES Q w DUMPSTER -� � FAO 0.7' MASONRY F u WALL t\ � � Q LJ 4' 0 PR OS£D 8 , A -(1E F,,z- x [� l 0.5' NCRET! RB v���.,w SITE DATA TYP - SIGN I 15' FENCE 15' NORTH, 29' EAST TOTAL SITE AREA 44,093 SO. FT. 1.01 ACRES a 011 FCM 4'x4' LB 3889 FIR Sj8 R Leos, - -- - I ,- 15-f`, 0,S E I EXISTING BUILDING 5,000 SO. FT, R FCM 1�5 ,46' EASTING LANDSCAPE BUFFE - � FIR 3<4 N89.25'27 °W EXISTING OPEN GREEN SPACE 12,640 SO. FT. 28% 0.15'5,0.08'E 70.01 ' x1 'N99'25'27-77 1 - 199, 99' :220,47` 5' CONCRETE WALK — _ — — — — — — — — — — — — - PROPOSED OPEN GREEN SPACE 11,371 SO. FT. 267 °HL REQUIRED OPEN GREEN SPACE 13,228 SO. FT. 307 ROPOSED REPLACEMENT HOLLY TREES PARKING REQUIRED 23, SPACES N 06 PARKING ALLOWED 32 SPACES I F ,s EXISTING PARKING 38 SPACES • a PARKING PROPOSED 48 SPACES REQUIRED FRONT YARD GREEN SPACE 3,025 SQ. FT. �� z.o' coNCRETE CURB -- N EXISTING FRONT YARD GREEN SPACE 4,104 SQ. FT. i) PROPOSED FRONT YARD GREEN SPACE 3,126 SO. FT. CLEVELAND STREET _ 44.0' ASPHALT — — — —' — — — — (100' RIGHT OF WAY —PLAT) CLIENT PROJECT NAME REVISIONS George �+', Young, IriC. SHEET BARNETT BANK ARCHITECTURE ■ ENGINEERING a ENVIRONMENTAL LANDSCAPE ARCHITECTURE 2 PLANNING • SURVEYING SITE PLAN ST. PETERSBURG • TAMPA a BRADENTON ■ NEW PORT RICHEY GAINESVILLE RESPONSBLE OFFICE: 299. 9th Street North St. Petersburg FL 33701 -0683 Ln Tel,: (813) 822 -4317 Fax: (813) $22 -2919 C. MICHAEL HORTON, A.S.L.A. 1 Since 1919 DESIGNE VE DATE: FLORIDA L.S.A. REG N. NO. 1081 O `J DRAWN: CmH I OATE: 1 a JOB No: 96 -17- 0019 --Co SEC. 3 TWP: 2s S. RNO. 15 E. No. DESCRIPTION DATE HY KE : SCALLE: