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CSP2009-00009Planning artment 256 L ENTERPRISE R D A Clearwater South Myrtle Avenue C S P 2 9_ 0 0 0 0 9 Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727 - 562 -4865 UROLOGY SPECIALIST OF (NEST FL Zoning: C atlas# 232B SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION SUBMIT ONE (1) COPY OF THE FOLDED PLANS (see C, D, & E below) SUBMIT APPLICATION FEE $ 400.00 COMPREHENSIVE SIGN PROGRAM APPLICATION (Revised 08105108) - PLEASE TYPE OR PRINT- GENERAL PRINCIPLES. The Intent of the Comprehensive Sign Program Is to provide private property owners and businesses with flezibillty to develop Innovative, creative and effective signage and to improve the aesthetics of the City of Clearwater. Ibis program provides an alternative to minimum standard signage subject to fleA001ity criteria, which ensure that signage wlp not have an adverse impact on the aesthetics, community character and quality oflife of the City of Clearwater. A. PROJECT LOCATION: PROJECTADDRESS(ES): 2560 Enterprise Rd. East, Clearwater FL 33759 PARCELNUMBER(S). 31/28/16/00000/110 /0200 B. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: APPLICANTNAME: Craig Barkley, MD - Urology Specialists of West Florida APPLICANTEMAIL: cbarkley @tampabay. rr. com MAILINGADDRESS: 430 Morton Plant St. PHONENUMBER: (727) 477 -2415 CITY: Clearwater STATE: FL ZIP: 33756 FAX NUMBER: (813) 635 -9401 PROPERTYOWNER(S): Steve & Terry Hasley �. (Must include ALL owners) OWNER(S)EMAIL: stevehasley @remaxactionfirst.com AGENT NAME: (Contact Person) L'= AGENT EMAIL: V 0 MAILING ADDRESS: VNJ CITY: c k-) STATEV-. ZIP:� 6-\r- PHONE NUMBER: 2j �.1 Cj FAX NUMBER: -1-1 -03 Check if AGENT is Contractor Sign Contractor Name: AUG 1 7 2008 State License Number: l�� t1 rJ72 MENI trtvti u��� Daviki OF CL . - - of 8 - Comprehensive Sign Program Application - City of Clearwater C. PROOF OF OWNERSHIP AND SURVEY: (Code Section 4- 202.A.5) )1( SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY ❑ PROVIDE A SIGNED AND SEALED SURVEY OF THE PROPERTY D. SIGN PLAN AND ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Code Sections 4 -1008 and 4- 202.A.23) ❑ SIGN PLANS with the following information (not to exceed 24" x 36 "): X All dimensions; K Size of site (in acreage and in square feet); ?� Bar scale and date prepared; To -scale drawings in color, of all proposed signage (attached, freestanding, and directional signs), which include the following: i. dimensions, with dimensional arrows; ii. sign area in square feet; iii. height and width of sign and sign structure, measured in feet; iv. labels of all colors; V. surface area of the sign proposed; vi. text copy including the message of the sign; vii. changeable copy, if proposed; and viii. describe any illumination including the type, placement, intensity, hours of illumination and system to automatically turn off lighting when the business is closed, and sign area to be illuminated. ?� Color building elevations, to scale, for all facades of any building with proposed and existing attached signage; W\--N Master sign plan for shopping centers and office parks, to include all signs; Site data table, to include how all proposed signs (existing and new, name each one with a title) meet code requirements, with a calculation worksheet; and Number, type, location and surface area of all existing signs on the same property and or building on which the sign is to be located. E. SITE PLAN SUBMITTAL REQUIREMENTS: (Code Section 4 -1008 & Section 4 -202) 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; Footprint and size of all buildings and structures; All required five -foot setbacks as measured from property line; All existing and proposed points of access; All required sight triangles; Location of all public and private easements and street rights -of -way within and adjacent to the site; Location of all existing and proposed sidewalks; Lot frontage on all rights -of -way; Location with labels of all freestanding (including directional) signs proposed and existing (indicate whether to be removed); Location with labels of all attached signs, proposed and existing (indicate whether to be removed); Show all property lines; Identification of water courses, wetlands, tree masses and specimen trees, including description and location of under story, ground cover vegetation and wildlife habitats or other environmental unique areas; Sight visibility triangles shown and labeled; Location of all proposed landscape material including size and species; Land areas expressed in square feet and acres; and Location of the sign in relation to property lines, public rights -of -way, easements, buildings and other signs on the property. Page 2 of 6 — Comprehensive Sign Program Application — City of Clearwater F. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 1807.C) Signage proposed as part of a Comprehensive Sign Program may deviate from the minimum sign standards in terms of numbers of signs per business and/or parcel of land, maximum area of sign face per parcel of land and the total area of sign faces per business or parcel of land, subject to compliance with the flexibility criteria outlined below. As part of the program, all sign types shall be reviewed for the business and/or the development parcel to achieve compliance in so far as possible with these current regulations. A master sign program for shopping centers, including all out parcels, and office complexes shall include all types of signs for all tenants /uses within the development parcel. These will be reviewed as a Comprehensive Sign Program application. All existing and proposed signs must be architecturally integrated into the design of the building and /or site using similar and coordinated design and style features, materials and colors, etc. Attached signs shall be horizontally and vertically proportionate /y located on each fagade with no protrusions above rooflines, over windows, trim, cornices or other building features. Provide complete responses to the COMPREHENSIVE SIGN PROGRAM CRITERIA including how the criteria are met: Architectural Theme. How is the design, character, location and /or materials of all signs proposed in the comprehensive sign program demonstrably more attractive than signs otherwise permitted on the parcel proposed for development under the minimum signs standards? Additionally, demonstrate how the proposed signage improves the community character. Further, explain how all signs are architecturally integrated into /with the design of the building and /or site using similar and coordinated design features, materials and colors, etc. i he S.c 0-,i 4 rc �4k - ev+ our le{ en c<cz j-ie� -fO ow 4,'N7 JV:I& - - Ctll1'L , $LupLS G.n" r�*vfa f 5f4�vl�. SiSA6%? F•v elwc,i,b,U .`S VS b �Gncc Jv�I�,l,y ir�cyc 4nC tb it- C"St'"5 VlOcshbv I'll CJ S1( .1,,;1C, C ct,^c ckc ie 5ICA ,ucll OT b'. )Cf,rhy ar`� r k-'kqcs i J-v 'q5 9"Sl,c' F,14Ln 4 -1 WW >1of yo (r.,t Orc rly. 2. Height. Describe how the height of all freestanding signs proposed through the Comprehensive Sign Program relate to / O the design of the sign and not exceed 14 feet in height? Sc} ry &%fs riot exL eL )Hr i , k u .q k H . c- Ae-5 , � ,v i S ,U S % ^ 5 Cel to r3 o., L V 4 — 3. Total Area of Sign Faces. Height, Area, Number and Location of Signs. The height, area, number and location of signs permitted through the Comprehensive Sign Program shall be determined based on the criteria below. Overall size of site: What is the distance in linear feet, from the building setback line to the sign location? What is the frontage in linear feet? What is the proposed use? What is the size of the buildings (in square feet) on site? How do pedestrians and motor vehicles access the site? Describe pedestrian and motor vehicular site and roadway visibility Describe the intended traffic circulation pattern: What is the hierarchy of signage? 4. Elimination of Unattractive Signage. How does the signage proposed result in the elimination of existing unattractive signage or result in an improvement to the appearance of the parcel proposed for development in comparison to signs otherwise permitted under the minimum sign standards? Page 3 of 6 — Comprehensive Sign Program Application — City of Clearwater Special Area or Scenic Corridor Plan. If the signage proposed is located in the Downtown (D) or Tourist (T) district explain how the proposed signage is consistent with the appropriate adopted design guidelines. NIA Questions on the application? For any questions please call the City of Clearwater Planning Department at 562 -4567. Page 4 of 6 — Comprehensive Sign Program Application — City of Clearwater Comprehensive Sign Program Proposed Sign Summary Provide all information please Address Sign Type Or unit # as�� sT- V"" - ,iion, ISO - w��` 1�1,,o, - Piz", w4 iol� N�r� rCi�4hbiy - iUC"j ht (ftl* 'fffreesbrCing ' fr 3 -� I Length Width Area (ft) (ft) (sq ft) 11 7& 4 - y0 by )1 '- 7 '�-" APO, o 0 Page 5 of 6 — Comprehensive Sign Program Application — City of Clearwater �K CITY OF CLEARWATER -�! a AFFIDAVIT TO AUTHORIZE AGENT _ PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2n'FLOOR PHONE (727) 562 -4567 FAX (727) 562 -4865 Terry M. Hasley �j�/%� ����li 71�1- 1. That (I am /we are) the owner(s) and record title holder(s) of the following described property: 2560 Enterprise Road East, Clearwater FL 33759 (dress or General Location 2. That this property constitutes the property for which a request for a: Comprehensive Sign Plan (Nature of request 3. That the undersigned (has /have) appointed and (does /do) appoint Craig Barkley, MD - Urology Specialists of West Florida as (his /their) agents to execute any petitions or other documents necessary to affect such petition; 4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 5. That (1 /we), the undersigned authority, hereby certify that the foregoing is true and correct. E "Yv Notary Public State of Florida Catherine A Brooks Pro rty r o My Commission DD815300 noc Expires 08/17/2012 ope er ......... STATE OF FLORIDA, COUNTY OF PINELLAS BRfore me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this day of uo � personally appeared j Pte{ (`+y } rSSI who having been first duly sworn deposes and says that he /she fully understands the contents of the affidit that he /she signed. Notary Public My Commission Expires: S IPlanninv DepartmentlApplication Forms0evelopment Review12008 Formsl Comprehensive Sign Program Application 2008 draftfinal.doc Page 6 of 6— Comprehensive Sign Program Application — City of Clearwater Worldwide Corporate Identification Sign Design Sign Engineering Site Survey Permit Acquisition Pylon Signs Wall Signs Backlit Awnings Neon Manufacturing Installation Channel Letters Vacuum Forming Digital Sign Design Four color Process Established 1969 THOMAS s�oN a awo cowaNr use. August 6, 2009 City of Clearwater Planning Department Attn: Cate Lee 100 S Myrtle Ave Clearwater, FL 33756 Re: Urology Specialists of West Florida — CSP Application Dear Ms. Lee:: Attached please find the Comprehensive Sign Program Application for our customer, Urology Specialists of West Florida. The building is located at 2560 Enterprise Rd East in Clearwater, FL. We have included in our application the necessary color drawings, building elevations and site plans. The owner has included an affadavit of ownership, and has approved all sign submittals. . Please note that our customer is seeking the CSP to allow for additional height of letters, with the main ID letters being at 28 ", and also releif form overall square footage allowance.of twenty four square feet. I have attached to this letter a form shownig the building square footage, and what percent each sign is for that wall. Thank you for taking the time to review our submittal for the calculation of the sign area and location, as well as site plan, for this proposed Comprehensive Sign Plan for Powell Professional Center. Respectfully, Anthony K Dublo National Account Executive Thomas Sign & Awning Company 4590118 TH AVENUE NORTH • CLEARWATER, FL 33762 • 800 - 526 -3325 • 727 - 573 -7757 • FAX 727 573 0328 Worldwide Corporate Identification Sign Design Sign Engineering Site Survey Permit Acquisition Pylon Signs Wall Signs Backlit Awnings Neon Manufacturing Installation Channel Letters Vacuum Forming Digital Sign Design Four color Process Established 1969 THOMAS S a mill N COW%NY NIC August 6, 2009 City of Clearwater Planning Department Attn: Cate Lee 100 S Myrtle Ave Clearwater, FL 33756 Re: Urology Specialists of West Florida — CSP Application Dear Ms. Lee:: Below find our wall sign calculations for existing facade area versus submitted sign area. North Elevation: 110' -3" x 20' = 2205 square feet. Sign is 40.69 square feet = 1.9% South Elevation: 110' -3" x 20'= 2205 square feet. Sign is 33.58 square feet= 1.5% West Elevation: 62' -3" x 20'= 1245 square feet. Sign is 40.69 square feet = 3.3% East Elevation:: 62' -3" x 20'= 1245 square feet. Sign is 40.69 square feet = 3.3% Respectfully, Anthony K Dublo National Account Executive Thomas Sign & Awning Company VZ t Line Items: Case No CSP2009 -00009 PnvmPnts- Receipt #: 1200900000000005627 Date: 08/17/2009 Tran Code Description Comprehensive Sign Program Revenue Account No 001000000341262000 Line Item Total: 8/17/2009 8:50:40AM Amount Paid 400.00 $400.00 Initials Check No Confirm No How Received Amount Paid Check THOMAS SIGN AND AWNING R_D 9275 CO INC In Person Payment Total: As of June 19, 2009, in accordance with City Ordinance #8025 -09 sec.32.288, all hauling of construction and demoliton debris using open top roll -off containers will need to be coordinated through the City of Clearwater Solid Waste department. For more information, please call 727 - 562 -4920. THIS IS NOT A PERMIT. This is a receipt for an application for a permit. This application will be reviewed and you will be notified as to the outcome of the application. Page I of 1 400.00 $400.00 cReceipt.rpt Lv ,ate a ne 1Y� PLANNING DEPARTMENT September 23, 2009 C I T Y O F C L E A R W A T E R POST OFFICE Box 4748, CLEARWATER, FLORIDA 337594748 MUNICIPAL SERVICES BUILDING, 100 SouTH MYRTLE AvewE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 Tony Dublo National Sales Executive Thomas Sign & Awning Company 4590 118th Ave N Clearwater, FL 33762 RE: Development Order Comprehensive Sign Program— CSP2009- 00009/ 2560 Enterprise Road (Urology Specialists of West Florida). Dear Mr. Dublo: The Planning Staff reviewed your Comprehensive Sign Program application for 2560 Enterprise Road pursuant to Community Development Code Sections 3- 1806.B, 3- 1807.B.2 and 3- 1807.C. The proposed plan includes an increase in the area and number of attached signs and one freestanding sign as follows: 1. One FreestandinjZ monument style non - illuminated sign 49.50 square feet in area at the southeast corner of the parcel. The sign will be located in a twelve square foot landscape area and be five feet six inches in height. The sign face will be white in color with black letters and a graphic with colors to be determined. A portion of the sign structure will be blue PMS# 2925C in color with the address white in color. The sign will read "USWF" with "Urology Specialists of West Florida" directly underneath-, 2. One Attached sign 40.69 square feet in area on the east fagade. The sign will be internally illuminated with channel letters directly mounted to the building. The sign will be brushed aluminum in color with a graphic blue PMS# 2925C in color. The sign will read "USWF" with "Radiation Oncology Center" directly below; and 3. One Attached sign 40.69 square feet in area on the south fagade. The sign will be internally illuminated with channel letters directly mounted to the building. The sign will be brushed aluminum in color with a graphic blue PMS# 2925C in color. The sign will read "USWF" with "Radiation Oncology Center" directly below. The Comprehensive Sign Program has been APPROVED and this letter constitutes a Development Order pursuant to Section 4 -202.E of the Community Development Code. The approval is based on, and must be consistent with the site plans, elevations and drawings dated received on August 17 and September 22, 2009 as described above and subject to the following conditions: �f ToNIA1. F.MP10YMFNT ANTI AFFIRMATIVE AC-MIN F.MMOYFR" Conditions of Approval 1. That any requests which are inconsistent with this approved Comprehensive Sign Program require an amendment to be filed and reviewed and approved by the Planning Department prior to issuance of a building (sign) permit; 2. That no freestanding sign be located within the required sight visibility triangles and within five feet of any property lines; 3. That a minimum of 12 square feet of landscaping be installed and maintained around the base of the freestanding signs; 4. That the address be maintained on the freestanding sign, in accord with Community Development Code Section 3- 1805.S; 5. That upon sign permit submittal, the colors of the symbol on the freestanding sign be submitted; 6. That upon sign permit submittal, a site plan or survey showing the exact location of the freestanding sign be submitted; 7. That upon sign permit submittal, the engineering drawings for the freestanding sign be submitted; and 8. That all other Code requirements /restrictions of Division 18 (Signs) be met, including but not limited to, grand opening banners, window, temporary, construction, sale leasing signs. Pursuant to Section 4 -303, an application for a building (sign) permit shall be made within one (1) year of the date of this Development Order (September 22, 2010). All signs shall be installed and any conditions met within six (6) months of the date of issuance of the initial building (sign) permit. Permitted time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any 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. Should you have any questions, please contact Matthew Jackson, Planner II at (727) 562- 4836 or via e -mail at matthew.jackson @myclearwater.com. incerely, Gina L. Clayton Assistant Planning Director Cc: Mary Jo Weaver, Sign Inspector SAPlanning Department\C D B \Comprehensive Sign Program \Enterprise \Enterprise 2560 - Urology Specialists of West Florida \CSP D.O. Enterprise Road 2560 - MJ.doc 2 USWF CLEARWATER, FL r � C 2' -6" w ?: < I nn� NU`z `nh 'QQ�0uS auu0uZn0 END VIEW TOPVIEW 8' -0" — 8' -0" — FCO USNVF 46VUrology Specialists of West Florida V-6" t v IF 6" 5' -6" �--3" 6" 9' -0" FRONTVIEW END VIEW 1' -6" INSTALLATION ADDRESS 2560 ENTERPRISE RD. DATE 09/09/09 2' -6" CITY STATE CLEARWATER FL MONUMENT SIGN (V SCALE: 3/8 "= 1' -0" ❑APPROVEDASNOTED DATE: TOPVIEW 8' -0" — 8' -0" — FCO USNVF 46VUrology Specialists of West Florida V-6" t v IF 6" 5' -6" �--3" 6" 9' -0" FRONTVIEW END VIEW SQ FT: SIGNAGE = 32.0' MONUMENT = 54.0' THOMAS SIGN & AWNING COMPANY INC. 4590118th AVENUE NORTH 0 CLEARWATER, FLO 33762 800 -526 -3325 • 727 -573 -7757 • FAX 727 -573 -0328 w INSTALLATION ADDRESS 2560 ENTERPRISE RD. DATE 09/09/09 DESIGN NUMBER 46081 E7 MONUMENT OPT #1 CITY STATE CLEARWATER FL � C=) o SNEET OF 1 1 (V CC= ❑APPROVED DATE: ❑APPROVEDASNOTED DATE: ^ � U wLL g� C/-) ca w w SQ FT: SIGNAGE = 32.0' MONUMENT = 54.0' THOMAS SIGN & AWNING COMPANY INC. 4590118th AVENUE NORTH 0 CLEARWATER, FLO 33762 800 -526 -3325 • 727 -573 -7757 • FAX 727 -573 -0328 CLIENT USWF(Urology Specialists of West Florida) INSTALLATION ADDRESS 2560 ENTERPRISE RD. DATE 09/09/09 DESIGN NUMBER 46081 E7 MONUMENT OPT #1 CITY STATE CLEARWATER FL SALES ARTIST REP TD PES SNEET OF 1 1 REVISION t: ADD COLOR SWETO CLADDING, WHITE TO ADDRESS 09 -21 -09 DS1 REVISION 3:X REVISION 4:X ❑APPROVED DATE: ❑APPROVEDASNOTED DATE: REVISION 2:X ❑ REVISE &RESU&MR DATE: t USWF CLEARWATER, FL - 1 7 2' -3" 2' -4" 3' -6" REVERSE LIT LED CHANNEL LETTERS SCALE: 1/2 "= V -0" 6" FCO LAYOUT NON - ILLUMINATED SCALE: 1/2 "= 1' -0" O m �© C ym r :Cc :)c m m � 00 �__ 22' -0" I� 0 14' -6" rn SUPERIMPOSED REVERSE LIT LED CHANNEL LETTERS & FCO NON- ILLUMINATED SCALE: 3/32 " = V -0" 1V-71/2" 9' -8 3/4" 7/8" 62' -3" ► NOTE: PLACE SIGN SO THAT "R "IN RADIATION APPEARS 2 "( + / -) FROM EXIST. METAL CANOPY WHEN LOOKING HEAD ON. EQ. EQ. A SQ FT = 40.69' r. G C � G � � I CL t/ W onQ m ~ Q Q � Q THOMAS SIGN & AWNING COMPANY IN 4590118th AVENUE NORTH* CLEARWATER, FLO 33762 800 - 526 -3325 • 727 - 573 -7757 • FAX 727- 573 -0328 CLIENT USWF(UROLOGY SPECIALISTS of WEST FLORIDA) INSTALLATION ADDRESS 2560 ENTERPRISE RD. DATE 04/03/09 DESIGN NUMBER 46081 D 51 FCO(EAST) OPT #1 CITY STATE CLEARWATER FL SALES ARTIST aEP TD PES SHEET OF 1 1 REVISION I:CHANGETAG LINE, ADD RIBBON, 0422 -09 DSJ REVISION 3: MOVE SIGN. 09 -21 -09 DSJ REVISION 4:X ❑APPROVED DATE: ❑APPROVED AS NOTED DATE: REVISION2 .NOW REVERSE LIT LED CHANNELLETTERS 09/09/09 PES ❑ REVISE &RESUBMIT DATE: USWF 1 1' -7 1 /2" CLEARWATER, FL 9'-8 3/4" QSg T 4 0.6 9' � p 0 I 2' -3" :; I 2' 4" 3'- 6 "-- hW- FW-?L� REVERSE LIT LED CHANNEL LETTERS W N Lu U m Z Lu SCALE: 1/2 "= V -0" Q Q Ice (D Q 6" 75uu0Uv;O FCO LAYOUT NON - ILLUMINATED 9'-4 7/8" - SCALE: 1/2"= V -0" 103'-2" - -_ m CLIENT USWF(Urology Specialists of West Florida) INSTALLATION ADDRESS 2560 ENTERPRISE RD. c DESIGN NUMBER 460816SI FCO OPT #1 CITY STATE CLEARWATER FL T SHEET OF 1 1 TT__ REVISION 3:X REMSIDN4:X ❑APPROVED DATE: ❑APPROVEDASNOTED DATE: REVISION 2: NOW REVERSE CHANNEL LETTER AND FCO 09/09/09 PES ❑ REVISE &RESUBMIT DATE: nnl r O o -� trinj mv SUPERIMPOSED REVERSE LIT LED CHANNEL LETTERS & FCO NON - ILLUMINATED SCALE: 3/32 " = V -0" 22' -0" 16-41/2" THOMAS SIGN & AWNING COMPANY INC. 4590118th AVENUE NORTH* CLEARWATER, FLO 33762 800 - 526 -3325 • 727 - 573 -7757 • FAX 727- 573 -0328 CLIENT USWF(Urology Specialists of West Florida) INSTALLATION ADDRESS 2560 ENTERPRISE RD. DATE 04/03/09 DESIGN NUMBER 460816SI FCO OPT #1 CITY STATE CLEARWATER FL SALES ARTIST REP TD PES SHEET OF 1 1 REVISION 7: CHANGE TAGLINE, ADD RIBBON. 0422 -09 DSJ REVISION 3:X REMSIDN4:X ❑APPROVED DATE: ❑APPROVEDASNOTED DATE: REVISION 2: NOW REVERSE CHANNEL LETTER AND FCO 09/09/09 PES ❑ REVISE &RESUBMIT DATE: V EnCon Services, Inc. Design per 2007 Florida Building Code, 2009 supplement, Section 16 Wind Load ASCE 7 -05 Design Specifications Importance Factor 1 Kzt 1 Exposure Factor B Kd 1 Kz 0.7 V 130 mph GCp -GCpi 1.28 Zone 4, h < 60 Wind Pressure 38.8 (psf) Sign Information per Letter Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. USWF 2272 Jaudon Road 2560 Enterprise Rd. Dover, FL 33527 Clearwater, Florida 813 - 655 -3373 2' -0" FCO Letters F 813 - 655 -9814 Design per 2007 Florida Building Code, 2009 supplement, Section 16 Wind Load ASCE 7 -05 Design Specifications Importance Factor 1 Kzt 1 Exposure Factor B Kd 1 Kz 0.7 V 130 mph GCp -GCpi 1.28 Zone 4, h < 60 Wind Pressure 38.8 (psf) Sign Information per Letter Height 2.00 ft Width 2.00 ft Thickness 0.08 ft Distance grade to top 30 ft Wind Sheer Force 6.20 (lb) Weight of Sign 6 (lb) Total Sheer Force = 8.63 (1 b) Total Tension Force = 155.06 (lb) Combination Tension and 0.64 <1 O.K. Sheer ratio Fastener to be 1/4" stud epoxied into concrete wall structure. 1 -1/2" embedment USE: HILTI HY -20 OR EQUAL ADHESIVE USWF Clearwater 3 -3 fco Itr set Aaron Biedenbach, P.E. FL PE #52949, FL EB 9394 OH PE 60756, OC #01893 KY PE #20281, P #2463 IN PE #PE 19600322 FL CBC #060535, QB #22527 ,r�� /r1II is 2 � . 4► u T pW.. CC . `; C_- '► : T v 8/4/2009 Required Provided Fastener size Nominal 1/4 1/4 Minimum number of fasteners per letter 4 4 Sheer Force per fastener (lb) 2.2 50 Tension Force per fastener (lb) 38.8 1 65 Combination Tension and 0.64 <1 O.K. Sheer ratio Fastener to be 1/4" stud epoxied into concrete wall structure. 1 -1/2" embedment USE: HILTI HY -20 OR EQUAL ADHESIVE USWF Clearwater 3 -3 fco Itr set Aaron Biedenbach, P.E. FL PE #52949, FL EB 9394 OH PE 60756, OC #01893 KY PE #20281, P #2463 IN PE #PE 19600322 FL CBC #060535, QB #22527 ,r�� /r1II is 2 � . 4► u T pW.. CC . `; C_- '► : T v 8/4/2009 RE r-I Efl L x;;09 ASSIGN &'ViNI{�IG fr . • if J � r RE r-I Efl L x;;09 ASSIGN &'ViNI{�IG fr . • if LEGEND R= 1140.00' A- 313.39' PROPOSED LEGEND d 6= 15'45'02' aYD Mµ9 e d -.In R- 1060.00' .+ D�cnax a flnr �•i PFOF CuRe [ °KBE a.9' TO ' ELFMLOCH \ Nc , G<7-19.09- (MiHF.SE lF%6NxG aPAOq CWB NEGNt. 1 \\ \iii �fW Icl E c. W1 - Mt ,mh aLNDF he cwAV ro)MBFaax w.0 e' aIWN Drly. RNCF 7 O rAABER Of PROPo4D FAKING "'+++�\\ s d BFMW° CDNST. T"D AM ' A\ X REMavi R6TxG TP¢ 7 �1 in auz 1 1 +, ^ `F sv4 K D SYMBOL LEGEND ve .> v cT netE lurrsw„ No -n °nn a FrmeonrErnu INOnsxdr m EL ¢ k E1EW.no11 n.E uroaaa �oePaDV. ar, I.l � i v OEwmox i j I +1 .¢ sECmr EXIST. 6' PVC STORM. CONTRACTOR TO FlELD ux rn e1"' LOCATE AND CONNECT WITH ROOF DRAIN o/x mnu aw:reNAD °w,Rp COLLECTIXt PIPE \ Pu // e> ea on a�eEauxuM a CONST. 0 *00, DUIPSTPR RfEaO,u RoxuwEUr Lrvi'I` -DoDE ENCLOSURE PER CITY SPECIFICATIONS. \ \ t.1 av+ni w¢viowcm eaxaatE -E wiD -fifer � ; hex oe �na�N aFNi -sign xNw p ^o• �� �e'1 \ TDE Of / \ b \\ s' r� 9e ^'' ^qs S89-47.07W NORTH LINE OF SECTION 31 -28 -16 549.20' N.E. CORNER Y - - - - -- - -- - - - - -- SECT. 31 -26 -16 R= 1140.00' A- 313.39' d 6= 15'45'02' r V R- 1060.00' A =135.41' • N ~ � G<7-19.09- 1 •% s d VERT. B CDNST. T"D AM ' A\ 7 epx FIT. CURB A� � s // $8'g� � �� ' `N6 •Afl� '� \\ •\ s` ^ / HANGER 8 ` 44' ' �p �e LOUVERED B` CONTROL (T CONST. PAD FOR CT (, +� ♦ e 9.4' CHILLER AND w^ O $ UNAC CHILLER 1 STORY MASONRY 4'+ sea +•• f25eo CONST CONST 7 U RECONSTRUCT 5* CONC. WALK TO MEET ADA GUIDELINES •7f Oh♦ BARRICADE (TYP.) b♦ \ ®A 1 dos M.. :`�� -�. m¢ cvwnr (nP.) / l /Lk000 ,1L�` d "> CONST. REDUCED PRESSURE BFPO / IX WATETER EMAIN / 70 REMAIN , lr V / r V • N ~ � � CP 1 s d VERT. B CDNST. T"D AM ' A\ 7 SILT /- FIT. CURB 1 1 +, ^ ^� S SIGN -'NO PARgNG, FIRE K D NEW WALK TO P ve Oh♦ BARRICADE (TYP.) b♦ \ ®A 1 dos M.. :`�� -�. m¢ cvwnr (nP.) / l /Lk000 ,1L�` d "> CONST. REDUCED PRESSURE BFPO / IX WATETER EMAIN / 70 REMAIN , lr v'\P BE FLUSH WITH \ \ CONST. B'.r NEW ASPHALT CONST. DETECTABLE ENTRANCE ADDITION! � \ OVQiAY 4F )p SI1RFA(I (1YP.) \ BUILDING CANOPY �pO \ OUTLINE CONST. 5- WALL( (PER &D.ti�. \ SPECIFICATIONS) TO CONNECT . TD FASTING WALK ' 8 " CORST. S' STRIPED \ ' CONST. RAMP TO - 0.1 A95 WALKWAY MEET AEA ..�' fines '. 8a. CQRSi. TREE \ g110EUN6 \'ati • � BARI6CAOE 6• @ .r7'' � � �e • CONST FIRE DEPT. CONNECTION \ ill! r (SEE DETAIL). MAINTAIN 7$• CLEARANCE IN FRONT OF AND TD �n4 I�IIIII ++ d �e pS Avo THE SIDES OF APPLIANCE E%ISTING SIGN TO BE RENOV£D AND NEW d SIGN TO BE INSTALLED 5' MIN. FROM G y' r tae r PROPERTY LINE (UNDER SEPARATE PEWIT) \ ` ♦1�veree 5' MIN \ �0 ' PANT OF ,p \y /,�v SERVICE BFPO O aR e; - CONST. SILT e'l. i ^V \ e/ +•J 6,r)� 9. `0. ,R. FENCE (7YPJ \ 9 `� g CONS FIRE -T � HYDRANT \ ✓ � "CONST 39 LF 6' WATER T. R LINE AND NEW VALVE WITH / LEGAL DESCRIPTION: I/ VERT P B & / .. - _ VALVE BOX // \ ® CONSi 6'.0' A TmcI of land lying in the hlorlheaeto of Section 31, Township 28 Soulh, Range 16 East, Pinellas County, Florida, acing me poll aubrly d -il,eal as II I- j Fram the Northeast Corner of 511tbn 31, Tarnehlp 28 South, Range 16 EobL Plnelle, f CIX45T. whim Cvunty. Florida, ae a Pont If Reference, thence 5.8447'07'9., .long the North line of ® / / STOP PER 'd 5actbn 31 for 54920 feat to the Weetery rght of roy line of Vllage Diw, an 65 DETAIL (T(P.) / 80.00 foot 6,M-ef -ray des iMd F O.R. Book 4931, Page 1628, Public Rec.Na of ,aid "µ1.91 - " -J:. -� c`, ca,nty: eaid point having a radial bearing of N.71'12'11 -E., thence old" igM -of -way for tM followi,g !rve (5) toureea: (1) Soulhwsteny along the a a of o �'a careaw to the Northevat. radive 1140.00 feet, -fill angle IY45'02',r orc 313.39 feet to a Pant of Rewrae Corw1- (2) Menee Southeasterly along the arc or a clove 6'V Ory9 ," �' \'� \�'\ F' ✓ j / concave to the Southreal radius 1060.00 feet, antral aNI. of 0719'09', arc 135.41 feet, to the Point or Beginning; (3) then[, continue Southeasterly along said curve mai.e of 1080.00 (esl, central angle 03'45'16 -. arc 69.46 feet, to a Point of Tangency; (4) `� / thence 5.2S2B'28'E. 32.66 feet. to a Pant of Curvature; (5) hence Sautheny along the -�/ / / rc of a curve conww to tlw Wssl. foal;., 50.00 lest, central ongb 86'36'57', arc 75.59 d 'feet. to o point an the N -Im,ly right -al -woy line of Entnpriee Roatl, 0 100 foot \C� e- / right -of -roy described in O.R. 4931. Page 1827, Public Remrtle of Wid County; Wld / Point rung a Point of Revertt Curvature; Inence 5 Ahwe.leny along said right -pi -wy on - / j ln. arc r o verve aonaax. a me Zth -et, adiw 1474.65 feel, central an91. / 0359'54', orc 102.91 fat; thence leaving Wid Ilne N.30'51'23 W., 151.95 feet; lhmae N.62.46'16"E., 157.09 feet to the Point or Beginning. asem Together with 0 -ea Iwwe pedntrian ana hiabr a ent for hgreee a- ogre,. S / recorded in O.R. Book 4688, Page 154 of the Public Record, of Pinellas County, Fbntla, par a 9Wp ,1 land 30.90 fee, ,n wWlh lying W.." of anal aontiguou. to the tdbwing dexribed Ile: Commence t the Northeast c of SWlim 31 Township 26 South Range 16 Eaat v 4825 EAST BAY DRIVE. SUME 21 1 COMMENTS CITY OF CLEARWATER PJL DESIRN: BAB �U�I� & SSOCIATI S CLJJIRWATER. FL 33764 COMMENTS CITY OF CLEARWATER PJL DRAwN. P.1' PN72 122.4CIF51 -7� . 217255 COMMENTS CITY OF CLEARWATER (AUG. 6, 2008) PJL CERTIFICATE OF AUR1pRIZATI0N NAIMBER 26920 REVISION BY C.ICKEB: APC CONSU-- ENGINEERS LAND SURVEYORS LAN. -N- LICENSED BUSINESS NUMBER A t 07 CLEAPWATER Pinellas County; Florida; Iheree 5.6447'07'9., along the North line of a,;d Saalian 31, for 549.21 feet to a Point of Int -lJon with the Westerly right-of -way one of o prapaeed 80.00 loot r-; thence Soulheaaleny along said right -of -way line and the orc of a rw W the left, mtlius 1140.00 feel. arc 255.00 feat and canhal angle o1 1519'07" to the PollL al Beginning of sad line; thence continue along aaitl curve to the left, nial;w 1140.00 feet, orc 46.36 feet and o central angM of 0225'53- to a Paint of Revere Curve; there. along the arc of a wrvw to 1M rght. md.- 1060.00 feel. arc 135.41 feet and a central angle of OT19'09' to the Pant of Term;nalion of Wid fine. AND Together with a non -ex lustre petlolnon rid hiculor -ment for ingrese and e,- r riled ;n O.R. Book 4668, Page 154 of the Public Rxarda of Pinellas County, Florida, doeca strip of land 30.00 feel In whth lying Northerly of old coMfguoue to the following e -d lie: Commen d, t the No,imeet as r of S-r- 31, Township 28 South, Range 16 Eael, P;r=II® Cowdy, Florida; thence 5.8447'07^1., along tM Nakh line of aaitl Socha. 31, for 549.21 (eel to a Point of Int._klon with the Westerly right-of -way line of a proposed too fool road; thence sin mosleM along said rght -ot -woy line and the orc at a - to the left. radio. 1140.00 feel, orc 313.38 feel am a central angle of 15'45'01' to a Point a' R-- Cu -.t., thence along the a o1 a rue to the right. radii.. 1060.00 last, arc 135.41 feet and a central ongb of 0719'09 -; than-, having said fight -o( -way I;ne 5.6246'18'W., for 167.09 feet; thence S.30'S1'23E., for 151.95 feet to a Pant on the Nodlwly right -of -way line of amPoeed County Road 102 Wid Point oleo a4+ng the Paint of Beginning of said line; thence Soulhwevlerly along said rignl -ot -way Nne and Na orc of a e, mdiw 1474.65 lest, arc 37.94 feet and o central ongb of 01'28'27' W a Point of.Tangency, Oeme for 40.00 feet to the Point of Termination of aaitl line. LOCATION MAP N.T.S. N WI 46 taws bs M you c%I 0' 20' 40' IYS THE LAWN ..w 1 -SDO- 432 -4770 9CAiE 1' E0' SITE DATA TABLE: SITE LOCATION: 2560 ENTERPRISE ROAD CLEARWATER. FLORIDA CONTRACTOR: CIVIL EPJGWEER &SURVEYOR: SANDES CONSTRUCTION COMPANY, INC. DEUEL & ASSOCIATES 1368 SPALDING ROAD, SUITE C 4625 EAST BAY DRIVE, SUITE 211 DUNEDIN. FLORIDA. 34698 CLEARWATER. FL 33764 TEL. (727) 733 -5558 (727) 822 -4151 -TEL (727) 821- 7255 -FAX FLOOD ZONE: X - AREA DETERMINED TO BE OUTSIDE OF 500 -YR. FLOOD PLAIN MAP PANEL NO: 121030008BG REVISED MAP: SEPTEMBER 3, 2003 PROJECT SUMMARY & SITE DATA: XI TIN PROPOSED TOTAL BUILDING AREA = 5,790 SF(24.7 %) 5,847 SF(25.0% TOTAL BUILDING (GFA) = 5,790 SF 5,847 SF TOTAL ASPHALT /CONC. /SHELL AREA = 13,215 SF(56.57.) 12,354 SF(52.8% TOTAL IMPERVIOUS AREA = 19,005 SF(81.2 %) 18,201 SF((77.8% TOTAL GREEN AREA = 4,397 SF(18.8 %) 5,201 SF(22,2% TOTAL PROJECT AREA 23,402 SF (0.54 AC) ZONING: C- COMMERCIAL PROPOSED USE: MEDICAL CLINIC I AND 19 : COMMERCIAL GENERAL PJ: 31/28/16/ODODO/110/0200 LOT REOA REM ENTS' O REQUIRED PROPOSED 10,000 SF 23,402 SF LOT WIDTH 100 FT 145± FT FRONT(PJORTHEAST 25 FT 0.1 FT FRONT SOUTHEAST 25 FT 3.0 FT REAR(SOUTHWEST) 10 FT 2.1 FT REAR( NORTHWEST) 10 FT 4.4 FT MAXIMUM LOT COVERAGE (ISR)' 0.95 0.78 INTERIOR GREEN SPACE, 10% OF V.U.A.(11,525SF) = 1,152 SF 345 SF MAXIMUM FLOOR /AREA RATIO: 0.55 0.25 MAXIMUM BUILDING HEIGHT: 25 FT 20 FT NUMBER OF PARKING SPACES: MEDICAL CLINIC: 2 -3 PER 1,000 GFA = 18 SP 19 STANDARD SP NUMBER OF H.C. PARKING SPACES: 19SP = 1 HC 2 HC TOTAL 21 SP SOLID WASTE: DUMPSTER LOCATED ON SITE INDEX OF DRAWING: SHEET SHEET TITLE 1 SITE PLAN 2 DEMOLITION PLAN 3 LANDSCAPE PLAN 4 SPECIFICATIONS 5 CONSTRUCTION DETAILS ,,Z4- oV-4TlON ONCOLOGY DA E:wnAU6US ,2.: SITS' PLAN fiet-Ea VIE ate w x¢vcE srttw SCALE: 1' 20' ,nc enaxers FLORIDA Em ra vrnmeu A oEVUrc AmAVJ¢E eLVar of BRIAN A. BARKER. P.E.. 58728 SHEET N0. 1 OF 5 V / r V • N ~ � � CP 1 s d VERT. B CDNST. T"D AM ' A\ 7 SILT /- FIT. CURB 1 1 +, ^ ^� S SIGN -'NO PARgNG, FIRE K D NEW WALK TO P ve CONST. B'.r NEW ASPHALT CONST. DETECTABLE ENTRANCE ADDITION! � \ OVQiAY 4F )p SI1RFA(I (1YP.) \ BUILDING CANOPY �pO \ OUTLINE CONST. 5- WALL( (PER &D.ti�. \ SPECIFICATIONS) TO CONNECT . TD FASTING WALK ' 8 " CORST. S' STRIPED \ ' CONST. RAMP TO - 0.1 A95 WALKWAY MEET AEA ..�' fines '. 8a. CQRSi. TREE \ g110EUN6 \'ati • � BARI6CAOE 6• @ .r7'' � � �e • CONST FIRE DEPT. CONNECTION \ ill! r (SEE DETAIL). MAINTAIN 7$• CLEARANCE IN FRONT OF AND TD �n4 I�IIIII ++ d �e pS Avo THE SIDES OF APPLIANCE E%ISTING SIGN TO BE RENOV£D AND NEW d SIGN TO BE INSTALLED 5' MIN. FROM G y' r tae r PROPERTY LINE (UNDER SEPARATE PEWIT) \ ` ♦1�veree 5' MIN \ �0 ' PANT OF ,p \y /,�v SERVICE BFPO O aR e; - CONST. SILT e'l. i ^V \ e/ +•J 6,r)� 9. `0. ,R. FENCE (7YPJ \ 9 `� g CONS FIRE -T � HYDRANT \ ✓ � "CONST 39 LF 6' WATER T. R LINE AND NEW VALVE WITH / LEGAL DESCRIPTION: I/ VERT P B & / .. - _ VALVE BOX // \ ® CONSi 6'.0' A TmcI of land lying in the hlorlheaeto of Section 31, Township 28 Soulh, Range 16 East, Pinellas County, Florida, acing me poll aubrly d -il,eal as II I- j Fram the Northeast Corner of 511tbn 31, Tarnehlp 28 South, Range 16 EobL Plnelle, f CIX45T. whim Cvunty. Florida, ae a Pont If Reference, thence 5.8447'07'9., .long the North line of ® / / STOP PER 'd 5actbn 31 for 54920 feat to the Weetery rght of roy line of Vllage Diw, an 65 DETAIL (T(P.) / 80.00 foot 6,M-ef -ray des iMd F O.R. Book 4931, Page 1628, Public Rec.Na of ,aid "µ1.91 - " -J:. -� c`, ca,nty: eaid point having a radial bearing of N.71'12'11 -E., thence old" igM -of -way for tM followi,g !rve (5) toureea: (1) Soulhwsteny along the a a of o �'a careaw to the Northevat. radive 1140.00 feet, -fill angle IY45'02',r orc 313.39 feet to a Pant of Rewrae Corw1- (2) Menee Southeasterly along the arc or a clove 6'V Ory9 ," �' \'� \�'\ F' ✓ j / concave to the Southreal radius 1060.00 feet, antral aNI. of 0719'09', arc 135.41 feet, to the Point or Beginning; (3) then[, continue Southeasterly along said curve mai.e of 1080.00 (esl, central angle 03'45'16 -. arc 69.46 feet, to a Point of Tangency; (4) `� / thence 5.2S2B'28'E. 32.66 feet. to a Pant of Curvature; (5) hence Sautheny along the -�/ / / rc of a curve conww to tlw Wssl. foal;., 50.00 lest, central ongb 86'36'57', arc 75.59 d 'feet. to o point an the N -Im,ly right -al -woy line of Entnpriee Roatl, 0 100 foot \C� e- / right -of -roy described in O.R. 4931. Page 1827, Public Remrtle of Wid County; Wld / Point rung a Point of Revertt Curvature; Inence 5 Ahwe.leny along said right -pi -wy on - / j ln. arc r o verve aonaax. a me Zth -et, adiw 1474.65 feel, central an91. / 0359'54', orc 102.91 fat; thence leaving Wid Ilne N.30'51'23 W., 151.95 feet; lhmae N.62.46'16"E., 157.09 feet to the Point or Beginning. asem Together with 0 -ea Iwwe pedntrian ana hiabr a ent for hgreee a- ogre,. S / recorded in O.R. Book 4688, Page 154 of the Public Record, of Pinellas County, Fbntla, par a 9Wp ,1 land 30.90 fee, ,n wWlh lying W.." of anal aontiguou. to the tdbwing dexribed Ile: Commence t the Northeast c of SWlim 31 Township 26 South Range 16 Eaat v 4825 EAST BAY DRIVE. SUME 21 1 COMMENTS CITY OF CLEARWATER PJL DESIRN: BAB �U�I� & SSOCIATI S CLJJIRWATER. FL 33764 COMMENTS CITY OF CLEARWATER PJL DRAwN. P.1' PN72 122.4CIF51 -7� . 217255 COMMENTS CITY OF CLEARWATER (AUG. 6, 2008) PJL CERTIFICATE OF AUR1pRIZATI0N NAIMBER 26920 REVISION BY C.ICKEB: APC CONSU-- ENGINEERS LAND SURVEYORS LAN. -N- LICENSED BUSINESS NUMBER A t 07 CLEAPWATER Pinellas County; Florida; Iheree 5.6447'07'9., along the North line of a,;d Saalian 31, for 549.21 feet to a Point of Int -lJon with the Westerly right-of -way one of o prapaeed 80.00 loot r-; thence Soulheaaleny along said right -of -way line and the orc of a rw W the left, mtlius 1140.00 feel. arc 255.00 feat and canhal angle o1 1519'07" to the PollL al Beginning of sad line; thence continue along aaitl curve to the left, nial;w 1140.00 feet, orc 46.36 feet and o central angM of 0225'53- to a Paint of Revere Curve; there. along the arc of a wrvw to 1M rght. md.- 1060.00 feel. arc 135.41 feet and a central angle of OT19'09' to the Pant of Term;nalion of Wid fine. AND Together with a non -ex lustre petlolnon rid hiculor -ment for ingrese and e,- r riled ;n O.R. Book 4668, Page 154 of the Public Rxarda of Pinellas County, Florida, doeca strip of land 30.00 feel In whth lying Northerly of old coMfguoue to the following e -d lie: Commen d, t the No,imeet as r of S-r- 31, Township 28 South, Range 16 Eael, P;r=II® Cowdy, Florida; thence 5.8447'07^1., along tM Nakh line of aaitl Socha. 31, for 549.21 (eel to a Point of Int._klon with the Westerly right-of -way line of a proposed too fool road; thence sin mosleM along said rght -ot -woy line and the orc at a - to the left. radio. 1140.00 feel, orc 313.38 feel am a central angle of 15'45'01' to a Point a' R-- Cu -.t., thence along the a o1 a rue to the right. radii.. 1060.00 last, arc 135.41 feet and a central ongb of 0719'09 -; than-, having said fight -o( -way I;ne 5.6246'18'W., for 167.09 feet; thence S.30'S1'23E., for 151.95 feet to a Pant on the Nodlwly right -of -way line of amPoeed County Road 102 Wid Point oleo a4+ng the Paint of Beginning of said line; thence Soulhwevlerly along said rignl -ot -way Nne and Na orc of a e, mdiw 1474.65 lest, arc 37.94 feet and o central ongb of 01'28'27' W a Point of.Tangency, Oeme for 40.00 feet to the Point of Termination of aaitl line. LOCATION MAP N.T.S. N WI 46 taws bs M you c%I 0' 20' 40' IYS THE LAWN ..w 1 -SDO- 432 -4770 9CAiE 1' E0' SITE DATA TABLE: SITE LOCATION: 2560 ENTERPRISE ROAD CLEARWATER. FLORIDA CONTRACTOR: CIVIL EPJGWEER &SURVEYOR: SANDES CONSTRUCTION COMPANY, INC. DEUEL & ASSOCIATES 1368 SPALDING ROAD, SUITE C 4625 EAST BAY DRIVE, SUITE 211 DUNEDIN. FLORIDA. 34698 CLEARWATER. FL 33764 TEL. (727) 733 -5558 (727) 822 -4151 -TEL (727) 821- 7255 -FAX FLOOD ZONE: X - AREA DETERMINED TO BE OUTSIDE OF 500 -YR. FLOOD PLAIN MAP PANEL NO: 121030008BG REVISED MAP: SEPTEMBER 3, 2003 PROJECT SUMMARY & SITE DATA: XI TIN PROPOSED TOTAL BUILDING AREA = 5,790 SF(24.7 %) 5,847 SF(25.0% TOTAL BUILDING (GFA) = 5,790 SF 5,847 SF TOTAL ASPHALT /CONC. /SHELL AREA = 13,215 SF(56.57.) 12,354 SF(52.8% TOTAL IMPERVIOUS AREA = 19,005 SF(81.2 %) 18,201 SF((77.8% TOTAL GREEN AREA = 4,397 SF(18.8 %) 5,201 SF(22,2% TOTAL PROJECT AREA 23,402 SF (0.54 AC) ZONING: C- COMMERCIAL PROPOSED USE: MEDICAL CLINIC I AND 19 : COMMERCIAL GENERAL PJ: 31/28/16/ODODO/110/0200 LOT REOA REM ENTS' O REQUIRED PROPOSED 10,000 SF 23,402 SF LOT WIDTH 100 FT 145± FT FRONT(PJORTHEAST 25 FT 0.1 FT FRONT SOUTHEAST 25 FT 3.0 FT REAR(SOUTHWEST) 10 FT 2.1 FT REAR( NORTHWEST) 10 FT 4.4 FT MAXIMUM LOT COVERAGE (ISR)' 0.95 0.78 INTERIOR GREEN SPACE, 10% OF V.U.A.(11,525SF) = 1,152 SF 345 SF MAXIMUM FLOOR /AREA RATIO: 0.55 0.25 MAXIMUM BUILDING HEIGHT: 25 FT 20 FT NUMBER OF PARKING SPACES: MEDICAL CLINIC: 2 -3 PER 1,000 GFA = 18 SP 19 STANDARD SP NUMBER OF H.C. PARKING SPACES: 19SP = 1 HC 2 HC TOTAL 21 SP SOLID WASTE: DUMPSTER LOCATED ON SITE INDEX OF DRAWING: SHEET SHEET TITLE 1 SITE PLAN 2 DEMOLITION PLAN 3 LANDSCAPE PLAN 4 SPECIFICATIONS 5 CONSTRUCTION DETAILS ,,Z4- oV-4TlON ONCOLOGY DA E:wnAU6US ,2.: SITS' PLAN fiet-Ea VIE ate w x¢vcE srttw SCALE: 1' 20' ,nc enaxers FLORIDA Em ra vrnmeu A oEVUrc AmAVJ¢E eLVar of BRIAN A. BARKER. P.E.. 58728 SHEET N0. 1 OF 5 T. R LINE AND NEW VALVE WITH / LEGAL DESCRIPTION: I/ VERT P B & / .. - _ VALVE BOX // \ ® CONSi 6'.0' A TmcI of land lying in the hlorlheaeto of Section 31, Township 28 Soulh, Range 16 East, Pinellas County, Florida, acing me poll aubrly d -il,eal as II I- j Fram the Northeast Corner of 511tbn 31, Tarnehlp 28 South, Range 16 EobL Plnelle, f CIX45T. whim Cvunty. Florida, ae a Pont If Reference, thence 5.8447'07'9., .long the North line of ® / / STOP PER 'd 5actbn 31 for 54920 feat to the Weetery rght of roy line of Vllage Diw, an 65 DETAIL (T(P.) / 80.00 foot 6,M-ef -ray des iMd F O.R. Book 4931, Page 1628, Public Rec.Na of ,aid "µ1.91 - " -J:. -� c`, ca,nty: eaid point having a radial bearing of N.71'12'11 -E., thence old" igM -of -way for tM followi,g !rve (5) toureea: (1) Soulhwsteny along the a a of o �'a careaw to the Northevat. radive 1140.00 feet, -fill angle IY45'02',r orc 313.39 feet to a Pant of Rewrae Corw1- (2) Menee Southeasterly along the arc or a clove 6'V Ory9 ," �' \'� \�'\ F' ✓ j / concave to the Southreal radius 1060.00 feet, antral aNI. of 0719'09', arc 135.41 feet, to the Point or Beginning; (3) then[, continue Southeasterly along said curve mai.e of 1080.00 (esl, central angle 03'45'16 -. arc 69.46 feet, to a Point of Tangency; (4) `� / thence 5.2S2B'28'E. 32.66 feet. to a Pant of Curvature; (5) hence Sautheny along the -�/ / / rc of a curve conww to tlw Wssl. foal;., 50.00 lest, central ongb 86'36'57', arc 75.59 d 'feet. to o point an the N -Im,ly right -al -woy line of Entnpriee Roatl, 0 100 foot \C� e- / right -of -roy described in O.R. 4931. Page 1827, Public Remrtle of Wid County; Wld / Point rung a Point of Revertt Curvature; Inence 5 Ahwe.leny along said right -pi -wy on - / j ln. arc r o verve aonaax. a me Zth -et, adiw 1474.65 feel, central an91. / 0359'54', orc 102.91 fat; thence leaving Wid Ilne N.30'51'23 W., 151.95 feet; lhmae N.62.46'16"E., 157.09 feet to the Point or Beginning. asem Together with 0 -ea Iwwe pedntrian ana hiabr a ent for hgreee a- ogre,. S / recorded in O.R. Book 4688, Page 154 of the Public Record, of Pinellas County, Fbntla, par a 9Wp ,1 land 30.90 fee, ,n wWlh lying W.." of anal aontiguou. to the tdbwing dexribed Ile: Commence t the Northeast c of SWlim 31 Township 26 South Range 16 Eaat v 4825 EAST BAY DRIVE. SUME 21 1 COMMENTS CITY OF CLEARWATER PJL DESIRN: BAB �U�I� & SSOCIATI S CLJJIRWATER. FL 33764 COMMENTS CITY OF CLEARWATER PJL DRAwN. P.1' PN72 122.4CIF51 -7� . 217255 COMMENTS CITY OF CLEARWATER (AUG. 6, 2008) PJL CERTIFICATE OF AUR1pRIZATI0N NAIMBER 26920 REVISION BY C.ICKEB: APC CONSU-- ENGINEERS LAND SURVEYORS LAN. -N- LICENSED BUSINESS NUMBER A t 07 CLEAPWATER Pinellas County; Florida; Iheree 5.6447'07'9., along the North line of a,;d Saalian 31, for 549.21 feet to a Point of Int -lJon with the Westerly right-of -way one of o prapaeed 80.00 loot r-; thence Soulheaaleny along said right -of -way line and the orc of a rw W the left, mtlius 1140.00 feel. arc 255.00 feat and canhal angle o1 1519'07" to the PollL al Beginning of sad line; thence continue along aaitl curve to the left, nial;w 1140.00 feet, orc 46.36 feet and o central angM of 0225'53- to a Paint of Revere Curve; there. along the arc of a wrvw to 1M rght. md.- 1060.00 feel. arc 135.41 feet and a central angle of OT19'09' to the Pant of Term;nalion of Wid fine. AND Together with a non -ex lustre petlolnon rid hiculor -ment for ingrese and e,- r riled ;n O.R. Book 4668, Page 154 of the Public Rxarda of Pinellas County, Florida, doeca strip of land 30.00 feel In whth lying Northerly of old coMfguoue to the following e -d lie: Commen d, t the No,imeet as r of S-r- 31, Township 28 South, Range 16 Eael, P;r=II® Cowdy, Florida; thence 5.8447'07^1., along tM Nakh line of aaitl Socha. 31, for 549.21 (eel to a Point of Int._klon with the Westerly right-of -way line of a proposed too fool road; thence sin mosleM along said rght -ot -woy line and the orc at a - to the left. radio. 1140.00 feel, orc 313.38 feel am a central angle of 15'45'01' to a Point a' R-- Cu -.t., thence along the a o1 a rue to the right. radii.. 1060.00 last, arc 135.41 feet and a central ongb of 0719'09 -; than-, having said fight -o( -way I;ne 5.6246'18'W., for 167.09 feet; thence S.30'S1'23E., for 151.95 feet to a Pant on the Nodlwly right -of -way line of amPoeed County Road 102 Wid Point oleo a4+ng the Paint of Beginning of said line; thence Soulhwevlerly along said rignl -ot -way Nne and Na orc of a e, mdiw 1474.65 lest, arc 37.94 feet and o central ongb of 01'28'27' W a Point of.Tangency, Oeme for 40.00 feet to the Point of Termination of aaitl line. LOCATION MAP N.T.S. N WI 46 taws bs M you c%I 0' 20' 40' IYS THE LAWN ..w 1 -SDO- 432 -4770 9CAiE 1' E0' SITE DATA TABLE: SITE LOCATION: 2560 ENTERPRISE ROAD CLEARWATER. FLORIDA CONTRACTOR: CIVIL EPJGWEER &SURVEYOR: SANDES CONSTRUCTION COMPANY, INC. DEUEL & ASSOCIATES 1368 SPALDING ROAD, SUITE C 4625 EAST BAY DRIVE, SUITE 211 DUNEDIN. FLORIDA. 34698 CLEARWATER. FL 33764 TEL. (727) 733 -5558 (727) 822 -4151 -TEL (727) 821- 7255 -FAX FLOOD ZONE: X - AREA DETERMINED TO BE OUTSIDE OF 500 -YR. FLOOD PLAIN MAP PANEL NO: 121030008BG REVISED MAP: SEPTEMBER 3, 2003 PROJECT SUMMARY & SITE DATA: XI TIN PROPOSED TOTAL BUILDING AREA = 5,790 SF(24.7 %) 5,847 SF(25.0% TOTAL BUILDING (GFA) = 5,790 SF 5,847 SF TOTAL ASPHALT /CONC. /SHELL AREA = 13,215 SF(56.57.) 12,354 SF(52.8% TOTAL IMPERVIOUS AREA = 19,005 SF(81.2 %) 18,201 SF((77.8% TOTAL GREEN AREA = 4,397 SF(18.8 %) 5,201 SF(22,2% TOTAL PROJECT AREA 23,402 SF (0.54 AC) ZONING: C- COMMERCIAL PROPOSED USE: MEDICAL CLINIC I AND 19 : COMMERCIAL GENERAL PJ: 31/28/16/ODODO/110/0200 LOT REOA REM ENTS' O REQUIRED PROPOSED 10,000 SF 23,402 SF LOT WIDTH 100 FT 145± FT FRONT(PJORTHEAST 25 FT 0.1 FT FRONT SOUTHEAST 25 FT 3.0 FT REAR(SOUTHWEST) 10 FT 2.1 FT REAR( NORTHWEST) 10 FT 4.4 FT MAXIMUM LOT COVERAGE (ISR)' 0.95 0.78 INTERIOR GREEN SPACE, 10% OF V.U.A.(11,525SF) = 1,152 SF 345 SF MAXIMUM FLOOR /AREA RATIO: 0.55 0.25 MAXIMUM BUILDING HEIGHT: 25 FT 20 FT NUMBER OF PARKING SPACES: MEDICAL CLINIC: 2 -3 PER 1,000 GFA = 18 SP 19 STANDARD SP NUMBER OF H.C. PARKING SPACES: 19SP = 1 HC 2 HC TOTAL 21 SP SOLID WASTE: DUMPSTER LOCATED ON SITE INDEX OF DRAWING: SHEET SHEET TITLE 1 SITE PLAN 2 DEMOLITION PLAN 3 LANDSCAPE PLAN 4 SPECIFICATIONS 5 CONSTRUCTION DETAILS ,,Z4- oV-4TlON ONCOLOGY DA E:wnAU6US ,2.: SITS' PLAN fiet-Ea VIE ate w x¢vcE srttw SCALE: 1' 20' ,nc enaxers FLORIDA Em ra vrnmeu A oEVUrc AmAVJ¢E eLVar of BRIAN A. BARKER. P.E.. 58728 SHEET N0. 1 OF 5 v 4825 EAST BAY DRIVE. SUME 21 1 COMMENTS CITY OF CLEARWATER PJL DESIRN: BAB �U�I� & SSOCIATI S CLJJIRWATER. FL 33764 COMMENTS CITY OF CLEARWATER PJL DRAwN. P.1' PN72 122.4CIF51 -7� . 217255 COMMENTS CITY OF CLEARWATER (AUG. 6, 2008) PJL CERTIFICATE OF AUR1pRIZATI0N NAIMBER 26920 REVISION BY C.ICKEB: APC CONSU-- ENGINEERS LAND SURVEYORS LAN. -N- LICENSED BUSINESS NUMBER A t 07 CLEAPWATER Pinellas County; Florida; Iheree 5.6447'07'9., along the North line of a,;d Saalian 31, for 549.21 feet to a Point of Int -lJon with the Westerly right-of -way one of o prapaeed 80.00 loot r-; thence Soulheaaleny along said right -of -way line and the orc of a rw W the left, mtlius 1140.00 feel. arc 255.00 feat and canhal angle o1 1519'07" to the PollL al Beginning of sad line; thence continue along aaitl curve to the left, nial;w 1140.00 feet, orc 46.36 feet and o central angM of 0225'53- to a Paint of Revere Curve; there. along the arc of a wrvw to 1M rght. md.- 1060.00 feel. arc 135.41 feet and a central angle of OT19'09' to the Pant of Term;nalion of Wid fine. AND Together with a non -ex lustre petlolnon rid hiculor -ment for ingrese and e,- r riled ;n O.R. Book 4668, Page 154 of the Public Rxarda of Pinellas County, Florida, doeca strip of land 30.00 feel In whth lying Northerly of old coMfguoue to the following e -d lie: Commen d, t the No,imeet as r of S-r- 31, Township 28 South, Range 16 Eael, P;r=II® Cowdy, Florida; thence 5.8447'07^1., along tM Nakh line of aaitl Socha. 31, for 549.21 (eel to a Point of Int._klon with the Westerly right-of -way line of a proposed too fool road; thence sin mosleM along said rght -ot -woy line and the orc at a - to the left. radio. 1140.00 feel, orc 313.38 feel am a central angle of 15'45'01' to a Point a' R-- Cu -.t., thence along the a o1 a rue to the right. radii.. 1060.00 last, arc 135.41 feet and a central ongb of 0719'09 -; than-, having said fight -o( -way I;ne 5.6246'18'W., for 167.09 feet; thence S.30'S1'23E., for 151.95 feet to a Pant on the Nodlwly right -of -way line of amPoeed County Road 102 Wid Point oleo a4+ng the Paint of Beginning of said line; thence Soulhwevlerly along said rignl -ot -way Nne and Na orc of a e, mdiw 1474.65 lest, arc 37.94 feet and o central ongb of 01'28'27' W a Point of.Tangency, Oeme for 40.00 feet to the Point of Termination of aaitl line. LOCATION MAP N.T.S. N WI 46 taws bs M you c%I 0' 20' 40' IYS THE LAWN ..w 1 -SDO- 432 -4770 9CAiE 1' E0' SITE DATA TABLE: SITE LOCATION: 2560 ENTERPRISE ROAD CLEARWATER. FLORIDA CONTRACTOR: CIVIL EPJGWEER &SURVEYOR: SANDES CONSTRUCTION COMPANY, INC. DEUEL & ASSOCIATES 1368 SPALDING ROAD, SUITE C 4625 EAST BAY DRIVE, SUITE 211 DUNEDIN. FLORIDA. 34698 CLEARWATER. FL 33764 TEL. (727) 733 -5558 (727) 822 -4151 -TEL (727) 821- 7255 -FAX FLOOD ZONE: X - AREA DETERMINED TO BE OUTSIDE OF 500 -YR. FLOOD PLAIN MAP PANEL NO: 121030008BG REVISED MAP: SEPTEMBER 3, 2003 PROJECT SUMMARY & SITE DATA: XI TIN PROPOSED TOTAL BUILDING AREA = 5,790 SF(24.7 %) 5,847 SF(25.0% TOTAL BUILDING (GFA) = 5,790 SF 5,847 SF TOTAL ASPHALT /CONC. /SHELL AREA = 13,215 SF(56.57.) 12,354 SF(52.8% TOTAL IMPERVIOUS AREA = 19,005 SF(81.2 %) 18,201 SF((77.8% TOTAL GREEN AREA = 4,397 SF(18.8 %) 5,201 SF(22,2% TOTAL PROJECT AREA 23,402 SF (0.54 AC) ZONING: C- COMMERCIAL PROPOSED USE: MEDICAL CLINIC I AND 19 : COMMERCIAL GENERAL PJ: 31/28/16/ODODO/110/0200 LOT REOA REM ENTS' O REQUIRED PROPOSED 10,000 SF 23,402 SF LOT WIDTH 100 FT 145± FT FRONT(PJORTHEAST 25 FT 0.1 FT FRONT SOUTHEAST 25 FT 3.0 FT REAR(SOUTHWEST) 10 FT 2.1 FT REAR( NORTHWEST) 10 FT 4.4 FT MAXIMUM LOT COVERAGE (ISR)' 0.95 0.78 INTERIOR GREEN SPACE, 10% OF V.U.A.(11,525SF) = 1,152 SF 345 SF MAXIMUM FLOOR /AREA RATIO: 0.55 0.25 MAXIMUM BUILDING HEIGHT: 25 FT 20 FT NUMBER OF PARKING SPACES: MEDICAL CLINIC: 2 -3 PER 1,000 GFA = 18 SP 19 STANDARD SP NUMBER OF H.C. PARKING SPACES: 19SP = 1 HC 2 HC TOTAL 21 SP SOLID WASTE: DUMPSTER LOCATED ON SITE INDEX OF DRAWING: SHEET SHEET TITLE 1 SITE PLAN 2 DEMOLITION PLAN 3 LANDSCAPE PLAN 4 SPECIFICATIONS 5 CONSTRUCTION DETAILS ,,Z4- oV-4TlON ONCOLOGY DA E:wnAU6US ,2.: SITS' PLAN fiet-Ea VIE ate w x¢vcE srttw SCALE: 1' 20' ,nc enaxers FLORIDA Em ra vrnmeu A oEVUrc AmAVJ¢E eLVar of BRIAN A. BARKER. P.E.. 58728 SHEET N0. 1 OF 5 ,,Z4- oV-4TlON ONCOLOGY DA E:wnAU6US ,2.: SITS' PLAN fiet-Ea VIE ate w x¢vcE srttw SCALE: 1' 20' ,nc enaxers FLORIDA Em ra vrnmeu A oEVUrc AmAVJ¢E eLVar of BRIAN A. BARKER. P.E.. 58728 SHEET N0. 1 OF 5 DELETED PER FLEXIBLE DEVELOPMENT COMMENT5 Cq1YP. FENCE DETAILS Ip�IV HANDICAP PARKING STALL �AZ.00 IA_IW yya3.,y5)•' g.a4 o.�aA nrrJ i ............ iiibi Fl RI VMp ��i a OQ e iiee.eeiGe Gee Nneel e r JJ,�,JJ tr doll RAMP PATTERN DETAIL A2A0 Itira ♦ralolAZm marmiolele ° 4 ° a cevo eve �\ - -mr, rcr �x+ctt ro Mn. m uoanmra�c a. rx .+za u�eruee mnwr c TYP. SIDEWALK DETAIL OVA JACOBY/ FUXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg, PA 15931 T: (814) 472.7620 F: (8 14) 472.7621 © 2m 155UED FOR CODE REVIEW 05108 FLEXIBLE DEVELOPMENT COMMENT5 8122108 Q BUILDING PERMIT COMMENT5 8/2=8 A REVISED PER FLD2008-0720/F152008.09019 ON 9/11/08 x¢n ru«:wu yJ ��,� •-� a y � i N CLEARANCE i > INDICATES INTERIOR LANDSCAPING w� oxn N D05TING 10 - DUSTING CURB TO RPMAI ° et TO RD" , Daw OF NEW I OVERLAY G NEW 4' CONCFM TO PROPERTY U LOCATION FOR NEW WATER METER TIE -IN NEW DOWNSPOUTS WITH �-\ PVC BOOT TO NEW G' 5TORMWATER LANE 1S\✓)s 51DENAlK POIM POUND INNING - CUT (0.26 VALVE BOX, ELECTRIC ENTRANCE AND <. ,OVEP.IAY PAVING j MAINTAIN UNDERGROUND ��� I• ae®r INTO W. E OF 51DEW" r nor oRm _vr mAxom iew+r sren P 4''0 AND 15F5 DK.TOSURF ' HIGH METAL STUD ISM STORM WATER PIPING - fll15H W1TM NEW CONCRETE COLORTOMATCH BUILDING)— LXLSTING U L_� BIDEwuK Urology 5peclalmt5 of West Floncia __— t 5MVALKcoNCRErE . I Cr CtlUfR NEW 4* `, CON5T. DEMCTAME NEW 4' CONCRETE PAD FOR 3CONCRETE PSTLR NEW 4 yBz - -- < 1- --- ---Y SURFACE M.) PAD TRA5H HANDLING AREA # UNAC CHILLER 4'-0' HIGH METAL STUD I MAINTAIN NEW Y AND EIP5 ENCLOSURE (EIP5 RADIATION ONCOLOGY PAYING EDGE orlm v COLOR TO MATCH BULLDING) EXISTING I STORY NEW 4' CONCRETE CONST. 5' CONCRETE WALK MA50NKY BUILDING 51DEWALK i 1•y L I 5.8 T. 5 NH MANHOLE TO CONNECrTO EXISTING WALK CENTER IN CLEARWATER ` a a TYPE (I IBC: TYPE II - B BUSINESS GROUP d I R ' PURE LA NE i 4 OVA JACOBY/ FUXLER ARCHITECTS, PC 805 Rowena Drive Ebensburg, PA 15931 T: (814) 472.7620 F: (8 14) 472.7621 © 2m 155UED FOR CODE REVIEW 05108 FLEXIBLE DEVELOPMENT COMMENT5 8122108 Q BUILDING PERMIT COMMENT5 8/2=8 A REVISED PER FLD2008-0720/F152008.09019 ON 9/11/08 x¢n ru«:wu yJ ��,� •-� a y � i �DD TYP. HANDICAP SIGN DETAIL GT. STORM %'A a JGHnNG NOTE: PROVIDE NEW BITUMINOUS TO REMAIN - 3 WILL BE LOCATED ON THE A5MWT OVERLAY. MTRIPE LOT �•� I•.ra RING 0 lE5 BUILDING. FOLLOWING DWNG PARKING LAYOUT , REINSTALL CONCRETE WHEEL STOP B05T. 51GN TO BE RDAOM AND SIGN BLOCS APL6C NEW OVERLAY PAVING TO HE IN5TAIIELI 5• MIN. FROM rR�PERIY UIJi NNDIM WARATE PERMn) Eb.S CURB � ' TO REMAIN INGRl =59 AND L%,RP55 EASEMENT v 12 I 13 14 1 16 17 18 19 20 21 METING TRAFFIC LIGHTS OX BOOK 4688, PAGES 154 -159 I � EXTENT OF NEW I' OVERLAY TO PROPERTY LINE -- C — 2 EX15T. FlRE GAS AMJN HYDR WATER MAIN O EXIST' MET. WATER METER BOXES ENTERPRISE ROAD n NEW WORK 5TTE PLAN LyCY' ✓�f` J JUNE 5, 2008 A5 5HOWN NEW WORK 51TE PLAN AND NOTE5 A2.00 CLEARANCE i > oxn , evQeama.lmoe +ale e�ualolAO Gass nR re.alale G NEW 4' CONCFM LOCATION FOR NEW WATER METER { 51DENAlK VALVE BOX, ELECTRIC ENTRANCE AND <. ,OVEP.IAY PAVING j ��� I• ae®r 4 r nor oRm _vr mAxom iew+r sren P I GAS SERVICE ENTRANCE - fll15H W1TM NEW CONCRETE �•�• 05-105 U L_� BIDEwuK Urology 5peclalmt5 of West Floncia 5MVALKcoNCRErE . I `, CON5T. DEMCTAME • --- '-- - -- < 1- --- ---Y SURFACE M.) RADIATION ONCOLOGY CONST. 5' CONCRETE WALK TO CONNECrTO EXISTING WALK CENTER IN CLEARWATER a I I 2 3 4 5 6 7 8 All 10 I I ��' ���' I� s, / ,.% FLORIDA MIN AalonrrN'.ID w.vvn I �/% i j /% ROUTeDACCMsB� TE ROUTE • p Map®IN16T 1 ?Aa(M Taz!lao. I I / / ���' BASTING TRPE I � q • I TREES AND 2%0 BrBUTZE ROAD � A �` L--------- - - - - -- - TO REMAIN UND1TUR13ED IN pdcS C NOTE • ALL OlJTD00R l BUFFER ZONE ".) �DD TYP. HANDICAP SIGN DETAIL GT. STORM %'A a JGHnNG NOTE: PROVIDE NEW BITUMINOUS TO REMAIN - 3 WILL BE LOCATED ON THE A5MWT OVERLAY. MTRIPE LOT �•� I•.ra RING 0 lE5 BUILDING. FOLLOWING DWNG PARKING LAYOUT , REINSTALL CONCRETE WHEEL STOP B05T. 51GN TO BE RDAOM AND SIGN BLOCS APL6C NEW OVERLAY PAVING TO HE IN5TAIIELI 5• MIN. FROM rR�PERIY UIJi NNDIM WARATE PERMn) Eb.S CURB � ' TO REMAIN INGRl =59 AND L%,RP55 EASEMENT v 12 I 13 14 1 16 17 18 19 20 21 METING TRAFFIC LIGHTS OX BOOK 4688, PAGES 154 -159 I � EXTENT OF NEW I' OVERLAY TO PROPERTY LINE -- C — 2 EX15T. FlRE GAS AMJN HYDR WATER MAIN O EXIST' MET. WATER METER BOXES ENTERPRISE ROAD n NEW WORK 5TTE PLAN LyCY' ✓�f` J JUNE 5, 2008 A5 5HOWN NEW WORK 51TE PLAN AND NOTE5 A2.00 EnCon Services, Inc. Design per 2007 Florida Building Code, 2009 supplement, Section 16 Wind Load ASCE 7 -05 Design Specifications Importance Factor 1 Kzt 1 Exposure Factor B Kd 1 Kz 0.7 V 130 mph GCp -GCpi 1.28 Zone 4, h < 60 Wind Pressure 38.8 (psf) Sign Information per Letter Sign Design Calculations Job Description PREPARED BY: EnCon Services, Inc. USWF 2272 Jaudon Road 2560 Enterprise Rd. Dover, FL 33527 Clearwater, Florida 813 - 655 -3373 2' -3" FCO Letters F 813 - 655 -9814 Design per 2007 Florida Building Code, 2009 supplement, Section 16 Wind Load ASCE 7 -05 Design Specifications Importance Factor 1 Kzt 1 Exposure Factor B Kd 1 Kz 0.7 V 130 mph GCp -GCpi 1.28 Zone 4, h < 60 Wind Pressure 38.8 (psf) Sign Information per Letter Height 2.25 ft Width 2.25 ft Thickness 0.08 ft Distance grade to to 30 ft Wind Sheer Force 6.98 (lb) Weight of Sign 8 (lb) Total Sheer Force = 10.62 (lb) Total Tension Force = 196.25 (lb) Combination Tension and 0.81 <1 O.K. Sheer ratio Fastener to be 1/4" stud epoxied into concrete wall structure. 1 -1/2" embedment USE: HILTI HY -20 OR EQUAL ADHESIVE Aaron Biedenbach, P.E. FL PE #52949, FL EB 9394 OH PE 60756, OC #01893 KY PE #20281, P #2463 IN PE #PE 19600322 FL CBC #060535, QB #22527 + + -4& t _. � rip' �••`'.•,• ,'• 41 � A, • cab , -i 4'. 20 r, fy`V t1 � 1 e.. 8/4/2009 USWF Clearwater 3 -6 fco Itr set Required Provided Fastener size Nominal 1/4 1/4 Minimum number of fasteners per letter 4 4 Sheer Force per fastener (lb) 2.7 50 Tension Force per fastener (lb) 49.1 1 65 Combination Tension and 0.81 <1 O.K. Sheer ratio Fastener to be 1/4" stud epoxied into concrete wall structure. 1 -1/2" embedment USE: HILTI HY -20 OR EQUAL ADHESIVE Aaron Biedenbach, P.E. FL PE #52949, FL EB 9394 OH PE 60756, OC #01893 KY PE #20281, P #2463 IN PE #PE 19600322 FL CBC #060535, QB #22527 + + -4& t _. � rip' �••`'.•,• ,'• 41 � A, • cab , -i 4'. 20 r, fy`V t1 � 1 e.. 8/4/2009 USWF Clearwater 3 -6 fco Itr set • r r RECEIVED AU',.a 0 5 L�G9 THOMAS SIGN & P.WNING LEGEND PROPOSED LEGEND CON57. 5 WALK (PER A -0.A. r. xu ° i0uxo Irox I1w eNn .+ aI c 10r, a r1a+r 4' ^ ^ "LABfs[ • n[v!,pws�.xC an�s�mry�w rue -eeyf� ME "'n Ar[ M[c 110rnIelt'n _q. NESS BDRW pi LWR r•'C�E. 45'ivaE TNESE [l[v 1- 1. TOP K Cu49 H[rarn. (ME. - rM1W 1-1. cPADD l p ME B C. MMra1W CMCC .WAD �_ rtc QKP erdn, a- aDD6[A�A' d' CNMI UNy Rn,tt �- Mtt rvgt O _ER Dr MoPoYD -Ea- SPACES w parRcubrly d rFR[Ptw[ ow, I rt�rKU X PfVOVi alsnw 111¢ / !:,�, TJ31 oduC c'v (01 OEP IL m ° -side rne�- 'rdtvrat D® DIPNnWn a [rmedWErnH LEGEND - C.EARANCE IN FRONT OF THE SIDES OF APPLIANCE AND TO ' =edluwWfO,nn 1"ImYMBOL P� EX511NG SON TO BE REMOVED AND NEW 'SIGN TO BE INSTALLED 5' WIN. FROM asas I- uaKw an n.ewalwr t ' �!V SERN •` ji l�l Nn �m _ u ' GIST. I• PVC S70RM. CONTRACTOR AND TO FIELD LOCATE AND CONNECT uu4t DAP P°e unasp °O up- =Atm N;-' 4 W IX COLLECTOR PIPE \ ni rKOn pAm r r POPwa,awPWK[ wuuuprt CONST. 8's10' D I ENQOUR PIP, CITY Pvc P u- I�,mNan cDra>&,[ RPE Y' �Qr�" sPEDF1cATIws. ` drys f to o P J \ \ !EF ,RP T. -E a e . w �. IP wu -,w P[1m /( s. N.62'46'18•E.. 157.09 feet to the Point . Beginning. �i n / 0.55 0.25 Together With a lasive pedttWon oM w ou., .-an tar ingreea orb egr -a recorded in O.R. Book 4686, Page 154 of its Pubf Records of Pinellas County. Florida. �A •4°° c� . =' A4 � LOUVER CONTRA S :CL �T4`' o� COMMENTS CITY OF CLEARWATER COMMENTS CITY OF CLEARWATER COMMENTS CRY OF CLEARWATER REMSIQJ S89-47.07W NORTH LINE OF SECTION 31 -28 -16 549,20' N.E. CORNER r - - - -- -- -- -- - - -- --Q!t SECT. 31 -28 -16 \ R- 1140.00' A- 313.39' A- 15.4512' R- 1060.00' •� A- 135.41' \ D- 718'09• 'r as' \;• ^ \ SILT FTNCi \f^ Z_ '\ � 10.0' Cf1NSE. 8• 0'� �,: \ \ UERT. LTIRB j p�' \ L R ROD 'Sn �Y \p$. \�'::- D SUN CONST 4' F a d SIGN RTM PARKING FIRE \ (TV') CON-. WA111 ,C' DFPARIMENT CONNECTION' ` \ 0 pp NEW WALK TO PER NOT 9rECIF1CATIONS i+ �^p BE NAH WIN �°' t D ENTRANCE CONST. ADDITION NEW A�t1ALiF OONST. DE/T�ECTABLE \ 8.1 BJEDNC CANOPY // \ OVFIRAY `Ilea SURFACE O 1 b� UNAC CHILLER I STORY MASONRY CON57. 5 WALK (PER A -0.A. /2560 CONST, \ \ CONST 71 LF 4 f C -900 DR -14 PVCD op ''CP' RECONSTRUCT ADS �•� QAOELINES � \ /ice" '`�•� \ Js J. CONST. TREE ��Fryr BARRICADE (TTP.) / d,• ." OUTLINE �y^ Y CON57. 5 WALK (PER A -0.A. LEGAL DESCRIPTION: i SPELRICATIONS) TO CONNECT' B TO EXISTING WALX • op ''CP' ,� 'mat' �. CONST. 5' STRIPED ,4A`4,s' WALKWAY \ ADO ME.i dsv cohmn". TREE \ t+•.s = = j BARRICADE (TTP.) \� parRcubrly d �' "•�,ss C •. County, Fbdda, m a Paint of RHercned; lhenee S.89'47'07'l., a" the North 91, of CONST. FIRE DEPT. CONNECTION , (SEE DETAIL). NANTNN 7215 65 D t C.EARANCE IN FRONT OF THE SIDES OF APPLIANCE AND TO ' I \7a VB ray P� EX511NG SON TO BE REMOVED AND NEW 'SIGN TO BE INSTALLED 5' WIN. FROM 60 b p� dip C \Z. O ,1P ,� It PROPERLY WE (UNDER SEPARATE PERMIT) S•. WIN h ' �!V SERN •` BFPO O Ot CONST. 4LT °n/ tee^ fy1C' \ /4 ,l cr OVJ o; y FERCE(TWJ e 23,402 SF (0.54 AC) to the Swthwml wdiw 1) t USE MEDICAL CLINIC N;-' 4 / o 4 41 B•1, n �\ \C� P,rJ' / _ FEW \ /� ✓ Y' �Qr�" h/ CONST 39 lF 6• WATER i1 r, m t Ile N rlhe t of 5 tio. 3 T / 4 PfEgO� erry IX WATER METER TO REMAIN �1p Mir 3¢ \ GF PJL DESIGIL gAg '��tl jQ� 4625 O. EAST BAYDRIVE13DfTE211 I>'41>IATION PJL DRAWN: PJL EUEL �1�. SSOCIATES - SmDEl1ELNET7255 �T 6, 2008) PJL SITLi GETZi1FlCATE OF BUSINESS UIVI h1L1N1130i 28920 BY CHECKED: APC CONSULTfVG ENGINEERS LANG SUKVEYORS LINO PiANNERS LJCEN9ID BUSINESS NUMBETtW 10] 1, Ce,,e rp 28 South, Range 16 East. Pinellas County, Fbrldo; 11hane, S,89'47'O7`W_. along 01e North line of said Seattm 31, for 54911 fact to o Point of Inleroscten with the Westerly right -ol -way tins of a proposed 80.00 idol road; thence Southeasterly along said right -ol -way lido and the arc of o to the left, radius 1140.00 lest. arc 265.00 feet and --I ongle of 1319'07' to the Point of esgbn;ng of said lire; then.. Continue 1k N oa'M tuna to the kR. mdi- II.DA0 feet, art 48218 lest and a central ongk If 02'25'53• to I Point at R-- Cunt the- along Oe one of a carom to the rig I. men 1060.00 feeL arc 135.41 test and o elral angle If 0719'09' to the Pa - nt of Terminal',on of said line. MID Together with non- e.hahe Pedestrian and hicubr Coeemenl for Ingress and egress r Corded in O. R. B1ov 4608, Page 154 of 1he Public Records of P;nehee Caurdy, Florida, dsva •big 1I land 30.00 feel in .1011, lying Northery of and - n6qudus to the following r.bad line: Commence It the Northeml comer . Seation 31, Tdwrehip 28 South, Range 16 Foot, Pinellas Couny, Fllridl: I- SAW47'071V., 111.9 the North line of said SMbn 31. tar 54911 fast to a Point of IMenwlion with the Westerly 'ght- f -way One 0 o proposed 80.00 fool rood; thence SoutMpatery along wid right- of -wey Ibe and the arc of ° rve to the left, rod.u. 1140.00 feet, art 313.38 1M and a central angle 1 15'45'01• to o Point of Reverse Curvalum; thenea along the are of a ne w the fight. r,&,, 1D60.00 feet, a c 135.41 test and a control ongk at 0719'08 thence I-ing said right -o( -wry line 5.6746'1 B'l., for 167.09 feel; then- 5.30`51'232.. for 151.95 feet ld I Pan, m the Nclthery r'ght -of -way I;m of Proposed County Rood 102 said Point also Wng the Point of Beginning 11 said I;-: then- Soullweeterly along said rghl -ol -way fine and the - 01 a ne, nti- 1474.55 heat, a c 37.94 feel and o ..trot ongk of 01'28'27• to I Point 11 Tangency. Nenee 55740'10'1., for 40.00 that to the Point of T- minulldo of said fine. LOCATION MAP N.T.S. 7 iii �r SITE DATA TABLE: CO T. 6• K KVUN SAY VALVE MTHI / \ L LEGAL DESCRIPTION: CIVIL ENGINEER k SURVEYOR: VERT, RRR d j °: ' ' C Trost o s / DUNEDIN, FLORIDA, 34698 CONST 8•>m' / A T t+•.s = = j j Tsky -/ F parRcubrly d OUTSIDE OF 500 -YR. FLOOD PLAIN "•�,ss C CONST. WRFFL / C County, Fbdda, m a Paint of RHercned; lhenee S.89'47'07'l., a" the North 91, of 1 r 6 65 D DETAIL (TP.) / 8 80.00 toot .ight -of -ray dascfbed in O.R. Boots 4931, Page 1828, PuNk Rsoo,ds of said P \ t Rif - / 5,790 SF 5,847 SF Canty: said Point homing a (Adel bsadng of N.71*12'11 -E., then, along sold t.° R / V,r r B / c curve c .care to the Nodh -t. radius 1140.00 feel, central angle 15'45'02•, arc 313.39 4,397 SF 18.8. 5,201 SF 22.27. TOTAL PROJECT AREA 23,402 SF (0.54 AC) to the Swthwml wdiw 1) t USE MEDICAL CLINIC LAND USE- COMMERCIAL GENERAL / o t h f �\ \C� P,rJ' / / t of 1 F'.0 I I / drys f to o P J \ \6`r / 25 FT 3.0 FT right -of -way tleecnbetl in O.R. 4931, Poge 1827. Public Redords . wk County: said a e v / 10 FT 4.4 FT Point DOOng a Point . Reverse Curvature: thence Soulhwedlerly along said rigal- of -way o the art f o wive concave to the Southeast. radius 1474.65 feel, cenlrol nqk ° %,r a / / N.62'46'18•E.. 157.09 feet to the Point . Beginning. 1,152 SF 345 SF MAXIMUM FLOOR /AREA RATIO: 0.55 0.25 Together With a lasive pedttWon oM w ou., .-an tar ingreea orb egr -a recorded in O.R. Book 4686, Page 154 of its Pubf Records of Pinellas County. Florida. \ s s > "'/ O Over o sU1P OI land 30.00 feet in riots lying Westerly at antl contiguous to the felbw;ng p- X X d 19SP = 1 HC 21C. deseribad line: C r / 4 PfEgO� erry IX WATER METER TO REMAIN �1p Mir 3¢ \ GF PJL DESIGIL gAg '��tl jQ� 4625 O. EAST BAYDRIVE13DfTE211 I>'41>IATION PJL DRAWN: PJL EUEL �1�. SSOCIATES - SmDEl1ELNET7255 �T 6, 2008) PJL SITLi GETZi1FlCATE OF BUSINESS UIVI h1L1N1130i 28920 BY CHECKED: APC CONSULTfVG ENGINEERS LANG SUKVEYORS LINO PiANNERS LJCEN9ID BUSINESS NUMBETtW 10] 1, Ce,,e rp 28 South, Range 16 East. Pinellas County, Fbrldo; 11hane, S,89'47'O7`W_. along 01e North line of said Seattm 31, for 54911 fact to o Point of Inleroscten with the Westerly right -ol -way tins of a proposed 80.00 idol road; thence Southeasterly along said right -ol -way lido and the arc of o to the left, radius 1140.00 lest. arc 265.00 feet and --I ongle of 1319'07' to the Point of esgbn;ng of said lire; then.. Continue 1k N oa'M tuna to the kR. mdi- II.DA0 feet, art 48218 lest and a central ongk If 02'25'53• to I Point at R-- Cunt the- along Oe one of a carom to the rig I. men 1060.00 feeL arc 135.41 test and o elral angle If 0719'09' to the Pa - nt of Terminal',on of said line. MID Together with non- e.hahe Pedestrian and hicubr Coeemenl for Ingress and egress r Corded in O. R. B1ov 4608, Page 154 of 1he Public Records of P;nehee Caurdy, Florida, dsva •big 1I land 30.00 feel in .1011, lying Northery of and - n6qudus to the following r.bad line: Commence It the Northeml comer . Seation 31, Tdwrehip 28 South, Range 16 Foot, Pinellas Couny, Fllridl: I- SAW47'071V., 111.9 the North line of said SMbn 31. tar 54911 fast to a Point of IMenwlion with the Westerly 'ght- f -way One 0 o proposed 80.00 fool rood; thence SoutMpatery along wid right- of -wey Ibe and the arc of ° rve to the left, rod.u. 1140.00 feet, art 313.38 1M and a central angle 1 15'45'01• to o Point of Reverse Curvalum; thenea along the are of a ne w the fight. r,&,, 1D60.00 feet, a c 135.41 test and a control ongk at 0719'08 thence I-ing said right -o( -wry line 5.6746'1 B'l., for 167.09 feel; then- 5.30`51'232.. for 151.95 feet ld I Pan, m the Nclthery r'ght -of -way I;m of Proposed County Rood 102 said Point also Wng the Point of Beginning 11 said I;-: then- Soullweeterly along said rghl -ol -way fine and the - 01 a ne, nti- 1474.55 heat, a c 37.94 feel and o ..trot ongk of 01'28'27• to I Point 11 Tangency. Nenee 55740'10'1., for 40.00 that to the Point of T- minulldo of said fine. LOCATION MAP N.T.S. 7 iii �r SITE DATA TABLE: SITE LOCATION: 2560 ENTERPRISE ROAD CLEARWATER, FLORIDA CONTRACTOR: CIVIL ENGINEER k SURVEYOR: BANDES CONSTRUCTION COMPANY, INC. DEUEL & ASSOCIATES 1368 SPALDING ROAD, SUITE C 4625 EAST BAY DRIVE, SUITE 211 DUNEDIN, FLORIDA, 34698 CLEARWATER, FL 33764 TEL. (727) 733-5558 (727) 822- 4151 -TEL (727) 821 -7255 -FAX FLOOD ZONE: X - AREA DETERMINED TO BE OUTSIDE OF 500 -YR. FLOOD PLAIN MAP PANEL NO: 12103CO08BG REVISED MAP: SEPTEMBER 3, 2003 PROJECT SUMMARY k SITE DATA: XE ISTNG PROPOSED TOTAL BUILDING AREA = 5,790 SF(24.7•.) 5,847 SF(25.0% TOTAL BUILDING (GFA) = 5,790 SF 5,847 SF TOTAL ASPHALT /CONC. /SHELL AREA = 13,215 SF(56.5%) 12.354 SF(52.8Z TOTAL IMPERVIOUS AREA = 19,005 SF(81.2R) 18,201 SF(77,8R TOTAL GREEN AREA = 4,397 SF 18.8. 5,201 SF 22.27. TOTAL PROJECT AREA 23,402 SF (0.54 AC) 1 W C- COMMERCIAL PROPOSED USE MEDICAL CLINIC LAND USE- COMMERCIAL GENERAL �L 31/28/16/00000/110 /0200 LOT REQUIREMENTS: REQUIRED PROPOSED LOT AREA 10,000 SF 23,402 SF LOT WIDTH 100 FT 145± FT SETBACK RFOt)IRFMFPT'-;- FROIJT(NORTHEAST 25 FT 0.1 FT FROIJT SOUTHEAST 25 FT 3.0 FT REAR( SOUTHWEST) 10 FT 2.1 FT REAR(NORTHWEST) 10 FT 4.4 FT MAXIMUM LOT COVERAGE (ISRI: 0.95 0.78 INTERIOR GREEN SPACE: 107. OF V.U.A.(11,525SF) = 1,152 SF 345 SF MAXIMUM FLOOR /AREA RATIO: 0.55 0.25 MAXIMUM BUILDING HEIGHT: 25 FT 20 FT NUMBER OF PARKING SPACES: MEDICAL CLINIC: 2 -3 PER 1,000 GFA = 18 SP 19 STANDARD SP NUMBER OF H.C. PARKING SPACES: 19SP = 1 HC 21C. TOTAL 21 SP SOLID WASTE: DUMPSTER LOCATED ON SITE INDEX OF DRAWING SHtFFT TITLE 1 SITE PLAN 2 DEMOLITION PLAN 3 LANDSCAPE PLAN 4 SPECIFICATIO145 5 CONSTRUCTION DETAILS ONCOLOGY .e- e-1 hewn Dam - A 1 E < aw WDRy. DRDEH Itu w a,- on er ACwPDOK[ was, RM04 EYM[ .'/; <4er) TPi M ABd,4 PLAN aide rR LL a d w DA1E: AUGUST 12. ° aPD. wK aw[ Nm 6 m m n 6CALE. ,• - 20' v �rpsar,rt P,Dn� RI PPnp a.1W�rtp1w 2[ehtM[W M IraB FLORIDA S ..- P­ 1 BRIM, A. BARKER, P,E., 56726 SHEET 140. 1 OF 5 ONCOLOGY .e- e-1 hewn Dam - A 1 E < aw WDRy. DRDEH Itu w a,- on er ACwPDOK[ was, RM04 EYM[ .'/; <4er) TPi M ABd,4 PLAN aide rR LL a d w DA1E: AUGUST 12. ° aPD. wK aw[ Nm 6 m m n 6CALE. ,• - 20' v �rpsar,rt P,Dn� RI PPnp a.1W�rtp1w 2[ehtM[W M IraB FLORIDA S ..- P­ 1 BRIM, A. BARKER, P,E., 56726 SHEET 140. 1 OF 5 I OVA z� DELETED PER FLEXIBLE DEVELOPMENT COMMENT5 E TYP. FENCE DETAIL5 I A 1 HANDICAP PARKING STALL �y1z- .�,Iys os qA MPJ oeoeoe • ° 'e e;� s°i i e o vase •ee --'k;N ee ee°eee ee e e e nsTax wv7xi� a RAMP PATTERN DETAIL rlanvPgmnlr mxome ° 4 0 ° °4 ceANO eAx � OO�rAQ �IP1fiRM[l0 Nel. eR �Ita�rROQORAi M P1 M06SUIQ Q111p1! TYP. 51DEWALK DETAIL Az.aO wlp - OJK BA6L0'1111D eft mb.epWle lLI1B5 P�yIDq eARGV�v IEpAR 6AY NJQeL�DptelEilpB ei+llP eaa�vw r�INerie Au lcnno i• �r rnvr oErm ruvNl® TAIPIVIm eLf�ReRC leS rx Ps'rn,perc w�. elle A911Wif RA4D e'A4� nw".ARLT 12 eowi PelJao TYP. HANDICAP 51GN DETAIL A2.OD T,i,d W471*0 METAL 5TUD AND 5F5 ENCLOSURE rF5 CIXDR TO MATCH BUILDING) NEW 4' a SIDEWALK - TIE-IN NEW DOWWgoLfI5 WITH PVC HO01 TO NEW 6' 5TORMWATER LINE MAINTAIN UNDERGROUND 5TORM WATER PIPING _ _ _EXISTING PROPERTY UNE — NEW 4' CONCRETE EQUIP PAD UNAC CHILLER EXISTING I STORY MASONRY GUIDING 5,864 50.1T. ®C: TYPE II - B BLANE55 GROUP G NEW 4' CONCRETE I PAD FOR 319 DUMIP5TEK c-0 A TRA5H HANDLING AREA 4'4O HIGH METAL 5TUD AND EIPS ENCLOSURE (IT5 COLOR TO MATCH BUILDING) NEW 4' CONCRETE 510GVALK , N 5 T. MANHOLE P4'd d RRE LANE CLEARANCE LOCATION FOR NEW WATER METER VALVE BOX, ELECTRIC ENTRANCE AND GA5 5ERVICE ENTRANCE I INDICATE5 INFERIOR N LAN05WING N� !rte- v u 2 3 4 5 B All 10 71F7 IBISnNG Re W471*0 METAL 5TUD AND 5F5 ENCLOSURE rF5 CIXDR TO MATCH BUILDING) NEW 4' a SIDEWALK - TIE-IN NEW DOWWgoLfI5 WITH PVC HO01 TO NEW 6' 5TORMWATER LINE MAINTAIN UNDERGROUND 5TORM WATER PIPING _ _ _EXISTING PROPERTY UNE — NEW 4' CONCRETE EQUIP PAD UNAC CHILLER EXISTING I STORY MASONRY GUIDING 5,864 50.1T. ®C: TYPE II - B BLANE55 GROUP G NEW 4' CONCRETE I PAD FOR 319 DUMIP5TEK c-0 A TRA5H HANDLING AREA 4'4O HIGH METAL 5TUD AND EIPS ENCLOSURE (IT5 COLOR TO MATCH BUILDING) NEW 4' CONCRETE 510GVALK , N 5 T. MANHOLE P4'd d RRE LANE CLEARANCE LOCATION FOR NEW WATER METER VALVE BOX, ELECTRIC ENTRANCE AND GA5 5ERVICE ENTRANCE J EXISTING CURG- TO Kr"N INGRESS AND EGRE55 MEMENT - O.R BOOK 4688, PAGE5 154 -159 DOENT OF NEW I' OVERLAY TO PROPERTY LINE M5T. FIRE fhDRANT NEW WORK 51TE PLAN A2A0 aer-lo A II ;fi /!i1 12 13 14 � h 17 18 to l 20 I 21 _ OAS MAIN _ WATER MAIN Df15T. WATER METER BOXE5 _— AY PAVING WITH NEW OWNG TREE JACOBY/TREXLER ARCHITECTS, PC 805 Rowena Dnve Ebensburg, PA 15931 T: (8 14) 472.7620 F.- (8 14) 472.7621 ©— 155UED FOR CODE REVIEW 6/5/08 FLEXIBLE DEVELOPMENT COMMENT5 8 /22/08 BUILDING PERMIT COMMENT5 8128/08 Q REVISED PER FLD20OM72UU2006 -09019 ON 9111108 EXI571NG CURB TOR14m 1` DTTENT OF I OVERLAY TO PROPERTY U PORT NNING- FOUND (0.29 INTO W. E OF SIDEWALK) -I MAINTAIN PAVING El =ffNG a uj !rte- 1 2 3 4 5 B All 10 71F7 I CON5T. DETECTABLE 5URFACE ITYFJ k p�e I STOWd Y�'A To CONNECT CENTER IN CLEARWATER NOTE: ALL OUTDOOR WHnNG NOTE: PROVIDE NEW GTTUMILOUS f0 REMAIN - 5TR=ACC55W ROUTE FLORIDA 3 WILL BE LOCATED ON THE ASPHALT OVERLAY. Rf5TRIPE LOT G CONS N i f5 BULdNG. FOLLOWING COSTING PARKMG LAYOUT FIR51,15TALL CONCRETE WHEEL � BLOM AFTER NEW OVERLAY PAVING J EXISTING CURG- TO Kr"N INGRESS AND EGRE55 MEMENT - O.R BOOK 4688, PAGE5 154 -159 DOENT OF NEW I' OVERLAY TO PROPERTY LINE M5T. FIRE fhDRANT NEW WORK 51TE PLAN A2A0 aer-lo A II ;fi /!i1 12 13 14 � h 17 18 to l 20 I 21 _ OAS MAIN _ WATER MAIN Df15T. WATER METER BOXE5 _— AY PAVING WITH NEW OWNG TREE JACOBY/TREXLER ARCHITECTS, PC 805 Rowena Dnve Ebensburg, PA 15931 T: (8 14) 472.7620 F.- (8 14) 472.7621 ©— 155UED FOR CODE REVIEW 6/5/08 FLEXIBLE DEVELOPMENT COMMENT5 8 /22/08 BUILDING PERMIT COMMENT5 8128/08 Q REVISED PER FLD20OM72UU2006 -09019 ON 9111108 EXI571NG CURB TOR14m 1` DTTENT OF I OVERLAY TO PROPERTY U PORT NNING- FOUND (0.29 INTO W. E OF SIDEWALK) -I MAINTAIN PAVING El =ffNG a uj !rte- O5 0: 51�DEWAIKCONCRETE Urology 5pecaa45t5 of West Floncla CON5T. DETECTABLE 5URFACE ITYFJ RADIATION ONCOLOGY CONSr 5' CONCRETE! WALK To CONNECT CENTER IN CLEARWATER 1905TING WAUC WANT 5TR=ACC55W ROUTE FLORIDA GRA55, TREF5 AND 5HRU55ERY 2560 ENTHiPRiSE ROAD TO REMAIN UND15TURDW IN j CURATE( FLMM' DUFFER ZONE (M.) t >I SIGN TO REMOVED SIGN IISTAF)195 MIN. FROM O11IDBt'SIPA5A' M EX15TING TRAFFIC LIGHT 5U RT Q JUNE 5. 2008 A5 SHOWN NEW WORK 51TE PLAN AND NOTES A2.00 r'I TOTAL SQF 33.58' I PART # USWFFCO27AL ESTIMATE # 66382 I FABRI CATION NOTES 1) 150 "ALUMINUM FCO 2) X 3) X 4) X I 5) X 6) X VINYLCOLOR 1) X 2) X 3) X 4) X 5) X 6) X PAINTCOLORS 1) BLUEPMS #2925C 2) BRUSHED ALUMINUM 3) X 4) X 130 MPH WIND LOAD IMPORTANCE FACTOR 1.0 EXPOSURE B 2007 FLORIDA BUILDING CODE 2009 SUPPLEMENT SECTION 16 WIND LOAD ASCE 7 -05 ENCON SERVICES, INC. AARON BIEDENBACH 2272 JAUDON ROAD DOVER, FL 33527 813 -655 -3373 FLPE #52949, FLEB #9394 EAD� STA EOF '7), ; �r •:��0 t�O� S! 0) o wo M r O a W s O N Np z W 0 ¢ p 0 w W J d d h W 0. yww a ❑ a ❑ rc ❑ J LL Io U) rn D o' w U) of a w z w o w Q N z 5w W J ?i < Z Jw U o o 0 rar NOr > w > W -a 0 LL >N 6 N _ V N m 0 C U LL ) T O O X O 0- � m U) O (D zW 2 i? in N N W J U 1 `i w W D Oz > W w > W K co Z M M z>;jrl aLLri �Lu LL '' ++ V cr ,R W • V 1 Z d 0 Z•� = M a 0" 1` z ^ z� W • Ln N Q M = M r N .- u1 O% O in 00 RECEIVED AUG 0 5 2009 THOMAS SIGN & AWNING , w /I AA w r ^� RECEIVED AUG 0 5 2009 THOMAS SIGN & AWNING , i TOTAL SO 40.69' PART # USWFFCO27AL ` ESTIMATE # 66382 t i FABRICATION NOTES 1) .250 -ALUMINUM FCO 2) X 3) x 4) x I 5) x I 6) x S VINYLCOLOR 1) X 2) X 3) x 4) X 5) X 6) X PAINTCOLORS j 1) BLUE PMS q 2925C i 2) X 3) X 4) X i 130 MPH WIND LOAD IMPORTANCE FACTOR 1.0 EXPOSURE B 2007 FLORIDA BUILDING CODE 2009 SUPPLEMENT SECTION 16 WIND LOAD ASCE 7 -05 ENCON SERVICES, INC. AARON BIEDENBACH 2272 JAUDON ROAD DOVER, FL 33527 813 -655 -3373 FLPE #52949, FLEB #9394 tft�rfff� K�_ f -o ;VSTATE OF • • I 0) LL� O O M n o I r-� a i i O N U) w w i p o a a o z m N � a w w p N M K K i w a a w ❑ ❑ ❑ u- LL : a 1 N 1 w i U) a w i z w o w N � Z F w w 26 i 5 0 0 Uo U) og w w � a `o LL o 0 ) LL ? O O d j U a c) U3 o o � co o zW t z (7 m y w w Nm J W J w w C U 02 w w � 00 � N u ? M O L >; M 4% C Z J L Q LL n r! Ll C a Q N W n D 0 X X W Z V N z•� = M aCC Ln o� ad Z N Z (� Z t LL! Lin N Q N = M M tb N � r En O V RECEIVED AUG 0 5 2'�9 THOMAS SIGN & AWNING ��eJ lam. 4 �. J• e.. f.