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1370 GULF BLVDAPPLICATION FOR LAND CLEARING & GRUBBING PERMIT �,,I /, 9. CITY OF CLEARWATER PLANNING & DEVELOPMENT SERVICES (727) 562 -4741 DATE /I �C) 6�-- RECEIPT NO. A non - refundable filing fee of $10.00 is required. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property described below. Csiko,�Y 3 1, Location of Property: rtY� I _Q� G 0 (F� �L ��- 2. Project Name:��tc� ('s ©v� P6^�"niV�► 3. Purpose of clearing and /or grubbing: New Construction ❑ Demolition ❑ Tank Removal ❑ Other (- 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) RSrAAA (i"' ate PAWS Pr FA�(�c�Tc�S R,-A V 5. Proposed–method of debris disposal e-. i2 MC�s�2�0��' 6, Date you plan to begin work 7. Proposed method of soil erosic 8. ❑ No -Tree Verification Required ❑ Tree Removal Permit Required mot" �,alob0�e Goal,- 7 I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 52.08, CITY CODE OF ORDINANCES REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. Signg4161_of�✓ner or Owners Representative Printed Name Address City State Zip Representatives' Firm —5 5S =If5S `7�7 -�"3 r3• -�g`j 'HEAL 6 t el Telephone Fax Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. t�►k5 q 9U ti NOT WRITE BELOW THIS LINE A Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted Approved - Modified As Noted Above ❑ Denied s Signed: Date: City Managerl,or Designee CLEARWATER Brian J. Aungst, Mayor- Commissioner Ed Hart, Vice Mayor- Commissioner Whitney Gray, Commissioner Hoyt Hamilton, Commissioner Bill Jonson, Commissioner 1362- 0002 -GC White - Planning & Development Services Yellow - Applicant 7 -Ol 00�� ®08888 ® ®eA O S E A �opryF ° Cj� o C7 Q � ® ® ®� ®BBO ®aoaa F A X M E S S A G E CITY OF CLEARWATRR PLANNING AND DEVELOPMENT SENDING LOCATION FAX NUMBER: (727) 562 -4576 OFFICE TELEPHONE NUMBER: (727) 562 -4741 TO: Neal Schwarts LOCATION: Bella Rosa Condo. FAX NUMBER: 538 -9949 FROM: Rick Albee DATE: 2 /7/03 MESSAGE: As per our conversation today, please install the erosion control and tree barricades, also make application for a tree removal permit. NUMBER OF PAGES THIS MESSAGE (INCLUDING THIS COVER PAGE)-1— JUST- THE.FAX f , ..;,yfF.r.u'" inn$•% v+,1 ;r ",,�ix1+^�rit.Fi+l�rTy,�'n"�x `r,,+��.�r', 'S t- .,y.�i.,�.y �. ,,.��:�rtroy.+v�A4ylb E�tRcxir^,j� {:7"� ".'��i�' � i� ,+'�.i'Mj��TYR` }'7�"$"1'7'A"'i t. ' � ..; ?,. ... .. _ _ _ 1 �iSEAtp�.�� f NO TREE VERIFICAT16W Q r �3 4', or 9q�YgTEpF NO TREE REMOVAL PERMIT REQUIRED VERIFICATION STATEMENT. One City. One Future. CITY OF CLEARWATER PLANNING & DEVELOPMENT SERVICES (727) 562 -4741 (Print or Type r Owner: Owner's Representative,'S7,4' m Phone: 2,2 _2 8 9 5 11y L 3_ Phone-3/3 K246 Address of Applicant: City: State: G Zip: 33�✓U Location of Proposed construction: /3 2,2 (-� RI LID Clearwater, Florida I hereby certify that the information contained herein is true and accurate and that I am the legal owner of the subject property or have legal authority to execute this form on behalf of the property owner. I am aware that any deviation from the information submitted with this form shall be considered a violation of the Community Development Code. In accordance with Section 4 -1205, Community Development Code, I request a release from the provisions of the tree removal permit section to allow the issuance of a building permit at the above location because one of the followina conditions exists: d PROTECTED TREES,.as defined in Section 8 -102 (non - prohibited species greater than four inches at 4,5 feet above grade) exist on the site, but ARE NOT REQUIRED TO BE REMOVED FOR CONSTRUCTION purposes, thus no tree removal permit is required. I further understand that these TREES MUST BE PROTECTED FROM DAMAGE BOTH BEFORE AND DURING ALL CONSTRUCTION ACTIVITIES ON THIS SITE as provided in Section 52,08 of the City code of Ordinances (A site plan is submitted with this request.) PRINTED NAME: Owner or Representative SIGNED: v fi' Signature of Owner or Repre?4hfatiye� 01- i rl f P460 PROTECTED TREES, as defined in Section 8 -102 (non - prohibited species greater than four inches at 4.5 feet above grade), EXIST ANYWHERE ON THE SITS of the proposed construction. PRINTED NAME: Owner or Re SIGNED: 'Signature of �r or Representative CLEARWATER One City. One Future. Brian J. Aungst, Mayor- Commissioner Ed Hooper, Vice Mayor- Commissioner Bob Clark, Commissioner Ed Hart, Commissioner J.B. Johnson, Commissioner 1430 - 0022 -GC White - Applicant r +^` Yellow - Planning & Development Services 8 -99 y yc" "NON- EXCLUSIVE PARKING LEASE' NZ - ti 480.0' + /- , t Pp \\� t fp�NO •� N.6712'17"W. 279.35'(R) 279.45'(M) 1 200'+ /- 60 9g 10' EASEMENT PER O.R.B. 5141, AGE 1590(1613) p AND O.R.B. 5141, PAGE 1635 (280.93' - CCCL) - ---------- . - - - - - - - - - - ASPklALL3ABISING 3 _ - BADLY BROKEN IN - - - - - - - - - - - - - - -- - - - - - - - - - - oh THIS AREA -- - - - - -- " in • ASPHALT PAVING, - LJ tC &D GRATE INLET � z N INV EL= 0 ... (282.00') \ a RATE INLET 8 PLANTER PLANTER 7.0' CON - WALK- -15 R.C.F` \ \! OP EL =6.68 _ - - - _ EL 2.23 CONCRETE_ .-- - - � - -3' 4' \ \ LIGHT 0 j COLS. WOOD DECK CONC. BLOCK \ POLE O TYP. 1'X2' WALL c� RGP N X g - - - CONC. THIGH 5 \4 zo as 0 5 \G,p 6 13.0' N - - - ix \ 5 64 135.4' F= N uNK I 28.8' 28.8' 2.6'� FLOOR EL =5.14 a < v \ mm X15 a 13.3' \ o ¢ F100R EL-6.40 \ o IFv t` 4' _ \3'',Q w 2ND k 3RD 'fin �ti 4' o \•C o -+ FLOOR BUIL.DING._.y..IN N 14.0' Y U a 3 LINE CONCRETE 0 41 5' GRATE IN oa y w I N m ;p \ GRATE INLET \ TOP EL-5.15 TOP EL- .77 h ° v zQ r i \ INV. EL-1.65 jam; EL =1.05 _ Q BLOCK PLANTER O� 0 3 STORY MAS. FLOOR EL-6.41 8s 8 - - 15_ R_C.P_ 2' HIGH TYPICAL LL1 W ,.a'x1.o - - 8' DIA. COLS. c X1370 4' z POLE \ ,u 3'X1' o TYP. p 4 FLOOR EL-14.86 COLS. \ �I cli \ o° ;•� CONCRETE TYP \' 0 LLJ 31.0' v a p O 1 e WALL- BLOCK W 9 A' IL c < WALL h Y ED U I o o } o jN 3.4' 4.0' COVERED 2. ' 3. TRACT „A o CONCRETE tO n o ci l o STAIRS a o ELEVATOR SHAFT 14.0 a! 163.9' LIGHT O a- u 0 FLOOR 131 86 23.9' EL.-6.71 0 POLE Q 35.8' 3'X1.4' J 1.3•X0.7' o a COVERED COLS. COL TYP. GREASE 14.6' TRAP - 11K GREASE _eeSR�.,BNN�NSC 3j.1• TRAP ASPHALT PAVING a 41.5' N FIsO O,5 Vol c1l' ?_ ��NO pJERCPP ' \5 200' + /- fCoo 0 m 14.0' 5.0' o g Sg FPC FPC TRANS. BOX F ON CONC. SLAB 13 301 .1 6' - TO CCCL 6 g4 (301.45 ) 6• 6• - Y- 5g\ (184.41') 6' VERTICAL CURB N.6 9' 15" W. 302 58'(R) 301.83'(M) TRACT " C" 502.0 + - �- °i INGRESS EGRESS EASEMENT ASPHALT PAVING O.R. BOOK 4621, PG. 604 CONC. - 4500 2071 (305.40' - CCCL) ON LINE 9 660 n x g. 6•yA (184.41') ON LINE \T 4' BALCONY CONC. 4' BALCONY 4' BALCONY CONC 4' BALCONY -' 2 4.00' 6. I - 9.4' :) 28.T 28.7' h h 28.7' 3.5 3 l , 9.4' N.67'09'21" W. 306.00'((M) N.6T09'15 "W. 306.02'(R) n VERY I 24' AS•PfiALT .7� i I .� RECEIVED AUG 0 9 2000 PLANNINV JE OPMENT S ER0 CITY OF CLEARWAY I i i I I I V I � I I / Cb Quo oA, j 0 o \ / -zoo., V \ by 1^ o� ^�Qj COASTAL CONST. LINE wq IS \, 14W1 S sTOR k lY Pis ` \ C4 fe Nv M \\ 'NCReSS \ 1? R eo FST \ ok4�82 pgPa. 0 FS N.s.0 M£ � NT G lN� , Ry N �Q X ``Cb 2C� /S O/V 1�ln �x ASS' /i'`ICT / / "w N� /2 / SEE POINT "B" N FA i 2' C.T. t .�J / J \\ n�tivFn_ -- - - -- / _ 2 0'X20' '11SIBILI�iY _ P TRIANGLE 3 5 P, / ��0 35 ` KI /50D m� 29 CTS o) o P 11qq c+ _ o ' `V C)* o� o 3 i ry ~ r� 35 ALL LANDSCAPING TO DE PROTECTED FROM � `✓/ VEHICULAR OR PEDESTRIAN TRAFFIC BY A MINIA 270 SIX INCH HIGH CURSING OR WHEEL STOPS. � D / O m� �VZ / CT Alf, lur)d ))i)1; zntlst be properly i:)sLallet /3ei approval plan prior to C 0 £2lspeetio� Reinsnection fees are mandatory. ALL AREAS CEYMN 3-,REET11-3,AVEMENTAND LANDSCAPE PLAN PARKING LOT TO BE TURF °OE q� APPROVED AS NOTED OTO1Ea �ftf�E�A�'6�r TE�I+i�,lfvtENTa Date A—L` NOTE: / 1. ALL PERIMETER PLANTINGS ADJACENT TO VEHICULAR AREAS TO BE A MINIMUM OF 48" HEIGHT AT TIME OF INSTALLATION. 2. MASONRY WALL (PER CITY OF CLEARWATER / CODE REQUIREMENTS) CONCEALING TRASH DUMPSTER TO BE CONCEALED WITH OLEANDER i AT 4' HT. AT PLANTING. c N / E 0 10' 20' Scale I " = 20' -0" ^CAICr)AI I AAInr/IAnr_ Krn-r-r-r UL.IVLI\/ \L Lr11V VJ L 1\4U ( LJ 1. All plant materials shall be Florida # I or better and Installed to highest nursery 5tandard5. Plants shall be healthy, free of pest and disease. 2. All plants shall be container grown except as noted on plan. 3. All palms and trees shall have straight trunks with no tW15t5, knotting or other defective characteristics. 4. Mulch shall be 1009/6 Pine Bark, Installed to a minimum thickness of 2'. 5. Sod shall be 95%" weed free 5t. Augustine "Floratae, Installed with tight joints. G. All dimensions shall be field checked by the landscape Contractor prior to construction with any discrepancies reported to the Landscape Architect. 7. All materials shall be as specified on the plans. If matenals, labor or Installation techniques do not adhere to the specifications, they will be rejected by the Landscape Architect with specified materials and Installation carried out by the Landscape Contractor at no additional cost. 8. No substitutions of materials or changes to the drawings or specifications shall be made. 9. All required permits are to be provided by the Installing contractor unless specifically stated otherwise in the specifications. 10. Contractor Identification signs shall not be allowed on the project. I I . Contractor shall be responsible for all items as shown or described on this plan and specifications. 12. All proposed landscape and sod areas containing turf or weeds shall be treated with 'Round-up' per manufacturer's specifications. 13. Landscape Contractor shall provide all necessary site preparation required to ready the site for planting as specified. 14. The landscape Contractor shall warranty and guarantee all materials and labor for a period of 90 days for shrubs and groundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion. 15. All repairs andlor replacements shall be made by the Landscape Contractor within 10 working days upon notification of any deficiencies by the owner or their representative. 16. All questions regarding the Landscape Plans and specifications shall be directed to the Landscape Architect at (727) 787 -2840. FERTILIZATION Shrubs and Trees All trees and shrubs shall be fertilized with 'Agriform' 20 -15 -5 planting tablets at time of planting and prior to installation of plant pit backfill. Tablets shall be placed uniformly around the root ball at a depth that Is between the middle and bottom of the root ball. Application Rate: I Gallon Container: I - 21 gram tablet 3 Gallon Container: 2 - 21 gram tablets 5 Gallon Container: 3 - 21 gram tablets 7 Gallon Container: 4 - 21 gram tablets Trees: 3 tablets per each 112' caliper of trunk GroundcoverAreas Quan. All groundcover areas shall receive fertilization with 'ozmocote" time release fertilizer per manufacturer's Co d specifications. Plant Materiab Schedule with top of • Set shrub rootball 1 1/2" 0 Code l3otanical Name Common Name Specification AILS Alpinia zerumbet "variegata" Var. Shell Ginger 7 gal., 30 x 30 CA C:rinum astaticum Crinum Lily 7 gal., 30 x 36" CU C:occoloba uvifera Sea Grape 5 gal., 48" ht. x 30 spr. HIB I libtscus spp. Hibiscus 3 gal., 24" ht. x 24" spr. IVS I,ex vomttoria shillings Dwarf Yaupon Holly 3 gal., I G" ht. x I G" spr. JP J uniperus parsonn Parson's Juniper 3 gal., 12" ht. x 18" spr. LAC Lo natna camera Yellow Lantana I gal., 12" ht. x 12" spr. LAM I antana montevidensts Purple Lantana I gal., 12" ht. x 12" spr. LJT I igustrum Japonicum Ltgustrum Tree 8' ht. x 7 spr., 5 stems LMG Lmope muscan "evergreen grant" Giant Linope I gal., 12" ht. x 12" spr. NO Nerium oleander Oleander 5 gal., 48" ht. x 24" spr. NOP Nerium oleander "dwarf pink" Dwarf Pink Oleander 3 gal., 24" ht. x 24" spr. NOS Nerium oleander standard Tree Form Oleander 7 -8' ht. x 4' spr. P 11umbaclo Imperial Blue Plumbago 3 gal., 24" ht. x 24" spr. POM Podocarpus make Podocarpus 5 gal., 48" ht. x 24" spr. PS Philodendron selloum Philodendron 5 gal., 48" ht. x 48" spr. PRO Phoenix roebelenii Pygmy Date Palm 48" ht. x 3 stems RI Raphiolepis indica Indian Hawthorn 2 3 gal., 18" ht. x 18" spr. SP ")abal Palmetto Cabbage Pali; 10' min. C.T. at planting SR 5 relitzia regtnae Bird of Paradise 7 gal., x G" TJ i'rachelospermum Jasminotdes Confederate Jasmine 5 gal., 4' ht. x 18" spr. TJN Iachelospermum asiaticum "minima" Dwarf Confederate Jasmine I gal., G" ht. x 12" spr. TDP ripsacum Dactyloides Fakahatchee Grass 3 gal., 20" ht. x 20" spr. SN 5trelitzia nicolai Giant Bird of Paradise 2 8' ht. x 3 stems full WR Washingtonia robusta Washingtoma Palm I O' min. C. . at planting ZP 'amts pumlla Coontte 3 gal., 18' ht. x 18 spr. ZFU ;'alma furfuracea Cardboard Purl mYa 10 gal., 36" Ill. x 30 5pr. ._....,__.., � ._,..,.�,.._..� CHAWNs IN SP I Tree dnpllne DESIGN WITHOUT THE CONSENT PECcFICAi10NS, OR DIRECTOR RENDERS PLAN APPROVAL PPRO A PLANNING lJ ®Ip. Exist rema 48" Height bEL-h 7 2x4 pt post 24" Depth Existing grade TREE PROTECTION DETAIL Set tree plumb, ' V • • o with top of • Set shrub rootball 1 1/2" 0 •, above finish plumb, with top grade is • •° a) � E 4 Rubber hose of rootball I" # 12 gauge wire o 2" Mulch above finish 12" length red 3" Tree well J o grade plastic flag finish grad ,k' Existing native tape 2x4 pt stake sod Exi5ting native Root ball' Q oil Native sod N g) backfill w 2 n a 9 TREE PLANTING DETAIL 1_0 u) T a) BAR � a 200 r - �SE�tV1C�'�pEP pEVEGN iR 1 • o • Set shrub �Q •, • plumb, with top 2" Mulch a) � E 4 o '� of rootball I" ON o above finish Finish Grade Wo J o grade Root ball D ,k' Existing native Native sod `— '. �`�� sod backfill N O C) Q 5HRUB PLANTING DETAIL of BAR � a 200 r - �SE�tV1C�'�pEP pEVEGN iR 1 • T �Q 0 15'9 C O - a) � E 4 >z QN d 8 .2 -0 ON Cq n--- 0 Wo J Or- D �� o U) N N O C) Q 0ID0. O NE °c of N g) pp C) w 2 n a 9 C1 1_0 u) T a) E o Q N m C) J o Q W r,-,� m � U • C) T �Q 0 15'9 C O - a) � E 4 >z QN d 8 .2 -0 ON Cq n--- 0 Wo J Or- D �� o U) N N O C) Q 0ID0. O NE °c of N g) pp C) w 2 n a 9 C1 1_0 u) T a) E o Q N m C) J o Q W C) 0 �Q 0 �o U Q � >z O � n n--- 0 Wo J U D Q o U) m� Q J� Q J o Q W r,-,� m � U � m o co 0 m i CU .ra Ir 0 M IT—, U O e .3 C4 U °m 1 C:) 8`a M 14 I c M. fV �— 1LU 0 00 r�j ■ L-iOB NO. 22024 SHEET L -1 11, U Q � Cn O � n J � D � m o co 0 m i CU .ra Ir 0 M IT—, U O e .3 C4 U °m 1 C:) 8`a M 14 I c M. fV �— 1LU 0 00 r�j ■ L-iOB NO. 22024 SHEET L -1 11, RRIGATION TABLE N ❑ Z 2 `+ \� 1 1 t I ��❑ e oe o O20 0i.45 12 14 3.00 3.30 1.62 1.6 1.87 1.87 1 F-52 FF30 25 4x14 0.56 1.91 15 E SJOI 0' C,61 15 3.70 1.58 1.83 1,00 1,11 lb 20 25 11 12 14 1.9b .2 2.4 1.62 1.6 1.87 1.87 15­00 X:� 20 25 15 2.7 1.58 1.83 20 5 30 12 14 2.01 2.2 2.01 1.62 .32 15- 9 I- 9x1 M4 1,47 15 25 .87 1.60 1,91 9S T30 2.4 1.58 1.83 0 lb 20 11 .ca 11 12 1 1.5 2.0 2.32 J4Yr��> 25 0 14 1,6r, 1.62 1.87 K H30 "V 15 1.8r, 1,58 1.83 20 12 1.00 2.01 2.32 M 25 14 1.10 1.62 1.87 1 T30 15 1.22 1.58 1.83 Q 15 20 11 12 a 0.7 2.0 2.32 ., 25 14 0.8 1.62 1.87 15930 15 0.9 1.58 1.83 STRIP SERI[ eS IRRIGATION PLAN PREPARED BY CHUCK BUTLER BUTLER'S NURSERY, INC. 7011 75th. STREET H. PINELLAS PARK, FL 33781 17271544- 0445 SCALE: 1 " =20' 20 0 10 20 40 D MAR 18 2004 DEVELOi'4AENTS2RtlIG EPA `+ \� 1 1 t I ��❑ 0i.45 20 4x14 C50 1,72 © 25 4x14 0.56 1.91 15 E SJOI 4x15 C,61 1.94 �0 20 25 X 4x2 4x28 1,00 1,11 1,72 1.91 15 C SJ0 x3Q 1,21 1,94 X:� 20 25 4xx28 4x2E 1,00 1,11 1,72 1.91 15S 30 4x3C 1.21 1.94 15 20 9 I- 9x1 M4 1,47 16b 1,72 25 9xlE 1.60 1,91 9S T30 9xlE 1.73 1.94 IRRIGATION PLAN PREPARED BY CHUCK BUTLER BUTLER'S NURSERY, INC. 7011 75th. STREET H. PINELLAS PARK, FL 33781 17271544- 0445 SCALE: 1 " =20' 20 0 10 20 40 D MAR 18 2004 DEVELOi'4AENTS2RtlIG EPA NES Comm.: 0225 Drawn By: B.J.V. Checked By: H.G. N DESIGN /DEVELOPMENT q PERMITTING & BIDDING Q CONSTRUCTION DOCUMENTS 5r.4..J c i i 1 1 { f 1 1 { i i f 1 1 t I 00 11 Z ! 1 r i f r N N� Im X:� �VV/ IliLL. O v If H Z M w Z ::E 11 .ca J4Yr��> 0 w "V W M Z Q M a o O ., Z NJ L O LL �S �l#tk h'.�A5 u�• .Z LU O ;:;� r' t`,1 �r�lr','``a t, = ' a w J � ♦ y v NES Comm.: 0225 Drawn By: B.J.V. Checked By: H.G. N DESIGN /DEVELOPMENT q PERMITTING & BIDDING Q CONSTRUCTION DOCUMENTS 5r.4..J c i i 1 1 { f 1 1 { i i f 1 1 t I ! 1 r i f r 7 U IN ID) A ]R"'�Y U R V 7 SECTION 19, TOWNSHIP 29 SOUTH, RANGE 15 EAST HILLSBOROUGH COUNTY, FLORIDA 6.69FOUND "x" TBM - EL =6.68 FEET � 6.66 FOUND "X" 67 41 50 38 2 1^ .° 65 7.77 Co ,­i+�� X 7 CONTROL STR E 9200• .36 -M V,,L= 3.36(8"P C) .35 .35 INV EL'- 3.$2(18 "RCP) ® 40 INV,EL= 4.07(10 "PVC)\ ` pNC SSW 9 2�9 3s, '50 7 ? .37 7.51 ems, x6.65 7.57 }'e(.,,, 6.81 `zx .,4a '�'-"•:L ;,., V r - 6.54 LsF' 7.6 Y ,;,,:y? 7.64 PAVERS x 6.95 6.4 CONC HESS SAND KEY CONDOMINIUM/ 6.14 SOUTH BEACH 1 CONDO PLAT BOOK 14, PAGES 83 -89T - 'J ' x6.66, '' :, PAVERS Viz±. ••.1; rf , / r Description: (AS FURNISHED) y 1;..^ A tract described as follows: From the Southeast corner of Section 19, Township 29 South, Range 15 East (said corner being also the Northeast corner of Section 30, Township 29 South, Range 15 East), Pinellas �1' _, ; - j / -� �. x 6.37 County, Florida, run N. 89'04'07" W. along the North boundary of said Section 30, a distance of 2819.60 feet run thence South a distance of 1012.67 feet to a point on the centerline of State Road No. 694 (County Road No. 208); run thence Northeasterly along the centerline of said State Road No. 694 along a curve to the right (radius - 1909.86 feet, an are distance of 572.13 feet (chord - 569.99 feet, chord bearing - N. (: / 23'23'25" E.); run thence N. 31'5B'20" E., along said centerline a distance of 1393.67 feet; run thence Northeasterly along said centerline along a curve to the left (radius - 1909.86 feet), an are distance of 304,27 feet (chord - 303.94 feet, chord bearing - N. 27'26'30 E.) to a point of tangency of said centerline; run thence N. 22'50'39" E., along said centerline a distance of 1843.70 feet; run thence N. 6712'17" W. a distance of 50.00 feet to a point on the Northwesterly right -of -way line of said State Road No. 694, sold point being the Easternmost corner of SAND KEY CONDOMINIUM - SOUTH BEACH 1, as recorded in Condominium Plat Book 14, Pages 83 through 89, public records of Pinellas County, Florida; run thence N. 22' 50'39" E. along said Northwesterly right- of -woy line of State Rood No. 694 a distance of 290.05 feet to a Point of Beginning. From said Point of Beginning, run N. 67'09'15" W„ a distance of 302.58 feet to a cross mark cut in the cap of a concrete seawall as a line marker; continue thence N. 6712'17" W. to the mean high water line of the Gulf of Mexico to a point hereby designated for reference as Point "A "; beginning again at the Point of Beginning, run N. 22'50'39" E., along said Northwesterly right -of -way tine of State Road No. 694 a distance of 156.44 feet; run thence N. 67'12'17" W., a distance of 279.35 feet to a cross mark cut in the cap of a concrete seawall as a line marker, continue thence N. 6712'17" W. to the mean high water line of the Gulf of Mexico; run thence Southwesterly along said mean high water line to the previously designated point "A ". NOTE: *THE 9TH FLOOR ELEVATION IS 73.97 FEET ABOVE C-RADE. Legend: (AS APPLICABLE) 0 interior Angle 03210as3 CB RAD Radius e SCIR Set Capped Iron Rod 112" LB #7013 (R) Record O FCIR Found Capped Iron Rod (M) Measured O FiR Found Iron Rod A/C Air Conditioning Qe SCiP Set Capped Iron Pipe R/W Right of Way FCIP Found Capped Iron Pipe CONC Concrete 00 FIP Found iron Pipe POB Point of Beginning O FPIP Found Pinched Iron Pipe POC Point of Commencement O SCM Set Concrete Monument (4 "x4) RCP Reinforced Concrete Pipe O FCM Found Concrete Monument C &G Concrete Curb and Gutter 0 SPKN &D Set PK Nail & Disk PP Power Pole 0 FPKN &D Found PK Nail & Disk FF Finished Floor Elevation SRRS Set Railroad Spike iNV Invert C) FRRS Found Railroad Spike EL Elevation l�1 WM Water Meter x 99.99 Existing Elevation L E LP Light Pole [A GV Gate Volvo (S ) SMH Sewer Manhole • SIGN Sign (5 ) DMH Drainage Manhole D4 IRR Irrigation Valve m- DG Down Guy Pole Y FH Fire Hydrant -� \f- UPDATE FOUDATION AND ADD FLOOR ELEVATIONS Not To Scale 03210as3 CB Chord Bearing CMP CH Chord Length COL, UP Utility Pole lU GTI Grate Top Inlet Q UG Underground Marker v3 W Well - -- -CLF Chain Link Fence =-�-� B/W Barbed -Wire Fence OHL Overhead Line J.> MH Manhole S/Y! Sidewalk Project: Center Line H PRM Permanent Reference Monument BELLA ROSA CONDOMINIUMS ID Identification �� N ELEC Electric TOB Top of Bank Q'+ TYP Typical Issue Date: TBM Temporary Bench Mark LS Licensed Business I IonATC I <^ .n,, X, 6.17 \J /o rJ �v EASTERNMOST CORNER '�. SAND I(Y CONDOMINIMUNS- `' SOUTHBEACH 1 CONDO PLAT BK 14, PAGE 83 -89 / COMMENTS DRAFTED DRAWNG NO. 8 -25 -2003 UPDATE FOUDATION AND ADD FLOOR ELEVATIONS MSC 03210as3 7/29/04 UPDATE TO FINAL CMP 03120asb 8/03/04 REVISE ASBUILT CMP DALTON SAND KEY, LLC li151 I �O n' POINT "B" 10' EASEMENT PER O.R.B. 5141, PAGE 1590(1613) AND O.R.B. 5141, PAGE 1635 i SANITARY SEWER EASEMENT OR BK 13159, PG 1762 TBi1f11 - EL =6. TOP OF GTI 1/! / J 1 2' IFT STATION 5' DIAMETER OP 2 "PVC y� r YZ EL =6.54 N BOX TOP OF 2 "PVC EL =6.53 LIFT STATION TOP EL =7.51 INV EL= 1.77(8 "PVC)W INV EL =- .48(8 "PVC)N UFT STATION / 101, I 1 1 1 1 1 1 INV EL =.06 1 2 i INV EL = -.31 WATER 1 SENSORS 3 1 INV EL = -.77 INSIDE UFT 1 1 1 4 I INV EL=-2.59 STATION 1 1 1 1 BOTTOM EL = -4.67 +tr ; i SUN WEST CONSTRUCTION OF i w DALTON SAND KEY, LLC li151 I i w TBi1f11 - EL =6. TOP OF GTI 1/! / J 1 2' IFT STATION 5' DIAMETER OP 2 "PVC y� r YZ EL =6.54 N BOX TOP OF 2 "PVC EL =6.53 LIFT STATION TOP EL =7.51 INV EL= 1.77(8 "PVC)W INV EL =- .48(8 "PVC)N UFT STATION / 101, I 1 1 1 1 1 1 INV EL =.06 1 2 i INV EL = -.31 WATER 1 SENSORS 3 1 INV EL = -.77 INSIDE UFT 1 1 1 4 I INV EL=-2.59 STATION 1 1 1 1 BOTTOM EL = -4.67 +tr ♦♦r ' ♦ EY 6F GV Y % <c .' ♦♦ G 5.55 o , ♦♦ 4 N r• - 7:2 �LjI-F Prepared By: HAMILTON ENGINEERING & SURVEYING CIVIL ENGINEERING / SURVEYING / ENVIRONMENTAL / LAND PLANNING 311 NORTH NEWPORT AVENUE, SURE 100 TEL. (813) 250-3535 TAMPA, FL 33606 FAx (813) 250.3636 00 - x'0'7 -1 Prepared For: SUN WEST CONSTRUCTION OF LARGO, INC, Certified to: SUN WEST CONSTRUCTION OF LARGO, INC, w DALTON SAND KEY, LLC li151 WACHOVIA BANK, NA g w ATTORNEY TITLE INSURANCE .. J.> � Project: H W W II z BELLA ROSA CONDOMINIUMS �� N A v .5 � o Q'+ Issue Date: 07/30/04 Party Chief D.L. ° Survey Date: 07/15/04 f{ Job Number: 20 -01320 ° f1 , ii itr :V L r ♦♦r ' ♦ EY 6F GV Y % <c .' ♦♦ G 5.55 o , ♦♦ 4 N r• - 7:2 �LjI-F Prepared By: HAMILTON ENGINEERING & SURVEYING CIVIL ENGINEERING / SURVEYING / ENVIRONMENTAL / LAND PLANNING 311 NORTH NEWPORT AVENUE, SURE 100 TEL. (813) 250-3535 TAMPA, FL 33606 FAx (813) 250.3636 00 - x'0'7 -1 Prepared For: SUN WEST CONSTRUCTION OF LARGO, INC, Certified to: SUN WEST CONSTRUCTION OF LARGO, INC, w DALTON SAND KEY, LLC I� WACHOVIA BANK, NA g w ATTORNEY TITLE INSURANCE .. � Project: H W W II z BELLA ROSA CONDOMINIUMS �� N A v .5 � o Q'+ Issue Date: 07/30/04 Party Chief D.L. ° Survey Date: 07/15/04 Job Number: 20 -01320 ° Drawing Number., 03120ASB Drawn By: CMP ° -1-1-J N Surveyor's Notes: According to current Flood Insurance Maps Issued by the Federal Emergency Management Agency, the property shown appears to lie within ZONE AE (EL- 11)PANEL NO,125096 0014 E. REVISES 7/2/92. 1) Underground encroachments, such as utilities, structures, installations, improvements 'and foundations that may exist, have not been field located except as shown. 2) Underground utility locations and identifications shown hereon are between the utilities Visible above ground appurtenances and do not necessarily show all utility locations. 3) This Survey has been prepared without the benefit of an Abstract or Title Commitment and is subject to any Dedications, Limitations, Restrictions, Reservations and /or Easements of Record, No Instruments of Record reflecting Easements, Rights of Way, and /or Ownership were furnished this Surveyor except as shown, 4) There may be additional Easements and /or Restrictions affecting this property that may not be found in the public records of this county. 5) No information on adjacent property owners or adjoining property recording information was provided to this surveyor. 6) The Surveyor has made no investigation or independent search for easements of record, encumbrances, restrictive covenants, ownership title evidence, or any other facts that on accurate and current title search may disclose. 7) The boundary corners and lines depicted by this survey were established per information as furnished. 8) Unless otherwise shown hereon, no Jurisdictional Wetland Areas or other physical topographic features have been located. 9) Bearings shown hereon are based on an assumed bearing of the. Northwesterly right -of -way line of Gulf Boulevard being N 22'50'39" E. 10) This map does not determine or reflect ownership of property, boundary lines affected by adverse use, lines of conflicting /overlapping deeds, or other lines that may otherwise be determined by a court of law. 11) Elevations shown are based on City of Clearwater Benchmark J -02 with a reported elevation of 5.176 feet(NGVD 1929). 12) The measured mathematical closure of the surveyed boundary exceeds the accuracy standards for an urban -class survey as defined by the American Congress on Surveying and Mapping and the American Land Title Association. 13) Ties from building corners, fence corners, shed comers, etc., are not to be used to reestablish property boundaries. 14) Additions or deletions to survey maps or reports made by other than the signing party or parties is prohibited without written consent of the signing party or parties, 15) This survey has been prepared expressly for the named entities and is not transferable. No other person or entity is entitled to rely upon and /or reuse this survey for any other purpose whatsoever without the express written consent of Hamilton Engineering & Surveying and the certifying Professional Surveyor and Mapper. 16) Nothing herein shall be construed to give any rights or benefits to anyone other than those certified to on this survey. 17) Flood Zone Lines shown hereon are approximate and are based upon scaled interpretation from Flood Insurance Rate Map. 18) Flood Zone determination is based on the Flood Insurance Rate Map and does not imply that the property will or will not be free from flooding damage. A flood greater than that predicted on said map or from a local drainage problem not shown my cause flooding damage. 19) Fence ownership not determined. 20) Printed dimensions shown on the Map of Survey supersede scaled dimensions. There may be items drawn out of scale to graphically show their location. 21) Reproduction of this survey is expressly forbidden. 22) The word "Certified" is understood to be an expression of the Professional / V 61 Surveyors opinion based on his best knowledge, information and belief, and that it thus constitutes neither a guarantee nor a warranty, either expressed or implied. �A S� 0 23) Survey only valid for 90 days from last date of Field Survey. 0 24) This survey is a representation of existing field conditions at the time of the field SEE POINT "B" survey date and is based on found existing monumentation in the field. .59 /J, Copyright 2004 - Hamilton Engineering & Surveying 4.- P OB Q) N C\ /CO NORTHWESTERLY RIGHT -OF -WAY N OF ST. ROAD #694 CO 0-) CO (COUNTY ROAD N0. 208) N / U POINT OF COMMENCEMENT I hereby certify that this survey was made under my responsible charge, is true and correct, and meets the Minimum Technical SOUTHEAST CORNER Standards as set forth by the Florida Board of Professional / p SECTION 19 -29 -15 Surveyors and Mappers in Chapter 61G17 -6, Florida Administrative Code, pursuant to Section 472,027, Florida Statutes. N.89 04'07 "W. 2819.60' NORTHEAST CORNER J �-- -� - - - --�- -o SECTION 30 -29-15 N NORTH LINE OF SECTION - -� CO N I DESCRIPTION DETAIL �` •, , O _ a �• CENTERLINE OF ST. ROAD #694 t n^ (COUNTY ROAD NO. 208) J0 p C4�:�.` � ORIO r�R`� ?•� -''��' 5188 NiN0--)O' N�(QD CERTIFIC TE OF AUTHORIZATION LB #7013 Qv Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper C `I COASTAL CONST. LINE --- ? S \, % Sl AID S 6 7 >39 NT 0'9- 7 c ? II, X41 n3' \ r ��T <.3,A 41po' 4 Q �G/ Cb ZC� 0 "J 40 7� X092 / o �o ZU �• / O c�• , J�Qi,�o / p �O SITE TRIANGLES I <o O N �Q O / i / r. / NOTE: 1. ALL EASEMENT TO BE OBTAINED PRIOR TO C.O. 2. RECYCLING FEES WILL BE PAID IN LEIU OF CONTAINER ON SITE. 3. SOLID WASTE HANDLED VIA CHUTE SYSTEM & ROLLED TO STAGEING AREA. 4. LANDSCAPING WITHIN PUBLIC ACCESS EASEMENT ALONG NORTH SIDE SHALL BE REMOVED, TRIMMED,. -_OR MODIFIED AT THE APPLICANTS EXPENSE - 1F, ~'." R.EQUESTED BY THE CITY. l ' -;'� ;•. f.`I cy 0 Of,TH SCALE, 1•°201 20 0 10 20 40 NES Comm.: 0225 Dram By: B.J.V. Checked By: H.G. Issue Date: 04/24102 Revisions: No. Date Description �v o. !o O � CV V / / Syr SEE POINT "B" 7� X092 / o �o ZU �• / O c�• , J�Qi,�o / p �O SITE TRIANGLES I <o O N �Q O / i / r. / NOTE: 1. ALL EASEMENT TO BE OBTAINED PRIOR TO C.O. 2. RECYCLING FEES WILL BE PAID IN LEIU OF CONTAINER ON SITE. 3. SOLID WASTE HANDLED VIA CHUTE SYSTEM & ROLLED TO STAGEING AREA. 4. LANDSCAPING WITHIN PUBLIC ACCESS EASEMENT ALONG NORTH SIDE SHALL BE REMOVED, TRIMMED,. -_OR MODIFIED AT THE APPLICANTS EXPENSE - 1F, ~'." R.EQUESTED BY THE CITY. l ' -;'� ;•. f.`I cy 0 Of,TH SCALE, 1•°201 20 0 10 20 40 NES Comm.: 0225 Dram By: B.J.V. Checked By: H.G. ® DESIGN/DEVELOPMENT ❑ PERMITTING & BIDDING ❑ CONSTRUCTION DOCUM I i� �ry AK) THIS DRAWING IS AN INSTRUMENT OF.,SEP.1, "CE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER. AND SHALL NOT BE REPRODUCED,`PUBUSHED OR USED IN ANY WAY WTTHOUT THE CONSENT OF THE ENGINEER. •' - (g COPYRIGHT, 2001 NOT PUBUSHED COPIES OF THESE EMBOSSED WITH Issue Date: 04/24102 Revisions: No. Date Description Syr Y� 0 ® DESIGN/DEVELOPMENT ❑ PERMITTING & BIDDING ❑ CONSTRUCTION DOCUM I i� �ry AK) THIS DRAWING IS AN INSTRUMENT OF.,SEP.1, "CE AND SHALL REMAIN THE PROPERTY OF THE ENGINEER. AND SHALL NOT BE REPRODUCED,`PUBUSHED OR USED IN ANY WAY WTTHOUT THE CONSENT OF THE ENGINEER. •' - (g COPYRIGHT, 2001 NOT PUBUSHED COPIES OF THESE EMBOSSED WITH Syr Y�