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CSP2011-09024
Clearwater Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727 - 562 -4567 Fax: 727-562-4865 ❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT ONE (1) COPY OF THE FOLDED PLANS (see C, D, & E below) SUBMIT APPLICATION FEE $ 400.00 \ !1 F E #: SGN or CSP E RECEIVED: 1860 GULF TO BAY BLVD CSP2011 -09024 CSP Mc Donalds Zoning: Commercial Atlas #: 289A COMPREHENSIVE SIGN PROGRAM APPLICATION (Revised 06/05/08) PLEASE TYPE OR PRINT- GENERAL PRINCIPLES. The intent of the Comprehensive Sign Program is to provide private property owners and businesses with flexibility to develop innovative, creative and effective signage and to improve the aesthetics of the City of Clearwater. This program provides an alternative to minimum standard signage subject to flexibility criteria, which ensure that signage will not have an adverse impact on the aesthetics, community character and quality of life of the City of Clearwater. A. PROJECT LOCATION: L J� PROJECTADDRESS(ES):_ I '�� 7' 'may ��• -3 -374'S PARCEL NUMBER(S): / j Z 6 C 00 0 Z 30 C` -50 (j B. APPLICANT, PROPERTY OWNER AND /A _GENT INFORMATION: APPLICANT NAME: fiI (- C %I t�( l d 5 l—' r P' APPLICANT EMAIL .Of-2/76' ( hi IG / MAILING ADDRESS: %STATE:-&—ZIP PHONE NUMBER: FAX NUMBER: PROPERTY OWNER(S): i G DC•1'yL- 12S Ct (Must include ALL owners) OWNER(S) EMAIL C r� AGENT NAME: (Contact Person) AGENT EMAIL: r a- -k V t) L �/�' � 1 t'r �t r_Lr7 /: j��!y MAILING ADDRESS: _!132= I y 1 I r L�'�(( �� / ll 7 CITY: .7c1 Y-aSc Z"-- STATE:�ZIP: PHONE NUMBER: 141-6r � - 2-I �� FAX NUMBER: r,ci1 7 T7 I Check if AGENT is Contractor ❑ Sign Contractor Name: _ State License Number: Page 1 of 6 - Comprehensive Sign Program Application - City of Clearwater C. PROOF OF OWNERSHIP AND SURVEY: (Code Section 4- 202.A.5) Ar SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY 1� 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) d SIGN PLANS with the following information (not to exceed 24" x 36 "): All dimensions; 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; 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 panel 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 proportionately located on each facade with no protrusions above roof lines, 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 "h�:' (li'C nDSe`.C! S,C(r1U Ll�_ iS LxvL E?v✓A�7Cr'ci Yu cLV�r.� Qty ���.ti� -I'i; -,- rin..: 4(1% d khd _ L_ e D %. /., l; �.' .. ri �1 Gt,ry a ., ' ; J AI In A R / �� ii:= A �v; :+ k-/P nn: it I' Height. Describe how the height of all freestanding signs proposed through the Comprehensive Sign Program relate to the design of the sign and not exceed 14 feet in height? M- v►k 'd 63 % r 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. 2U Q Overall size of site: J dl 1 �f �Z J F a 0 5 ea-, What is the distance in linear feet, from the building setback line to the sign location? What is the frontage in linear feet? Ckt ,,`Y1fjt b. ' e- — 15b , F What is the proposed use? G LU Ck r-l1� r What is the size of the buildings (in square feet) on site? How do pedestrians and motor vehicles access the site? 15.5 Ik e, Describe pedestrian and motor vehicular site and roadway visibility , Describe the intended traffic circulation pattern: t' 114� t� G �, t'i L i rn N i (. i 11(�a' t1 Yi�U,ktj- flit b (C L What is the hierarchy of signage? �Gn �„ n a�_1Gh �t E�(1 �i C n !L rt v �- �'� Lr� r > f.�i �T ►` v' L �c,t Sr��V1S �-ev�2N.,i- bct�'CA5 I (`�)) l 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 5. 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. AI 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 McDonald's is proposing to renovate our restaurant located at 1860 Gulf to Bay Blvd. Clearwater, Florida. Our goal in this renovation is to provide relevant exterior and interior decor and amenity packages to the restaurant. McDonald's believes that the renovation will strengthen the visual expression of our restaurant, while enhancing our customer experience in our restaurants. We also believe the renovation will further enhance a personal dialogue with our customers and the communities that we're a part of by providing an environment that defines our brand and creates an experience which is relevant to today's customers and our surrounding community. McDonald's understands that customers and communities are redefining what success looks like in a changing world. These customers and communities seek a sense of choice and control. Regarding our new -look building design, our customers and communities have spoken to use saying the following: • The appreciate the new look of our restaurants • The new restaurant design feels like a "restaurant" not a "fast- food" place • They are more comfortable coming into our new look restaurant for a meal In proposing this renovation, McDonald's understands that: • The restaurant industry that McDonald's is a part of is quickly changing from the once traditional quick service restaurant profile, to one which now includes casual dining and artisan market sectors • Communities that surround our restaurants here in Clearwater have built a loyalty that reflects their individual, culture and social orientation McDonald's believes that this renovation is not a challenge, but an opportunity. The building's new -look exterior is a dramatic departure from the double sloped mansard roof look building that McDonald's has built for the past several decades. The proposed building elevations reflect a more "toned- down" exterior facade which uses earth tone paint colors, cultured stone veneers, and a neutralized roofline that eliminates the traditional roof beams. McDonald's feels that we have achieved a building look that is relevant in today's market place. The new look has been well received by our customers and communities where our restaurants are located. We believe that the Gulf to Bay restaurant will be a visually appealing asset to the surrounding community where the restaurant is located. MI.) Comprehensive Sign Program Proposed Sign Summary Provide all information please Address Sign Type Height (ft)* Length Width Area or nit # i * if freestanding (ft) (ft) (sq.ft) f 3 L e d l , ��?rnu,�L. b. t d, -7 Iz [fir i (�a b,4' ,, ly 2 L'r`Y►te, /l�l� i��L�i1jr�u i"� i re ' t,+' µ n ���h /� 1 t 1. � aQr C; its Page 5 of 6 — Comprehensive Sign Program Application — City of Clearwater ra 4 September 12, 2011 RE: MCDONALD'S RESTAURANT 009/0024 1860 Gulf -to -Bay Boulevard Clearwater, FL 33765 McDonald's USA, LLC Florida Region 10150 Highland Manor Drive, Suite 470 Tampa, FL 33610 (813) 630 -9634 (813) 200 -1281 I To whom it may concern: i I hereby authorize The Seyer Group, 7321 Merchant Court, Sarasota, FL, its Agents and Representatives, the right to apply in owner's name for all permits, variances, special use permits, licenses, permissions or other authorization neces0ary for the above - referenced McDonald's Restaurant. Sincerely, McDonald's USA, LLC S9�7�` Stephanie Tyrrell Area Construction Manager Florida Region STATE: FLORIDA COUNTY: HILLSBOROUGH The foregoing instrument was acknowledged before me on September 12, 2008 by Stephanie Tyrrell, of McDonald's Corporation, on behalf of the Corporation,'who is personally known to me and t take,an oath. Jenny I er/ otary lic y :.: JENNY A. JOINER MY COMMISSION R EE 006674 EXPIRES: August 26, 2014 !, • •hd , Bonded Thru Notary Public Undenntten r' STATE: FLORIDA COUNTY: HILLSBOROUGH The foregoing instrument was acknowledged before me on September 12, 2008 by Stephanie Tyrrell, of McDonald's Corporation, on behalf of the Corporation,'who is personally known to me and t take,an oath. Jenny I er/ otary lic CITY OF CLEARWATER AFFIDAVIT TO AUTHORIZE AGENT 'DEPARTMENT 111-ANNIM, Mt, \1(' I P \1, K,I :s fit I j Ito) )(')( \N I'NL F.2" I I-00R (717) " I 1\ , (727) 562-4865 'Name of all properly owners} 1, That (I am/we are) the owner(s) and record title holder(s) of the following described property: r -e.A-V7 r VDt42-" or General 2. That this property constitutes the property for which a request for a: i Nature of request) 3. That the undersigned (has/have) appointed and (does/do) appoint as kh-sPh&0 a(.1eritis) [(�Te mule arly petitioris or other doiLjmants ne, S&Wy !Q 'ifk--':1 SUCh Pefi!&W 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. ,on Y17 P-ope/y Owner Property Owner L14Z, t-b ��/-VL"Sh STATE OF FLORIDA, COUNTY OF MftEi--�, .�Lefore me the undersigned. an officer duly commissioned Florida. on this missioned by the las of the State of day of personally appeared who having been first duly sworn deposes an - d say - s that he /she fully understands the c ntents of the affidavit that he signed. A JOINER R # JENNY A. JOINER My COMMISSION # EE M74 S- F Augu.�, 6 Notary Public EXPIRES: August 26, 201 .4 k -g. Not Put 'c' U puoic underwdlers WNfV Bonded Thru 7NotxY My Commission I .... -------------- 5 Planning ,2 10rehens,v& Sign Progra, Appclfnol 20108 aratthoal doc Page C, c,' 6 - Conioreheris!ve Sign Program City of Clearwater i• FOAM RE 1.1 — Fra, khn Priming Co., '0 —na l,, - 9 0 0 THIS INDENTURE, Made this 8609929 1st day of May 19jifi— v.e.6223 PAGE 376 by and between OTHO H. SMITHER ANTD HELEN A. SMITHER, as trustee of the Helen A. Smither Revocable Trust, as to an undivided 1/2 interest, and OTHO H. SMITHER AND HELEN A. SMITHER, as trustees of the Otho H. Smither Revocable Trust, as to an undivided 1/2 1 terest of the County of Pinellas , in the State of Florida part ies of the first part, and McDONALD' S CORPORATION, d /b /a McDONALD'S CORPORATION, a Delaware Company whose post office address is: McDonald's Plaza, Oak Brook, Illinois of the County of DuPage in the State of Illinois part y of the second part, WIT,NESSETH: That the said part ics of the first part, for and in consideration of the sum of - - - - -- -TEN AND 00/ 100---------------------------------- - - - - -- Dollars, and other valuable considerations, lawful money of the United States of America, to them in hand paid by the said part y of the second part, the receipt whereof is hereby ac- knowledged, have granted, bargained, sold and conveyed to the said part y of the second p;11•t, its successors ixins and assigns forever, all of the following described land in 1111 County, Florida, to -wit: Pinellas That part of the SW 1/4 of the NW 1/4 of Section 13, Township 29 South, Range 15 East, located according to the plat of property of A & W Glads, Inc., recorded in Plat Book 25 on Pages 53 and 54 of the Public Records of Pinellas County, Florida, described as follows: Beginning in the North boundary of Gulf -to -Bay Boulevard, at a point which is 606.81 feet Fast, along said boundary, from its intersection with the West boundary of said SW 1/4 of the NW 1/4 and running thence North 0033'28" West, 150 feet; thence East parallel to said North boundary of Gulf -to -Bay Boulevard, 260 feet; thence South 0033'28" East, 150 feet; and thence West along the North boundary of Gulf -to -Bay Boulevard 260 feet to the point of beginning "Together with all of the Grantor's right, ti t1 and interest in the adjoining streets, highways and right of ways." {� W 03 FH'Sb 15 1`7901 {40 40 41 TOTAL TO HAVE AND TO HOLD the above described premises, with the appurtenances, unto the said part y of the second part, successors irmim and assigns, in fee simple forever. And the said part ies of the first part do hereby covenant with the said part y of the second part that said described property is free from all liens and encumbrances except for taxes and assessments for the year 1986 and subsequent years. And the said part ies of the first part do hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF, the said part ies of the first part ha ve executed this deed under seal on the date aforesaid. Si nY d ealed and deliver (SEAL) i ese of: , Otho . Smither, Tndividual"ly - an —a- as Trustee of the Otho H. Smither Revocable ............5... L`•.. =`�-Q- .. .... _ ......... _ ......... _....... and ... the- Hp1an.- A......Smi.thex...K avo.C.ab.7...OkA 1At -......[l S/ L_... 1. a._.. V... c'!!=.._ .-- .- ._._...ECiL�..GG_2�.u7�ic_� ........_....ISEAL) H len -I Smither, ndivi ually and as This IInstrument ]prepared by: Trustee of the Otho H. Smither Revocai? + and the Helen A. Smither Revocable Trust Exchange Title Company, Inc. ... ........ - .... ......._ . .......................... _ ................. ...... ................. .._ ....... ... 2901 W. Busch Boulevard Suite 108 Tampa, Florida 33618 ...... ._...- - ._._.......... .._........ ._..._ ............._ .................. __ ........ _._.......... ................. _ ... _ .............. _ ............... _........... 01 Cash 11 Ch• Documenia 40 :gc �. a b N Tax Pd. $ ...� 'L . ... q5....... 41 DJ f. L� — Karlce F. �n FangNe Tax Pa 43 lnt _�_^ De Blaker, Cfcrk, f'au•ila5 County B . Deputy Clerk 86 -1404 Totem 1. 08MA86 12.00 [x275.00 [►287.00 CHK Trust Trust r , STATE OF FLORIDA COUNTY OF HILLSBOROUuH j o,R.6223 PbkL 377 I HEREBY CERTIFY, That on this day, before me, an officer duly authorized in the State aforesaid and in the County aforesaid to take acknowledgments, personally appeared Otho H. Smither and Helen A. Smither to me known to be the person s described in and who executed the foregoing instrument, and they acknowledged before m4 that they executed the same as their free act and deed for the uses and purposes therein stated. WITNESS my hand and official seal in the County and State last aforesaid this -lay of n A A. D. 19 86 Rotary Public, State of F a at Large 'Notary Public. State. ot F%Adgtt LOaq¢ My Commission Expires %. CotnmissioRFxptie��id 2g��.lggs;t .�7 CZ 7 —mom After Rai -.ording — d E� Return To .. . NLO - -",�_ CITY O F CLEARWATER n. POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 '9TER��,O'��� TELEPHONE (727) 562 -4567 FAx (727) 562 -4865 PLANNING & DEVELOPMENT March 27, 2012 Email pam @seyergroup.com Pam DeDea The Seyer Group 7321 Merchant Court Sarasota FL, 34240 RE: Development Order, Comprehensive Sign Program — CSP2011- 09024A 1860 Gulf to Bay Blvd. Dear Ms. DeDea: The Planning and Development Department Staff reviewed your Comprehensive Sign Program Amendment application for 1860 Gulf to Bay pursuant to Community Development Code (CDC) Sections 3- 1806.B, 3- 1807.B.2 and 3- 1807.C. The proposed plan includes an increase in the number and area of the freestanding sign as follows: 1. One Freestanding internally illuminated sign 83.7 square feet in area with a total height of 14 feet, 9.3 feet in width, located on the north side of Gulf to Bay Boulevard in a twelve square foot landscaped area. The sign will have a red sign face with the yellow arches logo and below will be three lines of changeable copy with black letters on a yellow background, all surrounded by stucco to match the materials on the building facade with a cap above and an arch below and two stone support that will match the building facade and will have a minimum of 6 inch high address numbers on the stone support structure; Previously approved under CSP2011 -09024 and still applicable to the site: 2. One Attached internally - illuminated channel letter sign 14 square feet in area (1.9 percent of the building facade area) on the east building facade. The sign will be a logo of gold arches attached directly to the building facade (no raceways); and 3. One Attached internally - illuminated channel letter sign 14 square feet in area (1.8 percent of the building facade area) on the north building facade. The sign will be a logo of gold arches attached directly to the building.fagade (no raceways); and M "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER" 4. One Attached internally - illuminated channel letter sign 36 square feet in area (2.3 percent of the building facade area, total of 3.2) on the south building facade. The sign text will read "McDonalds" in white and will be attached directly to the building facade (no raceways). 5. One Attached internally - illuminated channel letter sign 14 square feet in area (0.9 percent of the building facade area, total of 3.2) on the south building facade. The sign will be a logo of gold arches attached directly to the building facade (no raceways); and The Comprehensive Sign Program has been APPROVED and this letter constitutes a Development Order pursuant to CDC Section 4- 202.E. The approval is based on, and must be consistent with, the site plans, elevations and drawings dated received on September 13, January 23, 2011 and March 14, 2012 as described above and subject to the following conditions: 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 and Development Department prior to issuance of a building (sign) permit; 2. That the internal sign lighting for the attached and freestanding signs be controlled by a mechanical timer and be turned off at midnight or whenever the business is closed, whichever is later; 3. 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; 4. That the address be maintained on the freestanding sign, in accord with CDC Section 3- 1806.13.11, 5. That the freestanding sign is set back five feet from the property line and is not located within any required sight visibility triangles; and 6. That a landscaped area, a minimum of 12 square feet in size, is provided and maintained around the freestanding sign. Pursuant to CDC Section 4 -303, an application for a building (sign) permit shall be made within one (1) year of the date of this Development Order (March 27, 2013). 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 Ellen Crandall, Planner II, at (727) 562 -4836 or via e-mail at ellen .crandall@myclearwater.com. Sincerely, Gina Clayton Assistant Planning and Development Director cc: Mary Jo Weaver, Sign Inspector 1 •aro" - i #. PLANNING & DEVELOPMENT Pam DeDea The Seyer Group 7321 Merchant Court Sarasota FL, 34240 CITY OF CLEARWATER POsT OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 MUNIL.IPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562 -4567 FAX (727) 562 -4865 February 8, 2012 Email pam @seyergroup.com RE: Development Order, Comprehensive Sign Program — CSP2011- 09024- 1860 Gulf to Bay Blvd. Dear Ms. DeDea: The Planning and Development Department Staff reviewed your Comprehensive Sign Program application for 1860 Gulf to Bay pursuant to Community Development Code (CDC) Sections 3- 1806.B, 3- 1807.B.2 and 3- 1807.C. The proposed plan includes an increase in the number and area of attached signs as follows: 1. One Attached internally - illuminated channel letter sign 14 square feet in area (1.9 percent of the building facade area) on the east building facade. The sign will be a logo of gold arches attached directly to the building facade (no raceways); and 2. One Attached internally- illuminated channel letter sign 14 square feet in area (1.8 percent of the building fagade area) on the north building fagade. The sign will be a logo of gold arches attached directly to the building facade (no raceways); and 3. One Attached internally - illuminated channel letter sign 36 square feet in area (2.3 percent of the building facade area, total of 3.2) on the south building facade. The sign text will read "McDonalds" in white and will be attached directly to the building facade (no raceways). 4. One Attached internally - illuminated channel letter sign 14 square feet in area (0.9 percent of the building facade area, total of 3.2) on the south building facade. The sign will be a logo of gold arches attached directly to the building facade (no raceways); and The Comprehensive Sign Program has been APPROVED and this letter constitutes a Development Order pursuant to CDC Section 4- 202.E. The approval is based on, and must be consistent with, the site plans, elevations and drawings dated received on September 13, 2011 and January 23, 2012 as described above and subject to the following conditions: Conditions of Approval: 1. That an amendment to this Comprehensive Sign Program be submitted and approved for a new freestanding or monument sign consistent with the overall theme established for the renovated building and this comprehensive sign program. Such amendment shall be approved and the sign be permitted, constructed and installed within 6 months (August 8, 2012) of this approval. "EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION Em PLOYER" 2. 3. 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 and Development Department prior to issuance of a building (sign) permit; 4. That the internal sign lighting for the attached signs be controlled by a mechanical timer and be turned off at midnight or whenever the business is closed, whichever is later; and 5. 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 CDC Section 4 -303, an application for a building (sign) permit shall be made within one (1) year of the date of this Development Order (February 8, 2013). 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 Ellen Crandall, Planner II, at (727) 562 -4836 or via e -mail at ellen .crandall@,myclearwater.com. Sincerely, APL . �PW � Gina Clayton Assistant Planning and Development Director cc: Mary Jo Weaver, Sign Inspector d�poA�a; "F�i CITY OF CLEARWATER s: PLANNING & DBTLOI MEV-r DEPARTMENT POST OFFICE BO 4748, CLF 1RV6A7 -ER, FLORIDA 33%58- 743 =�9j�: ,,.:• G��Q�� MUNICIPAL SERVICES Bu'iLDING, 100 SOUTH MYRTLE ANIEN'l:F., CLEARNKVI ER, FLORIDA 33756 .gTERy�d TELEPHONE (i 27) 562 -4567 F.vx (721/ ) 562-4865 September 15, 2011 PAM DEDEA 7321 MERCHANT CT. SARASOTA, FL 34240 VIA FAX: 7277717047 RE: CSP2011 -09024 -- 1860 GULF TO BAY BLVD -- Letter of Completeness Dear PAM DEDEA: The Planning and Development staff has entered your application into the Department's filing system and assigned the case number: CSP2011- 09024. After a preliminary review of the submitted documents, staff has determined that the application is complete. The Planning and Development Department will review the application for sufficiency by 9/29/2011. If you have any questions, please do not hesitate to contact me at 727 - 562 -4836 or ellen .crandall @myclearwater.com. Sincerely yours, Ellen Crandall PLANNER II 9/15/2011 `e "e` O C°mPle`eness °EQUAL EMPLOYMENT AND AFFIRMAMT ACI70N EMPLOYER" CITY OF CLEARWATER fir, Q. PLANNING S lli V i icxPmu v v UrtP:vzrwry r Pns r OFeld: Box 4748, Ci i aaVa`i r H Roizina 337 >8 -4748 Muvu:».AL lm;w ici:s Bun.rnNC, l00 S�x�iii Mva-nF AVENUE, CLEARV"ATE':a, Fi.o IDA 33756 .ATER.,,a TELEPHONE. (727) 562 -4567 Fax (727) 562 -f776 RECEIPT #: 417359 DATE: 9/13/2011 Line Items: Case No. Tran Code Description Revenue Account No. Amount Paid CSP2011 -09024 CSP Comprehensive Sign Program 001000000341262000 $400.00 Line Item Total: $400.00 Date Method Payor Cashier Check No. Amount Paid 9/13/2011 Check STEPHEN L DEDEA JPEEKE 1076 $400.00 Payment Total: $400.00 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. To view plan review status and inspection results, please visit us online at http://epermit.myclearwater.com 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. Receipt PavmentProcessin EXISTING SIGN & 14 OAK Customer: McDONALD'S Project No: 278068 1 Scale: Dale: 12.20.11 Drawn By: eo Location & Site No: CLEARWATER, FL NNO0482 -4 L 14' -0" 9' -4„ y 5' -3" ?. .`,F_ NEW MANGO PINEAPPLE SMOOTHIE 1860 JM PROPOSED 9' -4" MONUMENT AT 14' OAH Description: EXSISTING SIGN WITH PROPOSED STUCCO BASE Revised: Revised: Revised: Customer Approval: NOTE: Unless specified by customer, all depth of embossing will be determined by Everbrite Engineering or existing customer specifications on file. Coors and graphics on file wi' be used unless otherwise specified by customer. Please read carefully, check appropriate ❑ Sketch OK as is box and fax back to Everbrite: ❑ New sketch required SIGNATURE DATE �'v 1 �� 4v EXISTING SIGN & 14 OATH Customer. McDCNALD'S Project No: 278068 1 Scale: Date: 12.20.11 1 Drawn By: eo Location & Site No: CLEARWATER, FL NNO0482 -4 1Zec'cl t /Zv%l2 PROPOSED SIGN & 12' OAR WITH 8' WIDE STUCCO BASE Description: EXSISTING SIGN I Customer Approval: NOTE: Unless specified by customer, all WITH PROPOSED STUCCO BASE depth of embossing will be determined by Everbrite Engineering or existing customer specifications on file. Colors and graphics on file will be used unless otherwise specified by customer. Please read carefully, check appropriate [I Sketch OK as is Revised: box and fax back to Everbrite: E] New sketch required SIGNATURE DATE Revised: Revised: �v N l--�I EXISTING SIGN @ 14' OAR Customer: MCDONALD'S Project No: 278068 1 Scale: Date: 12.20.11 Drawn By: eo Location & Site No: CLEARWATER, FL NNO0482 -4 14' -0" Ir -- 5' -3" T., ' NEW MANGO PINEAPPLE SMOOTHIE 1860 PROPOSED 9' -4" MONUMENT AT 14'OAH Description: EXSISTING SIGN WITH PROPOSED STUCCO BASE Revised: Revised: Revised: Customer Approval: NOTE. Unless specified by customer, a l depth of embossing will be determined by Everbrite Engineering or existing customer specifications on file. Coors and graphics on fi'e wi' be used unless otherwise specified by customer. Please read careful'y, check appropriate ❑ Sketch OK as is box and fax back to Everbrite: E] New sketch required SIGNATURE DATE EXISTING SI&N & 14' OAH � v �, 6, COPY pvokf 130 - Customer MCDONALD'S Project No 278668 I Scale: Date: 12.20.11 Drawn By: eo Location 6 Site No: CLEARWATER, FL NNO0482 -4 i4'-O- 91-4" =r�sw 1 K V -3" NEW MANGO nINEAPPLE SMOOTHIE PROPOSED SIGN ® 14' OAH WITH $' WIDE STUCCO SASE P—e-c 'c(' r) zv/ ('L Description: EXSISTING SIGN WITH PROPOSED STUCCO BASE Revised: Revised: Revised: Customer Approval: NOTE Unless 30mMod by customer. all depth of ambosskV will be delerminod by Evwbnto Engineennp or existing cusfomw specifications on file. CWors and grapMCs on his wil be used unress othermse spectned by customer. Please read caretuuy, check aWmpriale ❑ Sketch OK as is box and fax track to Evertinte: ❑ New sketch required SIGNATURE DATE Existing Road Sign wl readerboard at 14' OAH wJPole Cover Project Name: "NN00482 Crtylstate: Scale: Not to Scale Date created: 10/11111 ►r Drawn By: EB — - Evert>nte Contact: DYLAN PINKLIS Approved By Date Revised 1011�201111 Evedwite Painted cementious ftnish to match building S m ve or finish to match building A I k-FI.. C0,401 i"aow'wif, vxa r� Md,wrq- =m —,riW -d trod LY cwlMr. all Iro I try, M v!,rp;�rr3. 414'LI by V d -loss G a+t fAIWO 1T v m7 Wxl kl •try Fury- N'MVbas »•, Everbrite, LLC, 315 Marion Ave„ Seth Milvraukee, WI. 131 ;r2 N: 888 -857 -4078 F: 877- 430- `1363 ;ww.everb•ite.ccm o. OIL El 0 04'O <8> E0 <?> Ele—'- F7 -M El o E3 El H Project Name or .- Gulf to Bay Drawn By: EO All ideas, plans arrangements indicated in City/State: Clearwater, FL Everbrite Contact: Dylan Pinkus this drawing are copyrighted and owned by Scale: Not to scale Approved By Everbrite and shall not be reproduced, used by or Date Created: 09/13/11 Date Revised disclosed to any person, firm or corporation for any purpose whatsoever, without written permission. Everbrite 607V - 0 , 'o Wn W > 0-) _J 00 C\J 00 ON LL CD _J O E LD 0 CD co 0 M U - '07 6 CO (/) 2 a- 0 C: OW U (7 U No Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888-857-4078 F: 877-430-7363 www.everbrite.com �1 RECD ELEVa'iOV ° ° °o o — DE, - ■� ° m 00 o C O �91 DRIVE -THRU E_EV4T aV `iil 4.14+' Project Name: Gulf to Bay Drawn By: EO All ideas, plans arrangements indicated in City /State: Clearwater, FL Everbrite Contact: Dylan Pinkus this drawing are copyrighted and owned by Scale: Not to scale Approved By Everbrite and shall not be Date Created: 09/13/11 Date Revised reproduced, used by or disclosed to any person, firm or corporation for any purpose whatsoever, without written permission. Everbrite > Q JM `� N W }* ut Q CO O� N ILL. rn m J O U 1 � D r F C7 T E L O v O N Q, CG I.i CO- 00 (/) C a ° U �U'2N Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com Everbrite 4 PEGASUS AVENUE $g 4 r O is 11111.11 � � i t ❑e �i T c _ _ -III cos r`' a ' #ado s?= I J'Lm I` t -� [T�L Project Name: Gulf to Bay Drawn By: EO All ideas, plans arrangements indicated in City /State: Clearwater, FL Everbrite Contact: Dylan Pinkus this drawing are copyrighted and owned by Scale: Not to scale Approved By Everbrite and shall not be reproduced, used by or Date Created: 09/13/11 Date Revised disclosed to any person, firm or corporation for any purpose whatsoever . without written permission. Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877- 430 -7363 www.everbrite.com 42' 1-13 cm 4a• 2192 cm 42" LED Building Arch 314" thick channel letters painted black w/ McDonald's yetlow reflective vinyl on faces 9'-4" 21 aas om ---- - - fluorescent light fixture 0 &" I 6• Steel columns painted silver 2' 1V_3" 6 "x 6" painted metal tube w/ break feature White ACM (typical) pical®. confirm LCD White ACM (ty confirmation order display 6" APPROACH VIEW PASSING VIEW QTwin Pole Canopy w /COD Everbrite in McD� 1 Of Q Wordmark Fascia m- 0 Welcome Sign Non -Illum ac o. Thaek you for having ' � your pannset readT Window 1 Thank You IZ Window 2 [11 Window Positing Sign Project Name: Gulf to Bay Drawn By: ECI All arrange entsi di arrangements indicated in City /State: Clearwater, FL Everbrite Contact: Maria Matthews this drawing are copyrighted and owned by Scale: Not to scale Approved By Everbrite and shall not be reproduced, used by or Date Created: 09/13/11 Date Revised disclosed to any person, firm or corporation for any purpose whatsoever, without written permission. Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com FP-43 Outdoor Menu Board w/ Flo Adder 0 Existing FP43 -FA Menuboard to remain Everbrite /.3(i-. Y1n) 8's 3/4' thick channel kttars peintatl black vMh "McDOneld's Yebw' reflective vinyl lin on laces D 6" eararlce9 Feet 6^ 6 "1 6' metal tube gsarznl a bar F'eMw —I M D d s 123C 1110" (335.28 <m) 9' -0" Whine ACM(rypi4 6•�• (2)638 an) 1259D8 cm) 1'-0" PASSING VIEW APPROACH VIEW © Welcome Point Gateway Project Name: Gulf to Bay Drawn By: EO All ideas, plans arrangements indicated in City /State: Clearwater, FL Everbrite Contact: Maria Matthews this drawing are copyrighted and owned by Scale: Not to scale Approved By Everbrite and shall not be Date Created: 09/13/11 Date Revised reproduced, used by or disclosed to any person, firm or corporation for any purpose whatsoever, without written permission. Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com Foundations oa 8.7 SQ.FT. 8.7 SQ.FT. 8.7 SOFT. City /State: Clearwater, FL O II 11n TOTAL AeIABLE Scale: Not to scale AREA 34.8 Q.FT. M M. w. 4.a .M 94 DU PAVEMENT SURFACE (GRADE) I I KA 01.00" x 48" LVANIZED CHOR BOLTS 9000 (81x6 VERTICAL REBARS WITH #3 TIES @ 12 O/C 30.00 All ideas, plans arrangements indicated in `} City /State: Clearwater, FL O II 11n ELJ� Scale: Not to scale DETAIL A Date Created: 09/13/11 reproduced, used by or disclosed to any person, SCALE 1 : 8 11.00 m�i se�wproa FIGURE) e��ii co�oun v °'��oP °`Meac wea ARM Everbrite 01.00 NUT 0100 WASHER —01.00 FLAT WASHERS I2 1.5" CONDUIT 1� 1/2 "CONDUIT Project Name: Gulf to Bay All ideas, plans arrangements indicated in City /State: Clearwater, FL this drawing are copyrighted and owned by Scale: Not to scale Everbrite and shall not be Date Created: 09/13/11 reproduced, used by or disclosed to any person, frm or corporation for any purpose whatsoever, without written permission. Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com Foundations r ■ Drive -T nI 5M ■ 1, II�IIIIII IIIIIIIII IIIIIIIII Illi��l 1111111 (8) #6VE WITH W3 —30" DI —A 3/4 "x48" g. Everbrite 10' GALVANIZED ANCHOR BOLTS Project Name: Gulf to Bay All ideas, plans arrangements indicated in City /State: Clearwater, FL this drawing are copyrighted and owned by Scale: Not to scale Everbrite and shall not be Date Created: 09/13/11 reproduced, used by or disclosed to any person, frrn or corporation for any purpose whatsoever, without written permission. Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P:888-857-4078 F:877-430-7363 www.everbrite.com Individual Letterset - LED B front elevation H` ' C�D001ilOCLl °� �w� ...: Everbrite Identity Systems Division Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com > J N m 13 "Hx8' -9"W 17 "Hx11' -11 "W (60,96 jHx 'W Size: 33.02 cm x 266,7 cm 43.18 cm x 335.28 cm .64 cm �—° Q Q T ype: Individual Letterset Individual Letterset Individual Letterset m Illumination: LED LED LED 0-4- N O Electrical: .4 amps .74 amps 1.2 amps .J C D T— ,E Transformer: 1 -AM PEROR AN P90 -30 1 -AM PEROR AN P90 -30 2 -AM PEROR AN P90 -30 N @ 0 (� 0. o m c Ship Weight: 90 lbs. 180 lbs. 250 lbs. � 0�0 U U � N Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com Everbrite National #: 00482 City /State: Clearwater, FL State Site Code: 009 -0024 Everbrite Contacts Account Manager: Dylan Pinkus Dpinkus @everbrite.com 414 - 768 -5449 Customer Service Specialist: Val Ritter vritter @everbrite.com 414 - 768 -5476 Regional Sales Manager: Jessica Schmaelzle jschamelzle @everbrite.com 414 - 768 -5471 Everbrite, LLC, 315 Marion Ave., South Milwaukee, WI, 53172 P: 888 - 857 -4078 F: 877 - 430 -7363 www.everbrite.com Property Appraiser General Infor `ion Page 1 of 4 Interactive Map of this Sales Back to Query New Tax Collector Home Question/Comment about this parcel Query Results Search Page Me- 13- 29 -15- 00000 - 230 -0500 Portability Data Current as of September 01, 2011 Improvement Value _Calculator [ 12:25 pm Friday September 2] Print Radius Search per F.S. 553.844 Ownership/Mailing Address Site Address MC DONALDS CORP 009/0024 Sales ue 1112 C/O VAZQUEZ, JUAN 1860 GULF TO BAY BLVD PO BOX 8589 CLEARWATER 33765 - CLEARWATER FL 33758 -8589 Property Use: 2226 (Fast Food Restaurant - Drive -In, Diner (McDonalds, KFC, Long Living Units: John Silvers, etc.)) 0 [click here to hide] 2011 Legal Description BEG 50 FT N & 606.81 FT E OF SW COR OF NW 1/4 RUN N 150 FT E 260 FT S 150 FT W 260 FT TO POB 2011 Exemptions M File for Homestead Exemption Homestead: No Save- Our -Homes Cap Percentage: 0.00% Non - Homestead 10% Cap: Yes Government: No Institutional: No Agricultural: $0 Historic: $0 2011 Parcel Information 2011 Original Trim Notice Most Recent Conveyance I Sales ComparisoR Comparison Census Trwac]l Evacuation Zonell Plat Book/-P-age 06223/0376 �j Sales ue 1112 103026602 NON EVAC County 2011 Preliminary Value Information Year Save -Our- Just/Market Assessed Value/ County School Municipal Homes cap Value SOH Cap Taxable Value Taxable Value Taxable Value 2011 No $655,000 $655,000 $655,000 $655,000 $655,000 http : / /www.pcpao.org/general.php ?strap = 152913000002300500 9/2/2011 [click here to hide] Value History as Certified (yellow indicates correction on file) Year Save -Our- Just/Market Assessed Value/ County School Municipal Homes Cap Value SOH Cap Taxable Value Taxable Value Taxable Value 2010 No $660,001 $660,000 $660,000 $660,000 $660,000 2009 No $775,000 $775,000 $775,000 $775,000 $775,000 2008 No $915,000 $915,000 $915,000 $915,000 $915,000 2007 No $916,000 $916,000 $916,000 N/A $916,000 2006 No $920,000 $920,000 $920,000 N/A $920,000 2005 No $800,000 $800,000 $800,000 N/A $800,000 2004 No $775,000 $775,000 $775,000 N/A $775,000 2003 No $755,000 $755,000 $755,000 N/A $755,000 2002 No $750,000 $750,000 $750,000 N/A $750,000 2001 No $733,500 $733,500 $733,500 N/A $733,500 2000 No $733,500 $733,500 $733,500 N/A $733,500 1999 No $737,600 $737,600 $737,600 N/A $737,600 http : / /www.pcpao.org/general.php ?strap = 152913000002300500 9/2/2011 Property Appraiser General Infor- `ion Page 2 of 4 1998 No $737,300 $737,300 $737,300 N/A $737,300 1997 No $737,000 $737,000 $737,000 N/A $737,000 1996 No $735,800 $735,800 $735,800 N/A $735,800 2010 Tax Information Ranked Sales See all transactions Click Here for 2010 Tax Bill Tax District: CW Sale Date Book/Page Price Q/U V/I 2010 Final Millage Rate 20.9523 May 1986 06223 / 0376 0 $255,000 U 2010 Est Taxes w/o Cap or Exemptions $13,828.52 A significant change in taxable value may occur when sold due to changes in the market or the removal of exemptions. Click here for more information. 2011 Land Information Seawall: No Frontage: None View: Land Use Land Size Unit Value Units Total Adjustments Adjusted Value Method Drive -In Rest (22) 260x150 13.00 39000.0000 1.0000 $507,000 SF [click here to hide] 2011 Building 1 Structural Elements Back to Top Site Address: 1860 GULF TO BAY BLVD CLEARWATER 33765- Quality: Above Average Square Footage: 3844.00 Foundation: Spread /Mono Footing Floor System: Slab On Grade Exterior Wall: Concrete Blk/Stucco Roof Frame: Bar Joint /Rigid Frame Roof Cover: Blt Up Metal /Gypsum Stories: 1 Living units: 0 Floor Finish: Hard Tile Interior Finish: Dry Wall Fixtures: 12 Year Built: 1995 Effective Age: 16 Cooling: Heat & a Open plot in New Window http : / /www.pcpao.org/general.php ?strap = 152913000002300500 9/2/2011 Pfoperty Appraiser General Infor `ion Cooling Pkg Description Base Canopy(only or loading platform) Page 3 of 4 Building 1 Sub Area Information Building Finished FJ Gross Area Ft2 Factor Effective Ft?, 3,068 3,068 1.00 3,068 I 776 0.25 194 Total Building finished SF: 3,068 Total Gross SF: 3,844 Total Effective SF: 3,262 [click here to hide] 2011 Extra Features Description Value/Unit Units Total NewValue Depreciated Value Year ASPHALT $1.75 10,000.00 $17,500.00 $17,500.00 0 PATIO/DECK $6.00 420.00 $2,520.00 $2,243.00 2006 [click here to hide] Permit Data Permit information is received from the County and Cities. This data may be incomplete and may exclude permits that do not result in field reviews (for example for water heater replacement permits). Any questions regarding permits should be directed to the permitting office in which the structure is located. Permit Number Description I Issue Date Estimated Value BCP2008 -10065 COMMERCIAL A:D:D=l 15 Dec 2008 $55,00 200710181 ASPHALT 04 Mar 2008 $16,90 200607649 HEAT /AIR 27 Sep 2006 $6,80 200601618 CANOPY 21 Feb 2006 j $6,400 200511571 HEAT /AIR 16 Dec 2005 $5,285 tadius ,,:;. feet): 783 erials: 2011 Color ... Transparency: 0.5 f you do not see map, the SVG viewer has not been installed. Click here for information and installation. low to copy and paste a static map using Internet Explorer: Right -click on the map; Select "Copy SVG "; Open a Word c pecial" from Edit menu on toolbar; Select Bitmap, then OK low to copy and paste a static map using Mozilla Firefox: Right -click on the map; Select "This Frame "; Select "Open Fro rom the new window. Click here for http: / /www.pcpao.org/general.php ?strap =l 52913000002300500 9/2/2011 Ploperty Appraiser General Infor `ion Interactive Map Interactive Map of this Sales parcel Query Back to Query New Results Search Tax Collector Home Page http: / /www.pcpao.org/general.php ?strap = 152913000002300500 Page 4 of 4 Question/Comment about this page 9/2/2011 31 14I 12 Lu' 1, COMPREHENSIVE SIGN PROGRAM APPROVAL NEM MANGO CASE # Ak PIEAPPLE SMOOTHIE DO ISSUED &Z ' � 2 SIGNATURE N EXISTING SIGN a Customer: McDONALD'S Project No: 278068 1 Scale: Date: 1220.11 Drawn By: eo Location & Site No: CLEARWATER, FL N NO0482 -4 _ M 0 _ o - _ o 1 iV ��. V i i`. 9=4 1860 U, t -, PROPOSED SIGN @ l4 OAR NEW MANGO PINEAPPLE SMOOTHIE Description: EXISTING SIGN Customer Approval: NOTE: Unless specified by customer, all WITH PROPOSED STUCCO AND depth of embossing will be determined by Everbrite Engineering or MASONRY BASE existing customer specifications on file. Colors and graphics on file will be used unless otherwise specified by customer. Revised: 02.24.12 278068R3 Please read carefully, check appropriate ❑ Sketch OK as is box and fax back to Everbrite: ❑ New sketch required Revised: Revised: SIGNATURE DATE Imp We en OP C T /ARCADE u alJn ELEV. • 15' -3' TA- ARAPET T/ PARAPET/` ELEV. • n' -II' ELEV.. n' -II• C B/ PARAPET BAND B/ PARAPET BAND/` ELEV. • IS' -4" - ELEV.. IS'_4• n BrtFELLl9 ELEV. • 1 -4" N� BRI - ELEV. ♦ 9' -4• - n � i/eLAB Q1� DM GJJJ G REAR ELEVATION COMTItEHENSIVE SIGHT PROGRAM APPROVAL CASE # CgPZoll- oQozq DO ISSUED L $MZ — SIGNATURE Q KEY NOTES: atETK M — - VOER SEPARATE FW"T, O0.0R TO DE KTEAUTMG STIWPES TO MATON PAMGE DX AID IOY' QNell CEJ'+ENrmDUd FMI641 COLOR eSIu1 nOGE . EARTHLY RbSET Ina -10 a - AZTEC shot ItID -b nETK toper. - C0.0R . ALWRAf1 Kle'I i'ETK TO MA- COLG! TTCH DlC101gra MA,eIeK nAT01 ElNDU A1L' Wl CJJIOPT 3iW DY OTHERS(COLOR YELLOW) a Neu Aurae OnNOPT Tm -M DY OTIFRS DRIVE -TI IRU ELEVATION = =Oft YELL= DY iOeoacH Jp(f PIPE DOLLAI®- PAPrtED YELLOW a EMERIOR WMDGIJ ASSBLLT - SEE A30 T�-T . TEMPERED GLASS ECEnBfRTIOUS CQ/TROL JOHT ❑L LK FD(fUE (WALL 8^ -RI0.� - EEF ELEGTPo 4D I! ROC! O_D7D�T . dFPORt eY OnERD - DRIVE -TMeI LLROOW eY READY ACCESS ® -SELF PDCTUPM, I A D OCVM -JoW l� !EE ROCF PLAN AIO EECTIONG a COMIAI MODEL. OPt1ONE. AND da WTN tYD PR?1ECT nNU16t ElCOgBYa4TED MET K - M t- ERA - e�I OPTIONS MCLIDE: _ lro''E• PANEL 14 GF1YE fUAAR CRYEU.PEA a LICJit RXnM lf-,AR T L-1 - !EL CLECtItlCK lJ A«RA�TPGR'IIT. E@@edC�IAOE drF'ORt NOie CN nh DER M6 (WIEIE 'REm eY CODE) 431 >ki M El S�TCNE CHIT T WLSOR SOUIFWEST =STO - METAL LM. - DY OT1ER1 a ALII'tNhl TRELLIS IXe WALL FASCIA LR • LEFT TT LJ T T,ARG4DE EL'-9 T/PARAPET ELEV. • TT' -II• T /ARCADE 'ARAPET BAMD ELE V.. 15' -4' ELLIS.CANOPY AIK ELEV.. 9' -4• T/ WNDOW9 ELEV.. 9' -0• T(EXIST SILL ELEV. • 7' -0• FIELD VERIFY T/SLAB ELEV.. O' -m' OL uD AnICO V nID-WOLL WEEP e OR APPR7rED EONAL SIGNAGE SUPPORT NOTE: SIIDODY FASCIA SIGN W4LL dPPORf6 TO OE ItAK.GD WRN n(DOIIALD'D AIEA CRiSTR1CTICN rwaaoeR Aea coolmearm wrrN eIGN nAratACTUffR U ' c ' +• a ' • ' 4 • • • a nn a•:•r �U Q� U � I SCOTT J. PURDY AR 91676 No. 1102.85 TITLE. NRP REMODEL 18M GULF TO BAY BLVD. CLE'ARWATER. FLORBU ST/SREJ 009 -=4 .0482 011 II -sir, D7fTifil♦ r'A7/u SHEET NO A2.1 9AA�- 0000332776 }4'I'.mv- 11� REAR ELEVATION 11W = I' -0" T/ PARAPET/` B/i1�ELLl9 ELEV.. II'-4' %� DRIVE-TI-IRU ELEVATION KEY NOTES: ❑` �r ��n �`�ALIHHl1 CJ WIMb DT a EJC°ANOIa JONT ppE pDLL.y®- PARffED YELLOW ❑W EXIEPoOR WIOOL MEE y - eFE A3D a q Otl-�mC �9� IMTa L LlfifT FIXIUE (WALL eCG�CEI - eEE o T`D GY MErAL C/JPNG - GOLD! rD MAta eUllDlCwIC MATEItlAL B8iilTlgle OQiT1i�L JONT a b R RCG� ffl- 1T I IX/TORI DY OTLl1•D - a eEE ROMP PLAN N 6EOT UA REdDY KCEEe COnPA!'I nODIL oPIIONE, NID elm WTM I'CD PROIFOT MiM/l�R NEW CEY@fTRIOb FNIeN tU1Ta OOFWW TED METAL Gl4FD DY METAL ERA - ® D L� Fl%lt .11P'y� DOW LIGHT Op11pNe INCl1IpE, OIL E] OTNERe (COLOR YELLOWIW DY O T/e"p' PAWL 24 C•AIYt (COLOR.�CJTYeCAPEL LICMT PI)(,,,Q (PARArET LIGR> - eQ ELECTRCAL � m ePOe'Irt.. =elONdre eurPORT NOTE ON MA% eERNOEM OI m (YHEIE REm DT OOCIV 13i eO N DOLOR DE]LAMN MOCRE OI . EJJ¢fNLY R— 2 ]T13 -Im D - AT2C DIeOC ]fPJ -Im tllU ALJ,'INV1 CANOPY TIE O ePRO -RT-RT LEO.EMTGNE. DOLOR MMIT LEAS MrJei - a MET,eL LETIERPY - eY ol!ERD AL11'INIl1 TIQLLIe ]XG YWLL FAeOIA RL . Rltirt TO LEFT DY orlERe �� GROUT LR - LEFT TO WI T T /ARCADE ELEV.. 19' -3• T)PARAPET ELEV.. T /ARCADE 'AR 1PET BAND ELEV.. 5' -4' ELLIS/GAf10PY AN ELEV.. 9' -4• T/ WNDOW9 ELEV.. V -0• T(EX16T 91LL ELEV.. 7' -0• FIELD VERIFY T/DLAB ELEV.. 0' -0' ub x vN MID -WALL WEEP eQ® OR APPROVED EGIAL 51GNACsE SUPPORT NOTE: WIDODT FA A 6l WALL eta°FPazTe TO DE VIMMDU]TN MrDONA AIEl. CGNeIIVCTION aND ccDImNATeD um+elGN 14VAFAOTVER U c ' W �J , • 8i c— v U e Q • • w >1 - • ' • d z �U Q� SCOTT J. PURDY AR 91876 No. 1102.85 TITLE: MRP REMODEL 1880 OOIF TO BAY BLVD. CLEARWATER. FLORIDA Sf/Sff f 009 -0024 RAT/ 0482 CATE IF�ir 7{616 SHEET NO A2.1 AA- 0003276 :" ry � r /ARCADe ELEV.. 19'-3' T/PARAPET ELEV.. [T-II" B/ PARM'ET BAND BBML ELEV.• V -4' owELEV.. ., C� REAR ELEVATION e1.1 114" = P -m° T/ PARAPET/` ELEV.. n' -u' B /iRELLl9 ELEV.. II'-4' KEY NOTES: FETAL AWNNO - HOER SEPARATE FEIV'fIT, A COLOR TO W ALTS TNG BTFBPES ro FIAtCN PANTGIE OBG ANO 1096 o� u fLIOR CB11lJiN FOOIRE Q . EARTR_Y R1 2 ]T9 -10 C2 . AZTEC eRN.IC TIB -RD El =co- cOLOR . . ALW NUy ALIN FETAL COPHA - COLOIR TO F1ATbi Bl1lRN(pF16 HATERLIL FWTCH ONFIU ALIMNIN uaoPT 3►.0 eY OTIIERB !COLOR YELLOW) NEW ALl!'IHF1 CANOPY TE -eACK pY OTIFAG r2-\ DRIVE -TNRU ELEVATION El✓ AO (G�0.0 YELLZ eY ❑ CggaYaA.tED I�E't( eMVO BY rETK ERA - TAY •B• PANEL U ""-- (COLOR C(TTSCAPEA [j] R>VA. m JOM ❑L LKlIT FI%RIE [WALL BGRI�) -BEE ELECTRICAL ® -BEE Cilm �• W° Wb DQIN LIOMi LR I—ILM fPARYET LK ) - SEE ELECTRICAL PRE OOLLAN - PA WIW YML WE R "�i EL@ffifT WBUFTOR( eY oT1�W1 - BHPe PERtR. BEEOSKl1AOE BLPPORT NOR ON Q EMERIOR LLIDQU A!!@1oLr - !EE t30 T`T . TBYPEIlD CYABS ORI� N Nm WTe! YCD PRO.ELT nANAC>rJ! \ 9ER NG [WEIE •REm pY CODE) (43] BO N \` B LEDlafRBT COLOR BOilTR1EBT FP-- �OI90i� - ❑ FETAL M Eg - MY OT " El A _I T 16 a ]- --A LR LEFT TO RI WT T /ARCADE ELEV.. W -3' T/PARAPET ELEV.. M' -II' T/ARCADE 'ARAPET BAND ELEV.. E.' -4• ELLI9/CANOPY ELEV.. 9' -4• T/ WNDOWB TiD(19T 91LL ELEV..T-m' FIELD VERIFY ?/BLAB ELEV.. HMICO v HO� ue� SCREW oR APPaaa tv EOJAL SIGNAGE SUPPORT NOTE: W1 Y FA IA SICl1 RLALL pPFbRtE TO W '.ERP3ED wrrN nmoNAtn•B AIREA ooNetlalcncN AND CaO1RDElATED WITI BIfN HANFACTIQER U ' C' -+, a U e Q • � • tea+ 3 ' • ' S �U o .. Q� U � SCOTT J. PURDY AR 91676 No. 1102.85 TRLE: MRP REMODEL INO GAF TO BAY BLVD. CLEARWATER. FLORIDA Sr/SREj OO9 -0024 NAT/ 0482 OA ��r GTEF SHEET NO A2.1 AA- 0003276 0 m lr SL, 14, Wo . . . . . . . . . . . . 16• ..... . . . . . . C At r. AL ;w i All!k MEXT SIGNAL IN- Ila' Y ,• a a dD IIVeicom e ` i tir . - Welcome of _ toga ���' \.r �'F `� r-�� ,i i`�.- .,t;4}+ �� .'/+��_` .. �i 'S� ,r..._� `r#��y,.i�• a •ta�� •' t��.q��l��.,ly,. / ,8 � �M � � �/ �.. � 4 +'fie. �,r�►! `� �`;' � 't� �: ( � .. _ .. ... '1111111 Itltlt�. {fl�rlttlt ►� r s ■ i i � i 1 A A DATA OPENING MA -IBUILDING LOCATION ZONE WIND VELOCITY ( mph) 123 IMPORTANCE FACTOR 1.00 BUILDING CATEGORY 11 EXPOSURE CATEGORY 13 INTERI"L PRESSURE COEFFICEIENT +/- 0.18 (ENCLOSED BUILDING) -29pb MEAN ROOF HEIGHT C ft) 1152' BUILDING WIDTH ( ft) 40.61', 15UILDINC: LENCKTH f ft) 100b'i' ROOF SLOPE ( X : 12) 0 FLORIDA BUILDING COIDE 2001 ormSIGN f=RE66URES FO R OPENINGS WALL OFENING5 SCHEDULE OPENING MA OPENING DESCRIPTION LOCATION ZONE OPENING ELEVATION OPENING DIMENSION WIDTH HEIGHT MAX POSITIVE PRESSURE p•f MAX AEGITI P10S691RE pof A GLASS DOOR 5 3.5 3 1 20.5 -29pb B FIXED GLASS 5 8 3 2 21.5 -281 C FIXED GLASS 4 55 083 1 208 -2210 D FIXED GLA55 4 5.5 4 1 20.1 -21.9 E FIXED 6sLA55 5 5.5 4 1 20.1 -25.8 F FIXED GLASS 4 55 0.83 1 20.8 -2210 G GLASS DOOR 4 3.5 3 1 20B -223 H FIXED GLASS 4 8 6 2 21.2 -23.0 1 FIXED GLASS 4 55 20 93 1 118 -19.6 J SERVICE WINDOW 5 45 2 3 215 -76.1 K FIXED GLASS 5 133 4 125 21,5 -281 of t /ARCADE ALUM IV ELEV. + 19' -3" EXPANSION JOINT jh T/PARAPET cl ELEv. + 11'-11" (_ T /ARCADE LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL 5/PARAPET BAND 45 FT ROOF ELE=MENT t SUPPORT BY OTHERS - SEE ROOF PLAN AND SECTIONS 0- ELEV. + 15' -4" MATCH MIN B/TRELLIs /CANOPY L ELEV. + 9' -4" EXPANSION JOINT T/ WINDOWS ELEV. + S' -0" cl T/EXIST SILL Y ELEV. + 2' -0" FIELD VERIFY /i► tISLAB ELEV. + 0' -0" Fri Ism { :R tl L cJ O O L G O O © � Lww_una�=FFMC COMB' HE1,1SWE SIGN pROGRAM + `� ArmOVAL - CASE # DO ISSUED SIGNATURE V_e t 1,t : 11 7,01 `z 991 N 2-ma: aMETAL AWNING - UNDER SEPARATE PERMIT, COLOR TO BE ALTERNATING STRIPES TO MATCH PANTONE 123C AND IOMC Feml NEW CEMENTITIOUS FINISH CI COLOR BENJAMIN MOORE Cl - EARTHLY RUSSET 2113 -10 C2 = AZTEC BRICK 2115 -10 F METAL C DPING - Cl COLOR - ALUMINUM ALUM lC I' tAL COPING - COLOR TO MATCH SURROWJ©NG MATERIAL MATCH El NEW ALUMINUM CANOPY 36x18 BY OTHERS (COLOR YELLOW) HNEW ALUMINUM CANOPY TIE -BACK BY OTHERS T/ PARAPET YELEV. + AkT/ ARCADE LEV. + 15' -4" 15/TRELLIS ELEV. + ll' -4" 15/CANOPY, B/TRELLIS T /ARCADE OPENING ELEV. + 9' -4" .T/ WINDOWS ELEV. + V -011, VERIFY MATCH EXISTING STOREFRONT HEIGHT T/ SILL MATCH EXISTING I E I T11 Ell Eur Ci FRONT ELEVATION 6-asr� CJ T /ARCADE ELEV + 19' -3" T/PARAPET ELEV. + T /ARCADE ELEV. + 15' -4" 15/CANOPY B/TRELLIS ELEV. + 9' -4" T /SILL =LEv. + 2' -0 ", VERIFY MATCH EXISTING STOREFRONT HEIGHT T /SLAB, ELEV. + 0' -0" -7 k` 66 t1tjttjENlS17 117IN 11,"P.0G*A.M s r 3 2 NON- DIRIVE -THRU ELEVATION FNEW ALUMINUM CANOPY 18x18 BY OTHERS (COLOR YELLOW) EJ EXPANSION JOINT 1p_�5 PIPE BOLLARD - PAINTED YELLOW DCEMENTITIOUS CONTROL JOINT El LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL 45 FT ROOF ELE=MENT t SUPPORT BY OTHERS - SEE ROOF PLAN AND SECTIONS CORIgZATED METAL BAND BY METAL ERA - LED LIGHT FIXTURE, UP AND DOWN LIGHT t • • CP STEVE GAFFNEY - 800 -558 -2162 - ALUMINUM - 1/8" "S" PANEL 2-4 GAUGE (COLOR CITYSCAPE). r_ -i LP - SEE ELECTRICAL LtGHt FIXTURE (PARAPET LIGHT) -SEE ELECTRICAL El McDONALD'S SIGNAGE BY OTHERS - UNDER SEPARATE PERMIT. SEE SIC44AGE SUPPORT NOTE ON T1416 SHEET. El STONE PRO FIT LEDGER3TONE, COLOR SOUTHWEST PF -801S - - ML METAL LETTERING - BY OTHER') El ALUMINUM TRELLIS El 2X8 WALL FASCIA CREAM GROUT i FtLlq EXTERIOR WINDOW ASSEMBLY - SEE A3.0 Tom-- -T - TEMPERED GLASS DRIVE -THM WINDOW BY READY ACCESS CONFIRM MODEL, OPTIONS, AND SIZE WITH MCD PROJECT MANAGER XX OPTIONS INCLUDE. TRANSOM (SHOWN)t AIR CURTAINI FLYFAN/TRANSOM t 432 W IN MAX SERVICE OPENING (WHERE READ BY CODE) SLIDE DIRECTION. RL - RIGHT TO LEFT LR = LEFT TO RIGHT n AMIGO VINYL MID -WALL WEEP SCREED OR APPROVED EQUAL SIGNAGE SUPPORT NOTE: UNIBODY FASCIA SIGN WALL SUPPORTS TO BE VERIFIED WITH McDONALD'S AREA CONSTRUCTION MANAGER AND COORDINATED WITH SIGN MANUFACTURER t ■ • • • V " 0 T t • • " fl. 7� i • i M to � • a w • • • en • • M °a , • • M M SIM• b • • n 0 • i ` M M on i • • b o r (D lot• • z_ i V) �U o'� C/) Q� U AR No. 1102.85= TITLE: MRP REMODEL 1860 GULF TO BAY BLVD. CLEARWATER, FLORIDA ST /SITE# 009 -0024 NAT# 0482 ISSUE 1Q.1,5,11 11.04.11 ,REV& 01.1 61.12 � � X11 L 40 • 111 - eta# +, 7 • e 0 J BEY NOTES: METAL. AWNING - UNDER SEPARATE PERMIT, COLOR TO EE ALTS NATNG STRIPES TO MATCH PANTONE 1230 AND 1050 NEW CEMENTITIOUS FINISH Gl �- COLOR: BENJAMIN MOORE CI = EARTHLY RUSSET 2113 -10 C2 = AZTEC BRICK 2115 -10 �f COLOR C2 E METAL COPNCs - COLOR - ALUMINUM ALUM METAL COPW.X El X - COLOR TO MATCH SURROURONG MATERIAL MATCH F CI NEW ALUMINUM CANOPY 36x18 BY OTHERS (COLOR YELLOW) 2 NEW ALUMINUM CANOPY TIE -BACK F BY OTHERS T/ARCADE qV ELEV. + 19' 5" jT/PARAPET ELEV. + 1'1' -11" B/ PARAPET BAt ELEV. + 15' -4" E3 /CANOPY B/TRELLIS qV ELEV. + 9' -4" T /SLAB ELEV. + 0' -0" CI 3 1 REAR ELEVATION A2.1 71/411 P COLOR C2 2 QfRIVE -T�4RU ELEVATION 2:.l)==:l/4 1 -0 a v` CI N . \7�5 I,21 T/ FAKAFETO� ELEV. + RAPET 15ANDQ� ELEV. + 15' -4" E3/TRELLISAh ELEV. + 11' -4" ElEXTERIOR WINDOW ,ASSEMBLY - SEE A30 T'--T - TEMPERED GLASS I DRIVE -THRU WINDOW my READY ACCE66 C-OWIRM MODEL, OPTIONS, AND SIZE WITH MCO PROJECT MANAGER XX OPTIONS INCLUDE: TRANSOM (SHOMA AIR CURTANA FLYFANARANSOM t 432 SQ IN MAX SERVICE OPENING (WHERE READ BY CODE) SLIDE DIRECTION: RL ■ RIGHT TO LEFT LR = LEFT TO RIGHT ALUM ORS tu 16 BY OT44ECO cR a No. 1102.85 JOINT EXPANSION - � PIPE BOLLARD - PANTED YELLOW _n CEMENTITIOUS CONTROL JOINT El LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL �� 45 i=1` ROOF ELEMENT t SUPPORT BY OTHERS - C P CORRUGATED METAL BAND BY METAL ERA - 00 STEVE GAFFNEY - 8-5,58 -2162 - ALUMINUM - ® LED LIGHT FIXTURE, UP AND DOIJN LIGHT -SEE ELEG7R(0AL � SEE ROOF PLAN AND SECTIONS McDONALD'S SIGNAGE BY OTHERS - UNDER 1/8" "S" PAI`IEL 24 GAUGE (COLOR. CITYSCAPE). El SEPARATE PERMIT. SEE 61GNAGE SUPPORT NOTE ON LP LIGHT FIXTURE (PARAPET LIC,14T) - SEE ELECTRICAL THIS SHEET. E] STONE VENEER FNISH, OWENS CORNING, CULTUIRED STONE - PRO -FIT LEDGERSTONE, COLOR SOUTHWEST "-colt - El ALUMINUM TRELLIS T3 2X8 WALL FASCIA ML METAL LETTERING - BY OTHERS CREAM GROUT T/ FAKAFETO� ELEV. + RAPET 15ANDQ� ELEV. + 15' -4" E3/TRELLISAh ELEV. + 11' -4" ElEXTERIOR WINDOW ,ASSEMBLY - SEE A30 T'--T - TEMPERED GLASS I DRIVE -THRU WINDOW my READY ACCE66 C-OWIRM MODEL, OPTIONS, AND SIZE WITH MCO PROJECT MANAGER XX OPTIONS INCLUDE: TRANSOM (SHOMA AIR CURTANA FLYFANARANSOM t 432 SQ IN MAX SERVICE OPENING (WHERE READ BY CODE) SLIDE DIRECTION: RL ■ RIGHT TO LEFT LR = LEFT TO RIGHT ALUM T /ARCADE No. 1102.85 ELEV. + IV -3" T/PARAPET _n ELEV. + 17' -11" T/ARCADE C E3/PARAPET BAND MATCH ELEV. + 15' -4" B/TRELL IS /CANOPY ELEV. + V -4" T/ WINDOWS ELEV. + V -0" T/EXIST SILL ELEV. + 2' -0" FIELO VERIFY T /SLAE3 Ak ELEV. + 0' -0" AMIGO VINYL MID -WALL WEEP SCREED OR APPROVED EQUAL SIGNAGE SUPPORT NOTE: UNI500Y FASCIA SIGN WALL SUPPORTS TO BE VERIFIED WITH McDONALD'S AREA CONSTRUCTION MANAGER AND COORDINATED WITH SIGN MANUFACTURER ti i w • ` w w U - . p� .,� w • U � i � i .� w i U - w • • i w • Y • n U w i M_ L • b w • to • m m 0 i • O cn w kn • • m a w • cc cv • a m i • M w � 1 O i • 4 o w i - l • • y lu i m w w • z - .f n AR 918W , 1& "il S � i U_� i.. No. 1102.85 TITLE: MRP REMODEL 1860 GULF TO DAY BLVD. CLEARWATER, FLORIDA ST /SITE# 0030024 NAT# 0482 DATE 1& "il S � i U_� ,' . "� 4 4, t r I . . I 1 1 . . / . , , , : , . . I // I I ' ,; I I 3 `! �r ; A. . x '� 1 .5' I I '. '� 11 I. 30. I i. xI II iii I I • �: I I 00 I I .. � i1 , 16.2 I I I II I i . 7 I ii I !: I O { n 1 1i " I : I `. ' �V� i` ji } k; I i i i I : I 1 i �. t 9.7 t i i ;t , :. i t f I i t I .t t I i �. i .. -.- t ^: , :: r t f 1 '; , ' .. . »11.. - - -- ---------------- ,t I i ii t `i. < \. i � f i 1. t t ., t I I ! t \ \\ : I 1 I I I t ,� `r `\ fi f ...... _ i'; 4r'. `` 1 I y .� I I `.. ,. . \ \� II\ l - \ \\ "�' �: ...... ... f I `� ,, . - I I \ 1 \ \ �... : i it � " I 'i �;r .. I \ � 1 I I , ,1 \ S t. !, '.JS i0 } , . \ li i I t \ \'Z' v < . , r.' I 1\ , "I "I \ " % I i t I \\ ,\ `` l i r , <• . r ,R h ". } 1. . - �.. __ I I \ E` `� I 4 , r ,t i l i ._ \' \. .:I . i , i ,• \'W t \ �.., I� , f _ �\ ,\ € } \r \ it i t 1 \r \ ,r i \ `,\ `\ \ l I I \\\l \l \\ l , i r t , :' i \ I, \ I { i 11 , I i i s rl 1 i I t t y' \ t , + \\ \ t I t \ t r t t a \, r�� �1 \1 I ,� 1 •�t >, 1. l � \ , %11 ; , .i l \ `\ \r ` \ I\\ :, t •, r \ 1\ r . Il \ 1. '1 t , 'l r� \\ 11'\1 i ,\ \1 i' I \ \ \ t \' `1 \ I 1 j 1 i' , ,r TANDEM DRIVE THRU CRITICAL DIMENSIONS AND NOTES: 1.6 WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE D RIVE -THRU LANE. LANE STARTS AT DRIVE -THRU ENTRANCE WHERE "McDONALD'S GATEWAY" SIGN IS LOCATED. 2. AUGER "McDONALD'S ORDER HERE CANOPY" COD /CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 3. AUGER "McDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 4. THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE PRIMARY COD. 5. PRE -SELL BOARD MUST BE 30 " -36" FROM FACE OF CURB. THIS IS MEASURED FROM THE CENTER OF THE PRE -SELL BOARD FOUNDATION TO THE CENTER OF THE COD FOUNDATION. THE DISTANCE BETWEEN THE PRIMARY COD AND PRE -SELL BOARD IS TO BE 30' AS MEASURED ALONG THE MAXIMIZE VISIBILITY TO E AN S CENTER LINE OF THE LANE. THE LE OF THE PRE -SELL BOARD SHOULD M G THE THIRD CAR FROM COD. 6. "PLEASE HAVE YOUR PAYMENT READY" BOLLARD SIGN MUST BE 30" MIN. FROM FACE OF CURB AND V FROM THE BACK OF THE BUILDING. THIS IS MEASURED FROM THE MIDPOINT OF THE SIGN FACE. BOLLARD SIGN IS TO BE ORIENTATED AT AN ANGLE OF 30 DEGREES FROM THE CURB. ---' - - - -. . �/ /` GRAPHIC SCALE 111=10' ,I/ 20 10 5 0 10 , ; I I I E I N I : � i i FGVt 4TY4,, • { 3 :. �iw. CORNER . - i v I OF LOT 2 t , ..... -. -•,rr- -,_ -, :--0--... ,. ... C, .... ..,,...., . �... ...... ,,,,, , . �,... :• �., �. T I l . { »........ -._ _ _„ .................... „- - 1111 .............. _... . ---- ---........ „`.., _ �.» LE A'Y, i �. .' t, F ,.: W E \ 1 E SE I fr. -... _ -.- -«,. ..., . ` I .. ..... ...................._.. - I ) ' :E. CC P:4R I ( E _..._....___ , BLOCK 3 .. !i r.. 1 ( 'OF LOT 10 I I �� ..i- I ......» ..............._- �:- .:. »..................._._...- '�/ \�-,_ : :. :... c� i I 1 ,, \ i ( �� 1 ' "I I _.. I ,I ( i i I s i. ty 2 �. I I 3 c, r: 11 _ I. .� - .1±..� ........ »- ....-. 'm.-.»..-_ - .. _ _ „_-. „ „. 3 ' i 11 1�11 , GRAPHIC SCALE 1 t._» I ....... _ t.. E'.x LI i I : Aw 1 d / . 1\ li tz t 1 i: i p ra I I 40 20 10 0 20 j io N II r I \ { z I f �: SITE DATA . >• " . -. 1 0 A \ � 1. PARCELS NUM; S . 13-29-15-00000-230-0500 I --- - -...7 R :. » r : { +.. :; ... •`- - --- ••• - "'•• __I 2. SECTION / TOWNSHIP / RANGE'13 / 29 S / 15 E 1 : . -:::: I i 7� i \z : =.r i f,. I i OF I " " " "._ " " ( 3. SITE ADDRES ' 1 1860 GULF TO BAY BOULEVARD FI.O- S 1F °:.: ;I 1 I ( I I r..r Q� CLEARWATER, FLORIDA 33765 I I X I! I ( �' I I. i I I i 1 4. P APERTY AREA: 38,992 SF 0.895 AC } ( ) I i 1 I II! ,,,......, `I 1.. .. Lu G3 -f I�I ;; � II "" � I i LOT � N' I 1 5. EXISTING ZONING: COMMERCIAL "C" 1 0 I I, PARCEL 1.D,; 13- 29••15.82602.0Q2-0060 r In I �, i 6. FU� RE LAND ' SE: COMMERCIAL GENERAL "CG" 1 .' 1 I OWNER: t::%)Zn1!N C, t �JANS i I , I f : it I �! i'' I M li I 1 pit P x, LP1, • . } £ :I I w ( I 7. BUILDING SETBACKS: ' m � �. 113 �_'.,- ,.»,•�„_..„ LC�I , II J f :,• I FRONT (GULF TO BAY BLVD) = 53.0 FT t;N E F' ' M 11 ( .. ,, i }_..._D•. 0N::: ST0,RY =, ,R'S. � I FRONT- (CORONA AV. = 105.5 FT i ; �-_+ ._. i reROF l.. I.Lt.: 13- 2�3- 15 »5 ?- 5i?2••00� OiT50 `,\ ) I i .,. > C)`tYNER: S 2i 14 r: iE'T'URF S L.I..• 3 :1 , �" M - , 1 j' I I I FRONT (PEGASUS AV.) = 53.3 FT I. I tf3 C,n ate:, w �....I, I I !.- :`r,�,.,» } I'" ';, rF II s e � \ �1' \ � ! I # I I REAR NORTH) = 56.8 FT { T^ , ON,` STORY (°•.B.u`, �, ^" PLAT PRM I .-.-.. \ I T I �: �1 S. B ING HEI 17.92 i_ I �' °r �: U L G T. FT I S.E. �E CO }:, ER D 2 � I ` PLSrT CANDY, • I t 0:0'9 yry �'Cl�` \+ L rf �n \ r �t '!,i "c F'1 F ; }(�E�.Pi`M fen, Y 1 ` \( i l \ D` L ] s EXI�ITI G t^ ' ,. .. » "ww ,.wn: _, .. ^--, 9 ",.t�'RC4 �",1it`C2 :................ - FLO \ 11 `: „r« . »., , . - 9. SIT .AREAS: DUMP ST R - „w„ «.��. { -- ' 1:�'t2:3'f� 3::. ,. . ' `ww,�,j„h„"„ «w» I.L. ,�,.,; \\c.�r-- -• -...0 •,,,,..�.,.W,,,.....�w,n. �,i;«,,,,»,.» ��,;r „ ,, t,_ .... -: �L .. . -. 1 , • \ f ,. r�. •, ... , .. .. ,. ::, • "- ,l2 t. .._a.�� .. ........... _.._....:.. -.... .0 �wavi:- w. C•.. w..\ w. c,, t..-- .�„�[u- ^'i�d:_- :••avrv.�,: ... .�.RO..::;::: °:::•::::::: _.....r...`� E • ENCLOSURE ,i • 17�1Ht .-_ ........ _A,1z',2(,R ' t }� ' "• 13°'r2D'I` }A I VEHICULAR USE AREA: 22,776 SF 58.4/0 ,+ . 1 �s z �' E �� tlni= c . -..,. -.1111,. ......._ . .......... . . ... _.- ...- .......- ::...•.., -- _.....,' ..'...� :::: .; ...-: .. .._., -. ..,.. ::rr: _- . -: f • 1 If' \..<.. , , - .' _ - ...... - : i I I BUILDING FOOTPRINT: 3,975 SF (10.2 /•) ». o '.- • EX c : I 4 1 l tt R f \`�"' . i' I i 1 SIpE1l1�ALK, CURB, DUMPSTE 5,457 SF (1 /o) : i, \ /: ,` : , : r ! :. \ �\, \ __.. -. �_ .._ .............. .k.:..� \\ a `; . 82.6 "' r•, \ ... 3 €.. I TOTAL IMPERVIOUS AREA: 32,208 SF ( /•) \ . i � ' 1 ` � "y s L , ,,..: \� \�._r- �\\\ .. \ t c X. LP :, TA I PERVIOUS AREA: 6 784 SF 17.4 /. is / N TO L E IOUS ( ) \ I I � , / Ij' is \ \, \ \ \ / \:'` s �. \ 0.0 /. I ��� POND AREA: 0 SF r� . I I I w'� ^ < : : < \'. \ • \ , '. „._.,v \,./�_z/'. 10.1 /. OF VUA I E INTERIOR LANDSCAPE AREA 2,302 SF ( ) LgbR I ..�. R PROPOSED[]UMPSTER I I ;�A 38 992 SF (100%) DE E TbR _.,w.. .: TOTA I AREA: j. 1 T -, NCL U E' G T S >�+� ` I. E OS R A E I I \: i I' TRA T R T E THE AME � CON C 0 0 USE SAME •.L�1 I i \" • .MATERIALTOMATCHADJACENT 0'rt_ 1 !< •r 10. GROSS FLOOR AREA = 3 975 SF PROPOSED SDI F- FS? 1 Q .', PROPOSED `� ', Q . N �.' UMPSTE ENC OS RE RTES n I.SECOrabA COD I A R L U G ) w j i. GATEWAY rr S? O `'RELOCATEp ' 1 I F- N 1 - E SI "N.»., G �/+� PRO S D - Pq E - 02 .� ' - � : bR AREA �TIO F.A.R. ° 3 975 SF / 38 992 SF 0.1 EwsP�P.E Box 11. FL r i 3 ;. ( ) r 1 . ' � .; ISM :,'' : ._-. -. BICYCLE RACK � I REt,QCz4TEDt- 1 .LL PROPOSED " 7 .. ,.. ;' :; :' .._.�- _._. P . Y PHONE ' ' . . SECONDARY ©, \ .. .,. 12. O N E R: R.. " s i :s z�' .-•'i v _. - \ , i , x ....n......... -. MENU ■ RD .. , t_ ,» .. - - -. - - -, '; .... ".. I . E .� McDO ALD S USA LLC t � N ., s �. - .. �.... -w .., ._ 't t. a...x...x 1 ..,_. . >..n = .:...C-,t. z z z c t i �u ,,. ... .. - - .:.... _: .:z....,.� r �~,. ...a._�, -z - z -- --- --- -- - - -r.. � � IG LAND MANOR DRIVE SUITE 470 I., T. ,..,r...t r� 1. ..- .. '1• 10150 H H O L -- - \ •' t Z7 ..- J, r !,, l.. L..F...i, o- (I a' E \\ 7 7.0.0 FRd CEN DER 6F �' • ,t...x.:f : ..r.. i. E x x- -r., ,t. I I °. �' -' t;: d, . , L..t.. t. t. -t .r` z'.:. t - -t. 1DI r -5.. , ,><., :.'' :• ,....r i /. :�. , - _...--- ....r...�.... - s.- Sz - - - -, x.�r..•.•�:- .r-:£, � � TAMPA FLORIDA 33610 '!!PROPOSE IMF�RY 1. Ira ° 1 P R - . � I 1,� 0`• , \' i r• I" f h: • <' . EX. L 7•x.3 13.00 .%� -� X1','p tTO CENTE iR, OF ROrt ED ' ` `\ , \ 1' / / ADDER 0 ar 11 IwL I I /• PROPOSEb'41C $F' , ' n f °' / Ii ! . :.' i SECOND;A�tY�O.... it:' ;1 I `'� t i r / I BUILDING EXPANSION i` \ ;'S ;I a •» r ! 13. ST©RMWATER MANAGEMENT: WQT & ATTENUATION �r I: �G M t ,, • t - ! I ,t'' ^f �A= i r` , . I, 'I I � I I 1 I I'', E _ Ji CE STEER i Y c.6. _ 1T 1 T" ii 1 1 1 i � ! 1 {• 1�� I... I'`` ...-1 t .0 ( Ft 4 FL7D ZONE (FORMATION: ZONE X r i "3 i"3 ",t'�' i 1 I MrD" �' CI 'LIB S t t _ �,�__ _ - 20.1' r 4-: _ -r-- • I f "r f -" --�' - I -�` N n .- - � � 1;14 ,2� -t - r ' rs•=' _ I . � , ^ \,• i 1 �� ' r A, C,..;., ,D:. 1)-?. 9• •1.z-Cif1€3Cii'�`'�.:.0- ( },3.t, >h .r ".: -136 � . -i ! o �' RR(?POE --- B , �<� V E ARD r D.., �r -rt; ,. I �, x? r ' as i -� : :d', t N M .b vt LL7 , C }� . \ i1 I ! to i ... _ 15. AL I IUIECHANIC�L EQUIPMENT SHALL BE SCREENED. ' ».0 PRIMt4RY ��D . i ;I.' li E.G � o - <' �:.. •\ t 1 ri I �, � Q C LEtIvTE�, , LCRiiA,�765 I 1 :< II =' l cis f \ 1' i3 1 �t I \ - RELOCATED AREA - + 3 975 SF I i �� I r , .' rJ .. . I -- - -....1 . , , ; . li I• 1 } 16. WSTE MANAGEMENT: TWO DUMPSTERS. • ch :; PR P I; 1 \ HANDRAIL �•'� 0 OSEq�C I s,. 0, ^,2 I r rr 1, � , _ - _..... _k I i „ :, PROPOSED t # i w� i LOOP; I \ I: ,"^� -j., ` \ ` .,i °i I J'J ; "`►.►; f/ it jI ,' (` :{ �. 4,�' ; \ I t \ BOLLARD 3'. CF �, 2 U DETECTOR \, 1 I " \' ^ -- ,'`" r,;' 17. TO AL PARKINS PROVIDED: 60 SPACES �,t (: .�, t , .I \ �1 "' W,r 2 E.�.i £ I :- c :,.._...,._ ca - 2.Q 824 f2�' ;ii - - 1:< \ 1;\ + .., 2,12, {. }, o j 1 I REGU R - 39, HANDICAP - 2 PLUS I .� N / I ,:' ii .I I , -.- 4.2T In 13.00 ': :d: n 3,Et . tU ! 1, ,. _. ..... ............_._. L.... I 1 PARKING P PROVIDED IN ADJACENT PARCEL � ti ��... .. .............. ..... . ..» . --- ............. _ -..,. _ - - - -. - .........._ rr } 9 G S ACES O F ) '. RELOCA E } .'�'' /� : E? / ' f, ci , , I I I 7 D l 4.+ i l' ,tl 13-29-1:5-82602-0050. e � r i i L -�= Ir PRIMARY' �� - c'i : � 1 R 1, \ } t c - \ .. it \ r MEN BOA, D t `� t 1 MENU O I t `. i �\ �i \ i 18. TO �L PARKING REQUIRED: 60 SPACES a I I .. ................ :..........11......,.11»___ -._ -_, , , , -W __- .:,..�.. ,...- •------- ---:a,. :, ,, ._.... -' . ' -" r/ 1 �� ) - �. „ a 7 SF SPACES PER G = 60 ( 3 9 5 x 15 S ACS 1 000 SF OF F.A £ .l r. :i zi ':1, : / ` r. L.�E j _.i I I ! t` F t i , :r : I cV "? 1 R i 4 '�1 1Tr i GS.D' FRO ELOCAT D s3 .- .� 1 r i. I PRIMARY )p TO 3I,a L.X. LP .. • ! 3 I I c.: P� r O gSEp 131 SF . ' "x 9 "15`}-8 ! £ II �I■ROPOSED HIER BOOT i C }I . i e . r, ,r, BUILpiNG'EX�ANSION (' I I, �i \�t } , w i \ \' E �� r 10 rrra I• i I r`` i I A u �. r PROPOSED I :ASE : +ft , 5 € r: Ii' ' 1 \,: \ r r \ .\ QQ b `:' \ Cc'.�HAVEYO RPAYNENT 6 U r �, PAYMENT 0 / \` :. \.. 0 r " READY BO � D t :.. :' 7" i l � : b En ` 0 t rt � l 1 a '�'' 1. �,,,r i .: :1.. ,3' r � �r. c 1 a ` `� +3 •t t f -.:: 't t \ N N j LL \ \ r / E l E � 6, y\ O \ ff ' ors } `� i _ , , \ k... _........> y ............ it . ».x -,,..__. m .., m...- . -... "l� R MF _, I ;.!i- \� .- I _.... -.... . EXISTING \ \\ _ »....... _ °3: ,::::..:::- x- i : - ............ .. ...... 2 "I3't_ 1 } M�"f`. � � � ", , , i �� �p� �,; �:� ■ � „� *� � :- � LEGEND I MCDgNALDS I ".) „s \H \»<ew «...,.,w" \..rn�.. . -•ae_ -�::w w 1 wm \" ,^ "r?i'R ✓,. /� \. .. , - - ----- _ .... . ,,,... _ .. «. -. www.. .11 w..:a .� l" .....:I 1111 \. �. ww".. .Jm M .. _ \ _.ww -. : :.................. ... .�wew,w w 0 ...... Vie: -3 i," \ W -"_aC, _- ::. : :..:,.ewe::_ #:,1..- .- »I...._... .•t"........�� J '� -_ . POLE SIGN 4T >:w • . - . ' ,, �� " I. �, r..i�_ c �. -- -- - - -- E3LK. CC, \ .. .: .E: n - . s N })1? t, ;' 1 Pt�'�' z. _-. _ -- _..,_ .... :............ »................. ; ?2 .;3 rJ . , 2fi0 -0'I :, ; Nte .� •.. _.-.. ��..«...,- a. e ...................................-......_-....,...,..,..-.-..-...-•---.... w................. n=----..-_ e-:,-......,.! w»,. w.- .- .�.<..:...........•,- .... -. -� � ..... «- ..- ..- ......i .w...... v.,•�: .:.....---_-..-•_-.-_--'--_..:-.. w:,,,,......".'-. ....;......,.......,.,.»......, .. �`•,- ,.... ;�0:: 1`1r „t�1 '� tei?{t€ n3LK.GOR. EXISTING _ =-. -- - :- . ,. _ ::: .�tt•�.,, ,. _,,,,,,,,,,,,,, , „ .. _............ _._ .-- -_.... `-PROPERTY LINE - -... -- ... ......... .. .. .......... ......._..:. _- _:..... -_ ------- ...-- _- ...: -: -• ,.�• ..,PROP I '.` tttek` ri' ttffh�` 1Lh4:. W^.??::) �:.•:?....?.:: x\::::` EC• :. :::::::::::::::....C:`:^}:;c,.l ::.Q,,,,�,w,,,,,.TM..,.., ... .:::. .- -.. .:-�w,,:,,,, ,,,,,,.- :...,n,:ru ._:.. .... _ -• r,..-..,...............,.....---•---_- Sr1.l;%^ i,�i. %:..Yi"i:.:::rkv,::i:2.C,. .::R, \-.�'. ::.-- ,; -: ?c. .:::. ..._• -• . . .. ............ ......----. �mr�•-.-•:::-:::::::................-_-..- _..»......- .- .....---- ........ ....... - ..,... i 42.0' FROM PROPOSED ^� �. «., ... CASHIER BOOTH TO ` -' 42' EXISTING PRESENTER I y . PROPOSED DIMENSION .w",,..,,.".. >.� .i >k.,..,�,»,.,,,,,:,,� BOOTH ,..... ^K:... r ..,.....�... ,,,�.,,,,,,, <..�,.,..�^. . !y 1 I �,•h.:::�.;,:�:;;... «lv.�:;.;:. "E.::.,.. ::. �; «: .:.:..... i ,.•, ,., EXISTING ......._......- ' w� I 6 I DIMENSION ... .... '. .-,-,--,.-,,�:.-".":--"-.:,:.:,:-::,,q .. ................. . _T____:__ gp�.ilm ;; >r' . 1 I ..... � ... _ -.1-1 � ..... ..... ��. ..... ........ _. --.--.-. wWW,�•zyt,•, M,.'>:w..,..,w:,:. wit: wa,. aee..,,,- Ii- -4lrlftO:,r%il•:::A. :.&I::: &# ^% ln,m, :.- . "-,,::;.a ", x:.::w.:::: -.: »: :.. S. BINDY. OF THEE I"i N,w, 11 OF SECTION 13-29 -15 .......,,, -- __._ _ ...................:......... r� - ,. » ............... .- _.._.. -- ....: :� wwx«w«w_w....»:,w.«+•ww.- „v ,:,.l.:: 1, ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN THE CITY OF CLEARWATER LAND DEVELOPMENT, ZONING AND /OR RELATED ORDINANCES. ,......,....., ,...,. ,,,1111.,,,.. ...,.,, 2. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 3. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE: CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 4. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS. 5. REFER TO ARCHITECTURAL PLANS FOR DUMPSTER PAD SIZE, LOCATION AND DETAILS. C. ALL PROPOSED PARKING /DRIVE AREAS TO BE CURBED WITH FDOT TYPE 'F' CURB, UNLESS SPECIFIED OTHERWISE. ALL CURB RAMPS SHALL BE CONSTRUCTED AND TEXTURED PER FDOT INDEX NO. 304. 7. MINIMUM CURB RADII IS THREE (3) FEET, UNLESS OTHERWISE NOTED. EXACT RADII DIMENSIONS ARE SPECIFIED IN SHEET C -4.2, 8. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT, FACE OF CURB OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. 9. ALL DISTURBED AREAS ARE TO RECEIVE FOUR (4) INCHES OF TOP SOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED, 10. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM TOPOGRAPHIC SURVEY BY GEORGE A. SHIMP 11 B ASSOCIATES, INC. DATED 7/8/11. GULF TO BAY BO L. >nr,;:..:.,.r.:1D0' f� },!C,, IG ,1c",'st,,»,,,,.,,,, . - .... . ....... ._.. ............... ..- ..,.... -� .................. w� iii >iiii�i`ii5: LEGAL DESCRIPTION THAT PART OF THE SW 1/4 OF THE NW 114 OF SECTION 13, TOWNSHIP 29 SOUTH, RANGE 15 EAST, LOCATED ACCORDING TO THE PLAT OF PROPERTY OF A B W GLADS, INC., RECORDED IN PLAT BOOK 25 ON PAGES 53 AND 54 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: BEGINNING IN THE NORTH BOUNDARY OF GULF -TO -BAY BOULEVARD, AT A POINT WHICH IS 606.81 FEET EAST, ALONG SAID BOUNDARY, FROM ITS INTERSECTION WITH THE WEST BOUNDARY OF SAID SW 1/4 OF THE NW 1/4 AND RUNNING THENCE N00.33'28 "W, 150 FEET; THENCE EAST PARALLEL TO SAID NORTH BOUNDARY OF GULF -TO -BAY BOULEVARD, 260 FEET; THENCE S00'33'28 "E, 150 FEET; AND THENCE WEST ALONG THE NORTH BOUNDARY OF GULF -TO -BAY BOULEVARD, 260 FEET TO THE POINT OF BEGINNING. CONTAINING 38,992 SQUARE FEET OR 0.80 ACRES, MORE OR LESS. »w«,,.... " _ : 1 m __ EXISTING "AT DETENTION POND I 1111 ww» . EXISTING :, ''„ CONCRETE! PAVEMENT/PAD/ ,.. : r SIDEWALK PROPOSED ASPHALT OVERLAY PROPOSED . .. .,: :. . ,:. <::;::::...:, :. ASPAHLTIC PAVEMENT : ................. .... r` 1, % r *"""I I,r'"r' ► r` r •. " r, 1► PROPOSED ;, .►. " • ' :.' r ', ; : ''�. -. - #'. ?. ;, CONCRETE r ' r ` r r • r ►' r L" r h ► ` PAVEMENT/PAD/ L. ,� .a,, ..k . +t.p, .w.. ..r ,w,, w ,. .w. ►• " :r -.,, .`:.' `r>, .'! ..'.r.'. 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C5G I •:4 y^ � c x 1 114 )',° � , I 0 - .; � k. ; 58626 � RA LIO,GRAdi 'S l 1 FL Registration No. < I ``• f f� i ll In•ir • Sign Date COPY OF THIS P IIdT�V/ . !UNL£SSE SIGN*' EALED AND DATED 0 McDonald's IC LEGAL DESCRI TION 1860 GULF TO Y BOULEVARD i'TT �RD THAT PART OF THE SW 1/4 OF THE NW 1/4 OF SECTION 13, TOWNSHIP 29 SOUTH, RANGE 15 SECTION 13 TOWNSHIP 29 SOUTH, RANGE 15 EAST EAST, LOCATED ACCORDING TO THE PLAT OF PROPERTY OF A do W GLADS, INC., RECORDED IN PLAT BOOK 25 ON PAGES 53 AND 54 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, CITY OF CLEAR WA TER, PINELLAS COUNTY, FLORIDA DESCRIBED AS FOLLOWS: BEGINNING IN THE NORTH BOUNDARY OF GULF— TO—BAY BOULEVARD, AT A POINT WHICH IS 606.81 FEET EAST, ALONG SAID BOUNDARY, FROM ITS INTERSECTION NTH THE WEST BOUNDARY OF SAID SW 1/4 OF THE NW ,1/4 AND RUNNING THENCE N0033280W, 150 FEET; THENCE EAST PARALLEL TO SAID NORTH BOUNDARY OF GULF— TO—BAY BOULEVARD, 260 FEET; THENCE S0033'280E, 150 FEET, AND THENCE WEST ALONG THE NORTH BOUNDARY OF GULF— TO—BAY BOULEVARD, 260 FEET TO THE POINT OF BEGINNING. CONTAINING 38,992 SQUARE FEET OR 0.90 ACRES, MORE OR LESS. FCM 4 "x4' FLOOD ZONE N.W. CORNER FCM 44' OF LOT 2, PLAT PRM • ••I° NZ coRNER THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONE X. IN ACCORDANCE WITH THE FIRM BLOCK OF LOT 10, MAP OF THE CITY OF CLEARWATER, PINELLAS COUNTY, COMMUNITY NUMBER 125096 (MAP NUMBER ' BLOCK "t" 12103C- 0109 —H), MAP DATED MAY 17, 2005. g� OfffnHCATM , I TO McDDNALD S US , LLC A DELAWARE LIMITED LIABILITY COMPANY McDONAI.p S RESTAURANT'S 0 20 40 60 OF FLORIDA, INC., A' FT_ORIDA CORPORATION; McDONALD'S CORPORATION, A DELAWARE I CORPORATION; AND 'CHICAGO TITLE INSURANCE COMPANY: GRAPHIC SCALE BLOCK n�rri I 1 inch - 20 lit. BLOCK � THIS IS TO CERTIFY THAT THIS MAP OR PLAT HAS BEEN COMPILED FROM A SURVEY ACTUALLY U10 C OF SUC INIEST SUBOWI QON MADE ON THE GROUND UNDER MY SUPERVISION; THAT IT IS CORRECT AND COMPLIES WITH THE n n n REQUIREMENT'S PROVIDED BY McDONALD'S CORPORATION; THAT IT MEETS MINIMUM TECHNICAL ' A PdQi� QOOG& &0p PQUI!G Q)O STANDARDS FOR LAND SURVEYS IN THE STATE OF FLORIDA CHAPTER 5J-17 FLORIDA IN 4'x4' ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STAT'UT'ES; AND THAT THIS MAR N.W. CORP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2011 OF LOT 5, MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA /ACSM LAND TITLE SURREYS, JOINTLY ' BLOCK "I" ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6(B), 7(A), 8, I I 9, 11(A), 13, 14, 16, 17 AND 18 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON I I I W JUNE 29, 2011. k I I j Ml 1N• ` ZONING w d SETBACK NOTES GEORGE A IMP III 6ATE 1.) ZONED: C (COMMERCIAL) j j REGISTRATION NO. 6137 VIA, PARCEL I.D.: 13- 29 -15- 82602 - 002 -0050 1 I PARCEL I.D.: 13- 29 -15- 82602 -002 -0060 , 2.) BUILDING SETBACKS: OWNER: S do I VENTURES LLC I I . . OWNER: EDWIN E. EVANS SURVEY ---1 F-J u NORTH: 10 FEET I WEST 25 FEET I I FCM ex4" EAST: 25 FEET A - ARC BEM FRP = FRAM PINCHED PIPE PRO- " RROPERTY EAST I I 26p'D PUT PRM ` • A/C * AIR caDrrloNETt FRY = FRAME P�MR = a�taFE`SSOR�1nL ;t.AtW�ErpR! x u.+Pr -FR S8922'S3~E S.E. CORNER : AF - ALUMINUM FM FA - FLOOD ZONE LINE PT = RUNT OF TANGENC SIR 260.0'R ALUM - ALUMINUM GAR - GARAGE PVM'T = PAVEMENT SOUTH: 25 FEET S159'26'15 "E I I 260.00'M ogcr'r" , AlPH - AWALT GA - GLASS ENCLOSURE RAD - RADIO NOTE THE ABOVE DATA WAS OBTAINED FROM TALE " IA7E FLOOD ET£VAl10N HWWF - HOG MARE FENCE R RECORD r BLDG - IUIDING HIN. -HIGH WATER LINE REF =REFERENCE THE CITY OF CLEARWATER PLANNING DEPARTMENT PLAT INDW ILK - BLOCK INV - INVERT RES - RESIDENCE IM + TENCH MARK LI = LAND 1URVEYING NUaNESS RL - RADIAL UNE CONTACTED AT 727 - 562 -4604. I= LT . R HIED HD SURT O _.------------ ... —--- __- - - -- --- �..-------_._«_,».--------___.._�..__ � IRG -NEARING LH3M = LOWEST HORZONTAL WORTING MEMBER RIND O No 0R 301 r, IriF= SAM rAIEFENCE is = LAND 3URVEYOlt RNC =RANGE 1 1 C - CALCULATED M - MEASURED RRS = RA,L ROAD WE 1 10' SETBACK LINE 1 Cl - CHORD MEANING MAS = MASONRY R/W = RKNT - -OF -WAY I CIS - CONCRETE BLOCK STRUCTURE YES = MITERED EWD '.ECTION SCM = SET CONCRETE MONUMENT EL OR EREV - EOA10 PC - POINT OF CURVE TOS = TOE OF SLDFE EDP - EDGE OF PAVEMENT KC = POINT OF COMPOUND CURVE TRANS = 1RAN0!tNER CS j 1 O Cg EON = EDGE OF WATER PCP - PERMANENT CONTROL PUNT TWP - TOWNRHIP �h. 1 , 1 .— CM EA ON MONIRIETIT PK ■ PARKER KALON UG - UNDERGROUND 1 TIE 53 B4 T20i to a '4 }a 7��11 F' a 1 TES - FLARED END 3ECTION PL - PROPERTY LINE UTIL = UTIITY W 1 A H O N' du Ij �` M< 4 c Ej r C yr I FOUND CONCRETE �T3,f•e�,�' * '+�,. M1 1�" n R. M1 4 i' 9S + i N,f TE 11 U.4/ '4 ( W FlP - HOLM 90 PIPE POS =PUNT OF BEGINNING WD - WOW FIR - FOUND IRON ROD POC - PUNT OF COMMENCEMENT WF = WOOD FENCE FL - FLOW LINE POL - POINT ON LINE WIF - WROUGHT IRON "CC FLD = 11ELD PP = POWER POLE WIT - WITNESS 1 a>=4 sTar�Y C., l 7 ,k ; a a UNPLATTED t FIND =FOUND PRC -POINT OF REVERS CURVATURE WRF -WIRE FENCE !S_RESTAURAWtt� h r f, . 1 L>C FOP = FOUND OPEN PIPE PRM =PERMANENT REFERENCE MONUMENT NV =WATER VALVE ,TO 'BAY e0U NLEV, LARD PARCEL I.D.: 13- 29- 15- 00000 -230 -0500 I�aWRDA POWER CORP. OWNER: McpONALD S CORPORATION +«r MIEIIEVIA110N5 MAY ALSO BE CONCATENATED AS REQUIRED. fi z« x 'f ;,M ;;i3O I�ICI�ATER, FL 3765 i «+ OTHER COMMONLY RECOGNIZED AND /OR ACCEPTED ABBREVIATIONS ARE ALSO UTILIZED BUT NOT SPECIFIED HEREON. V+ 1 TIE 53.21 y w '1 a DRIVE IEILU + a� Cre§ reAr, , 1 dt{ 3C hw• °'w a Ta yr TIE 117.13' k h k 1 GENERAL NOTES ' � ., �•'�' 1 ��, , ;l tie' F T;f a '�a :,w ° °!Yb . .. .,,, � fi t ,,. -cpv N j I .p ip 1. UNLESS OTHERWISE STATED. THE PROPERTY DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT, OR CLIEN PS DESIGNATED AGENT.' Z UNDERGROUND IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO BUILDING FOUNDATIONS, HAVE NOT 8EEN LOCATED z I I S I EXCEPT AS SHOWN HEREON. 3. INACCESSIBLE ABOVE GROUND IMPROVEMENTS (E.G. BUILDING OVERHANGS, THOSE WITHIN SECURED AREAS, ETC.), HAVE 1 NOT IM LOCA10 EXCEPT AS SHOWN HEREON. I i 4. UNLESS OTHERWISE STATED, THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH AND MAY BE 1 N I SUBJECT TO ADDITIONAL EASEMENTS, RIGHT-OF-WAYS, AND OTHER MATTERS OF RECORD. I 5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON. 25 SETBACK LINE i i. BECAUSE OF THE POSSIBILITY OF MOVEMENT OF THE MONUMENTATKIN FROM ITS ORIGINAL PiACEMENT BY PERSONS __ - _- - -____ - ----------------- --- - - - - --- --_--_--------___-_--_--_---------- __- _- _- _- _------------- -_ OTHER THIN THE SURVEYOR, IT IS RECOMMENDED THAT PRIOR TO ANY NEW IMPROVEMENTS ON THE PROPERTY THE POSITION OF THE MOrUMENTATION BE VERIFIED. 7. UNAUTHORIZED COPIES AND /OR REPRODUCTIONS VIA ANY MEDIUM OF THIS DOCUMENT OR ANY PORTIONS THEREOF ARE EXPRESSLY PROHIBITED WITHOUT THE SIGNING SURVEYLM'S WRITTEN CONSENT. B BASIS OF BEARINGS IS PIPIT, UNLESS OTHERWISE SHOWN OR STATED. ' a, ALL KING TIES. PROPERTY MARKER LOCATIONS AND OTHER SITE IMPROVEMENT LOCATIONS SHOWN HEREON ARE P.O.B. MEASURED PERPENDKXILAR TO ADJACENT BOUNDARY LINES, UNLESS OTHERWMSE STATED. SET NAD N. R,/w OF GULF TO BAY BOULEVARD 10. FLOOD ZONE DESIGNATION AND /OR FLOOD ZONE LINES (IF ANY) SHOWN HEREON HAVE BEEN SCALED FROM THE EAST fi0fi.11'R , ILK. CDR. SET N&D REFERENCED MAP AND ARE APPROXIMATE. THE TRUE FLOOD ZONE LINES MUST BE DETERMINED BY AN ENGINEER. -- --------------- �n------ -___ -- ------ ___ -- -_ �`... ....�.� .� .�...�..: SIX. COR. ' 11, THIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP. . 12. THERE MAY BE ADDITIONAL RESTRICTIONS, EASEMENTS OR OTHER MATTERS OF RECORD THAT ARE NOT SHOWN WEST 260 D HEREON THAT MAY BE FOUND N 'THE PUBLIC RECORDS OF THIS COUNTY. INTERSECTION OF THE WEST BOUNDARY IV89 22'53 "W 260.6'- 13. A DIG TICKET WAS SUDMITTED WITH SUNSHINE STATE ONE CALL OF FLORIDA ON JUNE 15, 2011, TICKET I.D. OF THE S.W. 1/4 OF THE N.W. 1/4 OF N8926'15 "W SECTION 13 -28-15 WITH THE NORTH 260.00'M NUMBER 172100073. THE UNDERGROUND UTILITIES SHOWN HEREON, BASED ON ANY SUBSEQUENT FIELD MARKINGS R/W OF GULF TO BAY BOULEVARD I OR DELINEATIONS PERFORMED BY THE AFFECTED UTILITY PROVIDERS, WERE LOCATED NY A FIELD SURVEY AND ONLY I LOCATED AS SHOWN HEREON. ONLY THE UNDERGROUND UTILITIES WHICH WERE VISIDLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEI' WERE LOCATED AND ANY UNDERGROUND UTILITIES NOT ' FIELD MARKED OR DOM15 ON THE GROUND ARE NOT SHOWN HEREON. 90 EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY GEORGE A. SHIMP I & ASSOCIATES, INC. TO VERIFY THE EXISTENCE OF U-) ANY UNDERGROUND UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ADANDONED, 14. THE ZONING AND SETBACK INFORMATION SHOWN HEREON IS BASED ON INFORMATION AVAILJIDIE DURING THE PREPARATION OF THIS SURVEY AND MAY BE SUBJECT TO FLEXIBLE DEVELOPMENT STANDARDS AND OTHER REQUIREMENTS AND GUIDELINES. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. L S. INDY. OF THE N.W. 1/4 ! ' 15. THE ELEVATIONS SHOWN HEREON ARE BASED ON N.G.S. BENCH MARK '350 FEND', WITH AN ELEVATION OF 57.01 _ _ - - OF SECTION 13- 2�J -15 - - - _ GULF TO BAY BOULEVARD �j, - _ - - _ _ - FEET N.A.V.D. 1iJIB. i - - - - - - - _ - - - 100 PUBLIC R/W ALTA /AGSM LAND TiTI.rE SURVEY VC # 9- 0424} N T C 2 .. ,.. _.__...: �:::. :.�� +...;..._.......� —... _....— ...�..,- ...................- ..... _. -....- v1R All I► /RGT�• 11MIR LIEl'L` CI Ip1C'YFTT. R_ ?�_7(T11 CID - ;,m YH - MmnI S/E - SCREENED ENCLO]URE NO = NUMBER! STY =STORY 1 1 } CL - CENTERLINE MHWL - MEAN HIGH WATER LINE 7EC = 9ECnoN CIA - SUBDIYISKON S/W = 11DEWAU( Ills 1 CLF = CHART LINK FENCE MSL ■ MEAN I-7A LEVEL DIET N&D - SET NAL AND DISK NLSO 2512 1 �! 1 CLOS - CL03URE Nil - NAIL AND BOTTLE CAR SIR - SET 1/2' IRON ROD RLSO 2.12 -- — 1 , r .-.�— � WXi '- CCNCRETE - - " CR = COUNTY ROAD ",NtT Y -NAIL AND TAB - NGVD - NATIONAL GEODETIC VERTICAL DATIAA W - SLUT Rhuki It = STATE ROAD EL OR EREV - EOA10 PC - POINT OF CURVE TOS = TOE OF SLDFE EDP - EDGE OF PAVEMENT KC = POINT OF COMPOUND CURVE TRANS = 1RAN0!tNER CS j 1 O Cg EON = EDGE OF WATER PCP - PERMANENT CONTROL PUNT TWP - TOWNRHIP �h. 1 , 1 .— CM EA ON MONIRIETIT PK ■ PARKER KALON UG - UNDERGROUND 1 TIE 53 B4 T20i to a '4 }a 7��11 F' a 1 TES - FLARED END 3ECTION PL - PROPERTY LINE UTIL = UTIITY W 1 A H O N' du Ij �` M< 4 c Ej r C yr I FOUND CONCRETE �T3,f•e�,�' * '+�,. M1 1�" n R. M1 4 i' 9S + i N,f TE 11 U.4/ '4 ( W FlP - HOLM 90 PIPE POS =PUNT OF BEGINNING WD - WOW FIR - FOUND IRON ROD POC - PUNT OF COMMENCEMENT WF = WOOD FENCE FL - FLOW LINE POL - POINT ON LINE WIF - WROUGHT IRON "CC FLD = 11ELD PP = POWER POLE WIT - WITNESS 1 a>=4 sTar�Y C., l 7 ,k ; a a UNPLATTED t FIND =FOUND PRC -POINT OF REVERS CURVATURE WRF -WIRE FENCE !S_RESTAURAWtt� h r f, . 1 L>C FOP = FOUND OPEN PIPE PRM =PERMANENT REFERENCE MONUMENT NV =WATER VALVE ,TO 'BAY e0U NLEV, LARD PARCEL I.D.: 13- 29- 15- 00000 -230 -0500 I�aWRDA POWER CORP. OWNER: McpONALD S CORPORATION +«r MIEIIEVIA110N5 MAY ALSO BE CONCATENATED AS REQUIRED. fi z« x 'f ;,M ;;i3O I�ICI�ATER, FL 3765 i «+ OTHER COMMONLY RECOGNIZED AND /OR ACCEPTED ABBREVIATIONS ARE ALSO UTILIZED BUT NOT SPECIFIED HEREON. V+ 1 TIE 53.21 y w '1 a DRIVE IEILU + a� Cre§ reAr, , 1 dt{ 3C hw• °'w a Ta yr TIE 117.13' k h k 1 GENERAL NOTES ' � ., �•'�' 1 ��, , ;l tie' F T;f a '�a :,w ° °!Yb . .. .,,, � fi t ,,. -cpv N j I .p ip 1. UNLESS OTHERWISE STATED. THE PROPERTY DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT, OR CLIEN PS DESIGNATED AGENT.' Z UNDERGROUND IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO BUILDING FOUNDATIONS, HAVE NOT 8EEN LOCATED z I I S I EXCEPT AS SHOWN HEREON. 3. INACCESSIBLE ABOVE GROUND IMPROVEMENTS (E.G. BUILDING OVERHANGS, THOSE WITHIN SECURED AREAS, ETC.), HAVE 1 NOT IM LOCA10 EXCEPT AS SHOWN HEREON. I i 4. UNLESS OTHERWISE STATED, THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH AND MAY BE 1 N I SUBJECT TO ADDITIONAL EASEMENTS, RIGHT-OF-WAYS, AND OTHER MATTERS OF RECORD. I 5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON. 25 SETBACK LINE i i. BECAUSE OF THE POSSIBILITY OF MOVEMENT OF THE MONUMENTATKIN FROM ITS ORIGINAL PiACEMENT BY PERSONS __ - _- - -____ - ----------------- --- - - - - --- --_--_--------___-_--_--_---------- __- _- _- _- _------------- -_ OTHER THIN THE SURVEYOR, IT IS RECOMMENDED THAT PRIOR TO ANY NEW IMPROVEMENTS ON THE PROPERTY THE POSITION OF THE MOrUMENTATION BE VERIFIED. 7. UNAUTHORIZED COPIES AND /OR REPRODUCTIONS VIA ANY MEDIUM OF THIS DOCUMENT OR ANY PORTIONS THEREOF ARE EXPRESSLY PROHIBITED WITHOUT THE SIGNING SURVEYLM'S WRITTEN CONSENT. B BASIS OF BEARINGS IS PIPIT, UNLESS OTHERWISE SHOWN OR STATED. ' a, ALL KING TIES. PROPERTY MARKER LOCATIONS AND OTHER SITE IMPROVEMENT LOCATIONS SHOWN HEREON ARE P.O.B. MEASURED PERPENDKXILAR TO ADJACENT BOUNDARY LINES, UNLESS OTHERWMSE STATED. SET NAD N. R,/w OF GULF TO BAY BOULEVARD 10. FLOOD ZONE DESIGNATION AND /OR FLOOD ZONE LINES (IF ANY) SHOWN HEREON HAVE BEEN SCALED FROM THE EAST fi0fi.11'R , ILK. CDR. SET N&D REFERENCED MAP AND ARE APPROXIMATE. THE TRUE FLOOD ZONE LINES MUST BE DETERMINED BY AN ENGINEER. -- --------------- �n------ -___ -- ------ ___ -- -_ �`... ....�.� .� .�...�..: SIX. COR. ' 11, THIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP. . 12. THERE MAY BE ADDITIONAL RESTRICTIONS, EASEMENTS OR OTHER MATTERS OF RECORD THAT ARE NOT SHOWN WEST 260 D HEREON THAT MAY BE FOUND N 'THE PUBLIC RECORDS OF THIS COUNTY. INTERSECTION OF THE WEST BOUNDARY IV89 22'53 "W 260.6'- 13. A DIG TICKET WAS SUDMITTED WITH SUNSHINE STATE ONE CALL OF FLORIDA ON JUNE 15, 2011, TICKET I.D. OF THE S.W. 1/4 OF THE N.W. 1/4 OF N8926'15 "W SECTION 13 -28-15 WITH THE NORTH 260.00'M NUMBER 172100073. THE UNDERGROUND UTILITIES SHOWN HEREON, BASED ON ANY SUBSEQUENT FIELD MARKINGS R/W OF GULF TO BAY BOULEVARD I OR DELINEATIONS PERFORMED BY THE AFFECTED UTILITY PROVIDERS, WERE LOCATED NY A FIELD SURVEY AND ONLY I LOCATED AS SHOWN HEREON. ONLY THE UNDERGROUND UTILITIES WHICH WERE VISIDLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEI' WERE LOCATED AND ANY UNDERGROUND UTILITIES NOT ' FIELD MARKED OR DOM15 ON THE GROUND ARE NOT SHOWN HEREON. 90 EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY GEORGE A. SHIMP I & ASSOCIATES, INC. TO VERIFY THE EXISTENCE OF U-) ANY UNDERGROUND UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ADANDONED, 14. THE ZONING AND SETBACK INFORMATION SHOWN HEREON IS BASED ON INFORMATION AVAILJIDIE DURING THE PREPARATION OF THIS SURVEY AND MAY BE SUBJECT TO FLEXIBLE DEVELOPMENT STANDARDS AND OTHER REQUIREMENTS AND GUIDELINES. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. L S. INDY. OF THE N.W. 1/4 ! ' 15. THE ELEVATIONS SHOWN HEREON ARE BASED ON N.G.S. BENCH MARK '350 FEND', WITH AN ELEVATION OF 57.01 _ _ - - OF SECTION 13- 2�J -15 - - - _ GULF TO BAY BOULEVARD �j, - _ - - _ _ - FEET N.A.V.D. 1iJIB. i - - - - - - - _ - - - 100 PUBLIC R/W ALTA /AGSM LAND TiTI.rE SURVEY VC # 9- 0424} N T C 2 .. ,.. _.__...: �:::. :.�� +...;..._.......� —... _....— ...�..,- ...................- ..... _. -....- v1R All I► /RGT�• 11MIR LIEl'L` CI Ip1C'YFTT. R_ ?�_7(T11 C/S = CONCAEEE XJMB NO = NUMBER! STY =STORY 1 } At COR - CORNER COY - COVETED AREA 0/A - OVERALL OHW - OVERHEAD WIRE(S) CIA - SUBDIYISKON S/W = 11DEWAU( Ills 1 I , 0 - DEED DOT - DEPARTMENT OF IRAN"TATION DRNG = DRAINAGE I D/W - DIIVEWAY OR - OFFICIAL RECORDS O/S - wv P = PLAT PI - PLAT lO OK TB - •T' BAR TIM - IEMPORAR4 TENCH MARK TC - TOR OF CURD TOO - TOR OF SANK EL OR EREV - EOA10 PC - POINT OF CURVE TOS = TOE OF SLDFE EDP - EDGE OF PAVEMENT KC = POINT OF COMPOUND CURVE TRANS = 1RAN0!tNER CS j 1 O Cg EON = EDGE OF WATER PCP - PERMANENT CONTROL PUNT TWP - TOWNRHIP �h. 1 , 1 .— CM EA ON MONIRIETIT PK ■ PARKER KALON UG - UNDERGROUND 1 TIE 53 B4 T20i to a '4 }a 7��11 F' a 1 TES - FLARED END 3ECTION PL - PROPERTY LINE UTIL = UTIITY W 1 A H O N' du Ij �` M< 4 c Ej r C yr I FOUND CONCRETE �T3,f•e�,�' * '+�,. M1 1�" n R. M1 4 i' 9S + i N,f TE 11 U.4/ '4 ( W FlP - HOLM 90 PIPE POS =PUNT OF BEGINNING WD - WOW FIR - FOUND IRON ROD POC - PUNT OF COMMENCEMENT WF = WOOD FENCE FL - FLOW LINE POL - POINT ON LINE WIF - WROUGHT IRON "CC FLD = 11ELD PP = POWER POLE WIT - WITNESS 1 a>=4 sTar�Y C., l 7 ,k ; a a UNPLATTED t FIND =FOUND PRC -POINT OF REVERS CURVATURE WRF -WIRE FENCE !S_RESTAURAWtt� h r f, . 1 L>C FOP = FOUND OPEN PIPE PRM =PERMANENT REFERENCE MONUMENT NV =WATER VALVE ,TO 'BAY e0U NLEV, LARD PARCEL I.D.: 13- 29- 15- 00000 -230 -0500 I�aWRDA POWER CORP. OWNER: McpONALD S CORPORATION +«r MIEIIEVIA110N5 MAY ALSO BE CONCATENATED AS REQUIRED. fi z« x 'f ;,M ;;i3O I�ICI�ATER, FL 3765 i «+ OTHER COMMONLY RECOGNIZED AND /OR ACCEPTED ABBREVIATIONS ARE ALSO UTILIZED BUT NOT SPECIFIED HEREON. V+ 1 TIE 53.21 y w '1 a DRIVE IEILU + a� Cre§ reAr, , 1 dt{ 3C hw• °'w a Ta yr TIE 117.13' k h k 1 GENERAL NOTES ' � ., �•'�' 1 ��, , ;l tie' F T;f a '�a :,w ° °!Yb . .. .,,, � fi t ,,. -cpv N j I .p ip 1. UNLESS OTHERWISE STATED. THE PROPERTY DESCRIPTION SHOWN HEREON WAS PROVIDED BY THE CLIENT, OR CLIEN PS DESIGNATED AGENT.' Z UNDERGROUND IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO BUILDING FOUNDATIONS, HAVE NOT 8EEN LOCATED z I I S I EXCEPT AS SHOWN HEREON. 3. INACCESSIBLE ABOVE GROUND IMPROVEMENTS (E.G. BUILDING OVERHANGS, THOSE WITHIN SECURED AREAS, ETC.), HAVE 1 NOT IM LOCA10 EXCEPT AS SHOWN HEREON. I i 4. UNLESS OTHERWISE STATED, THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH AND MAY BE 1 N I SUBJECT TO ADDITIONAL EASEMENTS, RIGHT-OF-WAYS, AND OTHER MATTERS OF RECORD. I 5. THERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON. 25 SETBACK LINE i i. BECAUSE OF THE POSSIBILITY OF MOVEMENT OF THE MONUMENTATKIN FROM ITS ORIGINAL PiACEMENT BY PERSONS __ - _- - -____ - ----------------- --- - - - - --- --_--_--------___-_--_--_---------- __- _- _- _- _------------- -_ OTHER THIN THE SURVEYOR, IT IS RECOMMENDED THAT PRIOR TO ANY NEW IMPROVEMENTS ON THE PROPERTY THE POSITION OF THE MOrUMENTATION BE VERIFIED. 7. UNAUTHORIZED COPIES AND /OR REPRODUCTIONS VIA ANY MEDIUM OF THIS DOCUMENT OR ANY PORTIONS THEREOF ARE EXPRESSLY PROHIBITED WITHOUT THE SIGNING SURVEYLM'S WRITTEN CONSENT. B BASIS OF BEARINGS IS PIPIT, UNLESS OTHERWISE SHOWN OR STATED. ' a, ALL KING TIES. PROPERTY MARKER LOCATIONS AND OTHER SITE IMPROVEMENT LOCATIONS SHOWN HEREON ARE P.O.B. MEASURED PERPENDKXILAR TO ADJACENT BOUNDARY LINES, UNLESS OTHERWMSE STATED. SET NAD N. R,/w OF GULF TO BAY BOULEVARD 10. FLOOD ZONE DESIGNATION AND /OR FLOOD ZONE LINES (IF ANY) SHOWN HEREON HAVE BEEN SCALED FROM THE EAST fi0fi.11'R , ILK. CDR. SET N&D REFERENCED MAP AND ARE APPROXIMATE. THE TRUE FLOOD ZONE LINES MUST BE DETERMINED BY AN ENGINEER. -- --------------- �n------ -___ -- ------ ___ -- -_ �`... ....�.� .� .�...�..: SIX. COR. ' 11, THIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP. . 12. THERE MAY BE ADDITIONAL RESTRICTIONS, EASEMENTS OR OTHER MATTERS OF RECORD THAT ARE NOT SHOWN WEST 260 D HEREON THAT MAY BE FOUND N 'THE PUBLIC RECORDS OF THIS COUNTY. INTERSECTION OF THE WEST BOUNDARY IV89 22'53 "W 260.6'- 13. A DIG TICKET WAS SUDMITTED WITH SUNSHINE STATE ONE CALL OF FLORIDA ON JUNE 15, 2011, TICKET I.D. OF THE S.W. 1/4 OF THE N.W. 1/4 OF N8926'15 "W SECTION 13 -28-15 WITH THE NORTH 260.00'M NUMBER 172100073. THE UNDERGROUND UTILITIES SHOWN HEREON, BASED ON ANY SUBSEQUENT FIELD MARKINGS R/W OF GULF TO BAY BOULEVARD I OR DELINEATIONS PERFORMED BY THE AFFECTED UTILITY PROVIDERS, WERE LOCATED NY A FIELD SURVEY AND ONLY I LOCATED AS SHOWN HEREON. ONLY THE UNDERGROUND UTILITIES WHICH WERE VISIDLE FROM GROUND LEVEL TO THE SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEI' WERE LOCATED AND ANY UNDERGROUND UTILITIES NOT ' FIELD MARKED OR DOM15 ON THE GROUND ARE NOT SHOWN HEREON. 90 EXCAVATIONS OR SUBSURFACE WORK EFFORTS OF ANY KIND WERE PERFORMED BY GEORGE A. SHIMP I & ASSOCIATES, INC. TO VERIFY THE EXISTENCE OF U-) ANY UNDERGROUND UTILITIES. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ADANDONED, 14. THE ZONING AND SETBACK INFORMATION SHOWN HEREON IS BASED ON INFORMATION AVAILJIDIE DURING THE PREPARATION OF THIS SURVEY AND MAY BE SUBJECT TO FLEXIBLE DEVELOPMENT STANDARDS AND OTHER REQUIREMENTS AND GUIDELINES. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. L S. INDY. OF THE N.W. 1/4 ! ' 15. THE ELEVATIONS SHOWN HEREON ARE BASED ON N.G.S. BENCH MARK '350 FEND', WITH AN ELEVATION OF 57.01 _ _ - - OF SECTION 13- 2�J -15 - - - _ GULF TO BAY BOULEVARD �j, - _ - - _ _ - FEET N.A.V.D. 1iJIB. i - - - - - - - _ - - - 100 PUBLIC R/W ALTA /AGSM LAND TiTI.rE SURVEY VC # 9- 0424} N T C 2 .. ,.. _.__...: �:::. :.�� +...;..._.......� —... _....— ...�..,- ...................- ..... _. -....- v1R All I► /RGT�• 11MIR LIEl'L` CI Ip1C'YFTT. R_ ?�_7(T11 I I i 4 I i i I It I it, , � l t I 1 II 1`t k I° �; ?t :, \ -1 ' \\ •\ \\ \ TANDEM DRIVE THRU CRITICAL DIMENSIONS AND NOTES: 1. 6" WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE -THRU LANE. LANE STARTS AT DRIVE -THRU ENTRANCE WHERE "McDONALD'S GATEWAY" SIGN IS LOCATED. 2. AUGER "McDONALD'S ORDER HERE CANOPY" COD /CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 3. AUGER "McDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 4. THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE PRIMARY COD. 5. PRE -SELL BOARD MUST BE 30 " -36" FROM FACE OF CURB. THIS IS MEASURED FROM THE CENTER OF THE PRE -SELL BOARD FOUNDATION TO THE CENTER OF THE COD FOUNDATION. THE DISTANCE BETWEEN THE PRIMARY COD AND PRE -SELL BOARD IS TO BE 30' AS MEASURED ALONG THE CENTER LINE OF THE LANE. -THE ANGLE OF THE PRE -SELL BOARD SHOULD MAXIMIZE VISIBILITY TO THE THIRD CAR FROM COD. 6. "PLEASE HAVE YOUR PAYMENT READY" BOLLARD SIGN MUST BE 30" MIN. FROM FACE OF CURB AND 6' FROM THE BACK OF THE BUILDING. THIS IS MEASURED FROM THE MIDPOINT OF THE SIGN FACE. BOLLARD SIGN IS TO BE ORIENTATED AT AN ANGLE OF 30 DEGREES FROM THE CURB. __ _ ..- _........ �, - �s _ I, GRAPHIC SCALE 1 10 f 20 10 5 0 10 # I , r v1 x4€ PLAI PRIM, OF LCDi 10, I BLOCK "B" W [a 11 I I I ��9 ,' 1 i ; # I ;I I S {� �,..,.,._ �. I I I 4. 3 ,. iI 4' ' E GRAPHIC SCALE 1 " =20' f ' I i1 - I i . I a..� -_ 1111.. _ _. , ° i ( ., . X. 1.r $ - - s iI -'_ „\ 11111111-mm I . i, f x x' i a, LX. L¢:a �\ :i I - 1 � I Q rI �, / �� I 3 i ? t 40 20 10 0 20 I E t! bl „M" I, i F j I i I ` ; t I; ::1 _ __. ...' W= = ? 3 I E I 2 SITE DATA ! I e 1 : I I! Ir � t i I r lio f 1 i I I c :., r, 1I a ... ._. _ . 1. PARCELS NUMBERS: 13 -29 -15 -00000 -230 -0500 ,° 1 i p,., ' 1 11! j� �% I I � �.._;.._ _._..... . ------- 1 ... _._ . 11 1_ --- ".., _ _ 2. SECTION / TOWNSHIP / RANGE:13 / 29 S / 15 E I r i,N1 4 c4 W _ 1111 1111' I i E E 1� \1 i j a 4 ! r� I i �.`O {_ O- svLr�h II I1""..���a_ ,,,.,.,.,,�„a. \, m: � 0 { j I � .. I OF L) �" j ' mm "'" A" 3, SITE ADDRESS: 1860 GULF TO BAY BOULEVARD . t_C+ta i_ '.ii III I 1 6,/ it I ' , ' t' CLEARWATER, FLORIDA 33765 , " U! 1 , I . ., E , 4 PR RTY AR 3 92 S (.895 A ) 0� 1. , r I E, I;� I I i FEE 89 F0 C 11 l l i 1 I . w .-.M ,.nx 1 is h 1.1 tia I ill 1 r N E 3 i~' I i III , ' -' ( , S EX ITI NG ZONING COMMERCIAL "C" 1 I �' t� _` �# 11 I: I I I PARC E f D,: 13 ZO 1 826 2-00 -0060 0') e"; I i , 1 I ` I _ ' II i ii I I �'W.' °R. x' �`I I''��v t= 6. FUTIU�RE LAND USE: COMMERCIAL GENERAL „CG" I i I w_ .� -.�F�. �.-- �.-�,1 � 1 , n Sri 3 11 I 19 I' 11: 1 E , i +::p C 11 s I I ' I 11 I ! P Jam} 0 i I I ts� it �r I Uj I 7. BU LDIN I 1 I =. `_: II ��� �� �s ; , GFRONTtGULF TO BAY BLVD) = 53.0 FT S ( �y 1 ,, I I I I :. C \S ?'...4 \ I t i# - L?l i ;D 11 11.. 3 , I 1. ;::1'\1 1 1 4J E... W i LJ, t l� (a.:J. did. r., �} " i W ! j I FRONT(CORONAAV.) = 105.5 FT } I � \ I I I l_. E{ L I r,., 3m "# € 3 -(3(�- 13 1; S A I � � ra�;� :�;b� °VANs���, I / t v I i T (P V.) 53.3 FT I 1 w m It I 111 r . _ �w�r : u� 1---i iy I ' ` REAR (� ORTH) U t 56.8 FT + i i1 , �. 1 i f : f i i , / r'` ��- Z`i sivl . + i i i b ' i / 111 , II ' i acY r c^ .'/ \ i ' ` ! i I I .1 \ / ONFE 8, L.R i„�.S� J A� e Ai t Rim 1 � 8 I I ;'''.:- 1111..: ._. '`-r - `, <'; _ \ 2c(3 "n � � 1 BUI 'gING HEIGHT: 17.92 FT I r N I r.t £ 3# 4 1 1 IS \ j (// # i., iT .3NtJY...., l �4 . EXISTI G �- i % 37i 1, lts 1 , t z d aF) ' #5 'E I (30.0() %1 t.l LOT" , ,,r,,.,a „,,� , e �, , 3!_ vr, ' .'._ €` ,t #� ^r °'rl<1't� BLOCK °�B" L I 9. SITS ARE DUMI STER j" w �* I b x.x. �� % ",aa .v mcn y. + i , 7 #•y a, .. I• J .. tax ��>; , : ,.... .. i , " 7't ",;.� ' ,� :'' ;z;�a� ,� : :���,'�A: ,A.� 1 1 :..W. 1 ENCLOS Ri= r, ti .^, I! (I fMl .'L ;; I ,•, t ,7,,; r',;R 1 J� > +> ;,:;a;, l,,:i. �: ;,t' `r I VEHICULAR USE AREA: 22,776 SF 58.4% /' t... _. _'_ __. f) s \ :.3n/z�a : r =, _ ___ . _ _._ _ _ . :: _. _. _.._ _ := _ � (, ✓.; s �,I' : .' \ ,- ,, ",:t, s ; . _... ...._ " ::_. BUILDING FOOTPRINT: 3,876 SF (9.9 %) ) ._ � 1 I I I i f ,` \ �,, . iii •,\ \ . ?, y'v ,xP ° 1 ( I o 1, ; _ I � t �, \1 '� l ? SIDEW�LK, CURB, DUMPSTER: 5,457 SF (14.1 /o) _...L.._ ;�,:; +<`+ ,\ o L 1 TOTAL IMPERVIOUS AREA: 32 109 SF $2.4/0 -�_.............. .__...._I - -- I � rr , , l > t k f, /` _� \ 9 0 . ' ., `;tR I TQ O ( ) . r. �C \ f r I a_ I. 1 cv I... �,. I TOTAL PERVIOUS AREA. 6,883 SF (17.6 /o} I \ / r i \r, > \ / \ . ' �I- I I TOT VI - j' 1, r\ POND AREA: 0 SF (0.0 %} PRUP Si f) , I o ;,> Oi � , ,° �,, ' - ,� '``: _....'..W.__.._.. - :1:11,,1 .: ..' .:. t'` � INTERIOR LANDSCAPE AREA: 2 302 SF 10.1 /o OF VUA �. ' �' ~PROPOSED DUMPSTER s .: ", , i TOTAL AREA: 38,9 2 SF 100% DETECTOR�' / _W._ _ \ , l ( ) I I I \ \i r: V ENCLOSURE GATES w: I i L I , i ° -'.::. ",� (GONTRAG FOR TO USE THE SAME. o? z I i I MATERIAL TO MATCH ADJACENT � Cam.. I I ' 10. GROSS , SS FLOOR AREA = 3 876 SF PROPOSED PR POSED, a I I .11 \ DUMPSTER ENCLOSURE GATES) 'I SECONDARYCOCI GATE AY I I � � - -I' . 06 RELOCATED '' b I I , i I- SIGN + ! N EwsPAP� "R fox PROPOSED I 11. FLOOR AREA R4,TIO (F.A.R.) = 3,876 SF / 38,992 SF = 0.099 II BICYCLE RACK -i l I ±,; RELOCATED _. I 12.0 PROPOSED 1111 C 1111 ... 1111_ \ ,.. ,.. , . PAY PHONE E I LC 1 B SEC•ON ARY ,_. I 1 . :..: .__ W R' McDONALD S USA L q ; ,. I a. �..r_..:.: W _._; I p . I _ -;`. ._ I MENU BOARD . : ,:. 1,1 a �,.,,x ,.A, ' j � �... ! , ; 10150 HIGHLAND MANOR DRIVE, SUITE 470 �w,,._w < , i _..;.. ; c c. "..�:::� .+. -:-a. -_ t , ___ t...? T ,i t _.. 1:..C. ll`...1... • ._ __ 1,111_ i F �) 1 ,�',{ ,.- 'C ,.l.pi. A.�. _1-1-1.1s.11-1- .,, ;._r _. .. + + ,-'-+ ,. - - ,.11,11 .;I - - i�.__.. 11 ! '>W;. <'? _ _. _ .. _M. A_� r.', 1111 s_ . '11 ` \ ( I TAMPA' FLORIDA 33610 � � .a i :. ,t... ,.a' i/ ,: -. .....;,:�x ....:.. 1 r r r 'r _'t °r 'r 'r'- ,� 1 ., , 1 i 't l f_S T r_- -_.. :.L..w,. .q... .1._.r.x _ _ ''I li :� >i; i 0.0 FRO :CEN rE F F. 1111_. _ 1111 1111.. _,_ .€ _. it \ R IT1 \ I "", -> ._- I _ ._.L..:. _i + r _t. r 1, ^i .'ua 1, Y -. .- , . .. :. ,f� e.. ,. i 1">- ._I.m.- ...f_..t.., ... ...a_�_ r s r 11,11 'Y '..8:, r 105.5' - m- I i. PROPOSE[ 0,RIMAkY OD ? :I t 1111 ., i / ln.< . ' - ,. ,_ 1111 ,„.,,m EX. LADDER / 3,3v' sr 13.67 2 1, ' :TO CENTER (`)FJPROPC3 I \ t -, F, ,;`, �� . }� / l 13. STQRMWATER MANAGEMENT: WQT & ATTENUATION j SEGO D Y COY 3 / I PROPOSED'A4$ S J I w r f _1< 1 l,'.., ff} !� / i. BUILDING EXPANSION I !; i 1 y j I t _,n.w: - Ij... -,� .Ir.l'M ar... :..z V I .,�IW " +. '_.Iv i 1 !`y 1 , --r : - , - W T I I, I 1 ;� CA4. FLOOD ZONE IN ORMATION: ZONE X 1 ,,` .. , ONE STOR C.B.S. - ( , Y ., + _ I E it i . I I I,. E 36 „/29' :es j a y F ` . t.... i , t I' ' ` -' II LL,. L ' .. i \! d , _ , .. ...x , + t 4, , t,A5 ,... I -- - c M NA D S RFSTAUR_ - I -. - ;. _ <,,., • � , : ,, § Sv' 1,liCE3;. 20.1 i 19.5. _...p."_: e, - , ; e.i .,� 1111 , ;; ,� _ ! `� %� e:. .-, ,+ ,> .., " ... -+ II- -•.',: .- �... ii :,,,.,,: I ;,� ,,,, I ,1, s , r Li : , �s ;�1E CLI_ I.C).. t,3'..:.i ,- (ant,t � .' ,:,> ' , J 15. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED. 1l PROPOSE, -r 860 �e UL € O BAY ��f�,�. LEVA D 0 1 J ; i � � =. Fi„ . -- I i X> c °JNFid: t',�c,I,ONe' r_O:3 C `r t?S? ti r0 11 1 4 1 l I I 1 , 3 f BINARY C D 1 CE_( t4�J L1r€ r e° o I I .,,,.a. J ; : I I,: - og i... . E11 ;I I I I. I 6 ATE MANAGE MENT: TWO DUMPSTERS. I ill I '` I' I I I, ;,;� AREA = 3,876 SF RELOCATED I I I I # " i 1 . WASTE . `E \ i 11 3 !F ttt x I HANDRAIL I �'_._._._._'- ._. -_'__; i \ \• 'm i I',. iE 1 1 w'j "` PROPOSE C ii s 1e3 3 : \ x o >J / -. _ -: „ 'y' . 141, �/ - _._:�. I1._._. ..... ..........� PROPOSED - "'I I \ >' I `- a ° I }. i 17. TOT' PARKINGI PROVIDED: 60 SPACES LOOPI i I I _.,i + 1'. \ \ BOLLARD t��) ./ iS r /i JI I ' I ti I t! I P� DETECT + R L 1` xa 2. I Z`, X1.1., 1 Q I`. '..' , , �N a _ ' S.$ °' r!r A� a= 'II I'.'i ssd l 1 a I I REGULAR = 39, HANDICAP = 2 PLUS 1. / __ I / :._ !;, Yf o ; f .« ;w • r.l ( ` 19 PARKING SPACES PROVIDED IN ADJACENT PARCEL His I ,j I -, E 29.. }2: ,1 y txC '7 O b, / / i I I i , / I ,,, a c:-r' _____ ''' - 1111 1111.. .,�i" 01 13.67' :' J\ t i +iii - ti , W..._.._ _ 1 111__ _. -- _. %/, x.__. , 13- 29 -15' 82602 -0050. r. _.... -_ - I " :. I i -._ 1 r� ! i r \ \ C._. 1111 ., - _. \ Cx +r� ill s , 11,11., - .;. l r r/ 1 !f I 1 i' eS ;LV 1 RELOCA E 4' f ,11 !1 j PRIMA Y+ I ='. ; , 11 % erg : r i -j �, R I \\ , �,: py \ =1 / 1 .TOT L PARKINGIRE REQUIRED: 58 SPACES l I I r/ .a I 8 Q ,. { t \' ,�i MENJ BOA D 4 _ .: ,: �,. : _ =.Y ,-. _, � .. ,... _, F,J I i ,I, . �. \ \, .. : ..a ra I 3,876S x 15 SPACES PER 1,000 SF OF G.F.A - 58 # I , _.__w__� ___W. _ . _r_ :.__ :_.. _..v.e I i i i J a /+ \\ , .. ... 1 \ I; ,: .. I 1, 1. 0 -' .�i I V� ✓/f -'✓ E 11 I i; \ I_c" a_ ,1 ti f r 1 I I I \ I r: 1 P ° / >1'R I i o < AY , I .- i 65.0' FRO EIEL.00,ATi D l /� ",, .,,:. L I °r L1 I' 1 I I i I i PRIMARY OD TO ". ; rAr r � r?.,X. #,1 I ! i I PRUPUSED C HIIER B : OT'' �: �' _. A9'76'r ;; { I` I I �Ij , ,�\ „l.. I 1 I I I ,I I ,; $ i 1. ,,i3 PROPOSED "bLyE:ASE_ {{ ; � s I hIiFIAVE YOUR PAINENT I `'' ��,\ 1 \' �.).'' i 0 t f ,,,, rr -;:. I // € ,o:s „i. �. 9I/f1ld ',�a::. I 1 I \t a J i.. 4 �9 9, i 1` I I. i' ifi� I- f t F: > ..................t . s.. READY +i BO' D „ a ti \', 1y. , 7 i� i I L,, I "i \� ,� fy'F .., is o . s (b 1111:- .__ 1 !I _.:. :. , \,. 4. I ::.� � N r t� I I I \ \ . f ,/ y 5.5 v Ji', i .r "", 1111 .' %'' I I ... C _J t C t. , 1111: _W 1111:. L._._. i _. ! / ✓ i \ _ «. 1111.. _._.___. „ , \. r . ,> ._._._._......._. ., .1111. ,(1 11 1_ 1 11'1_- -- -__ .. 1111. " -__ -_. . " -o 1111 : :.. 1111..: :' 1111_. ... .... 1111_ ... .1111,__ _'__ r : 1 0 - ` _. 1 __ S -. . ._ _ ....- - __ l._._ ✓ \ _ ... �..._ i J z \, o a -1111. r \ „.,:, '. - _ 1111 ... _ 1111.. 1111 .: ::1111 _.. _ -'`) _ - �\ EXISTING \: !4'z 'f Lx i ; ;:c .i EX., E'.CA 3:'13 °e t'-'_ f I s'.( >.. Z:�: _. , , ; 3 °€, €� r ? r 1'rz °rta Ta LEGEND MCDONALDS _.._._n,,H��' �._._. ,.\ c. -, e / I ` \ ,1111_.. _ -. . -1. I.. ,1111_ 1.111_ ._a.:.. 1111... ... 1111 _ ¢¢ I ......k_ _ f .. _ E 11 H __ _. _ 1111 ,_w __ _ r Iv _.,. N -- 1111._ 11.11. __'- ___.__ _. 11 1. I n S ;;;i .: W POLE SIGN ' . >' , _ VA_,yi" { J rO 3,�II" . !L_,_1tixi) -- BLI I. O r . ' # i,3 W 7 )'i _.. :.3 d. f d.,t r 1. „... -1 _._._._._ L1_1.1Y.__ _ .................._.... 153,I..............._..___. 7. "c . ., I" I 1 i ", i:, r,e �-„ ...,.......__..: 1111 _ .. 1111, 1:111,_._ ...._.,:._.. .._.._._.........:' "- - .,...::._._ V, - ....._.:... 111.1 _ ...__.. , J + , ._ _. 1111. .. si. ,7 U1 r� _.: e_,,.,,. O.T?v+�_........:_.._.._...__._ _ :1111_. , . 11:11_ x:;..."13 i,.1�... (d�}7A \. 4• • -. _ ..1L 3 - (3.9 t..* / 1............_ X. L.t �n� ,. EXISTING W x ._ _ :. _:W m cxW::WWu 1111_._ ._._ w -.. _ . -_ _ - I. �....._._..:_ _. _ w. _ _. _ _ --PROPERTY LINE Ll- r 1111 1111... . _ 1111__ _, -, _ .., _ . L... __ 1111_ _._ � - .-- 1111 O P ,1111,, I......S :S Y T t .,.:,:c.:, ,. ".,, ::..x:, ..,,",..S ,.> ,.m., iv;v. �;...- v a v.v.,:.v:.. i ,,7 v 111:1..:. ., ::.a " ?:i: : , , , , ,.... , 3 _ - 42.0'FROMPROPOSED �, "°. �; emu,,,:, , �....,,,,,,, ,,,,,,.. ,.rI:,_ M- CASHIER BOOTH TO E 42 PROPOSED I EXISTING PRESENTER i DIMENSION ..,.., BOOTH .,, w ... :�� . , . , n;„ „s I �,�s .:., , ..1 �1� EXISTING _ ............................. _......_...._.___........ :.. rn I �> - - - -.. DIMENSION L> .,1111. 1. a: .,a�m „,,& BNDY.OFTFIEN,VV. 1i4 : ,i' OF � ECTIOs d 11 3 ' <'115 ... _._. ..... . _._._._._..__. __ _, . . .... ._. ___ __ __ SITEv''F'LAN NOTES -1- 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN THE CITY OF CLEARWATER LAND DEVELOPMENT, ZONING AND /OR RELATED ORDINANCES. 2. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 3. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE: CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 4. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS. 5. REFER TO ARCHITECTURAL PLANS FOR DUMPSTER PAD SIZE, LOCATION AND DETAILS. 6. ALL PROPOSED PARKING /DRIVE AREAS TO BE CURBED WITH FDOT TYPE 'F' CURB, UNLESS SPECIFIED OTHERWISE. ALL CURB RAMPS SHALL BE CONSTRUCTED AND TEXTURED PER FDOT INDEX NO. 304. 7. MINIMUM CURB RADII IS THREE (3) FEET, UNLESS OTHERWISE NOTED. EXACT RADII GULF Wn: „�,:,.,:,..:� ,,,ti' � BLIC RtIV ........ __.._... _ ._.____ _- .._..... _ __ _ THAT PART OF THE SW 1/4 OF THE NW 1/4 OF SECTION 13, TOWNSHIP 29 SOUTH, RANGE 15 EAST, LOCATED ACCORDING TO THE PLAT OF PROPERTY OF A & W GLADE, INC., RECORDED IN PLAT BOOK 25 ON PAGES 53 AND 54 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: BEGINNING IN THE NORTH BOUNDARY OF GULF -TO -BAY BOULEVARD, AT A POINT WHICH DIMENSIONS ARE SPECIFIED IN SHEET C -4.2. IS 606.81 FEET EAST, ALONG SAID BOUNDARY, FROM ITS INTERSECTION WITH THE WEST BOUNDARY OF SAID SW 1/4 OF THE NW 1/4 AND RUNNING THENCE N00 °33'28 "W, 150 FEET; 8. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT, THENCE EAST PARALLEL TO SAID NORTH BOUNDARY OF GULF -TO -BAY BOULEVARD, 260 FACE OF CURB OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. FEET; THENCE S00 °33'28 "E, 150 FEET; AND THENCE WEST ALONG THE NORTH BOUNDARY OF GULF -TO -BAY BOULEVARD, 260 FEET TO THE POINT OF BEGINNING. 9. ALL DISTURBED AREAS ARE TO RECEIVE FOUR (4) INCHES OF TOP SOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. CONTAINING 38,992 SQUARE FEET OR 0.90 ACRES, MORE OR LESS. 10 ALL BOUNDARY AND TOPOGRAPHICAL 'INFORMATION SHOWN WAS TAKEN FROM z O z O 0 a W I(l V 0 W U) 0 0 Z 0 O uj �� I Of o •i U 3 CNN r °'xN' M I r r, Q ao . I 0 m to m z° `� V t © 0° Lu z m m le o 0 f 0 i 11 1 F! O l G. (7 U) n 0 W U i � Co z ti z BLOCK Es Izi- N O rrnn x 4) LSO z 0 i 3 __ - - - -1 1 _ ��� 1111.. .. 1111•• 1111..... 1,.,1' 1111_ - -. -- ._1111 :n_... _--t,- ,.. 1111 ,. . 11 _. ._.........._.. 1111 - __ ._.__..__ - 1111_. t, 1111.. .__ 1111_ 1111.. _ 'I 1111 .. ",(r.,.... 1111_ -_ •__....... _......._ ._. ._......... LLJ t S1111 0 U ......._. 1111_ .._ ... 1111... __ ............... - .- _._.._.. ...... _.......... ......_...,.,, 3 � I --- -_ - """' - _._ - __ ____ ___ 1111 •I I ._ .......... _ _ _ _. ._ .._._. ___._ __.... ..... .. .- .__.. ......_. _111_1 ,.., wuaaw s „�� : ., ,,,. E ',..., ' 1 i I i" i,; = 2 o \ Lu F- =� \� O -.: W W _ 't , u W I \`^ I I � U T ..I I I I + .. _.__...._ _..... _.__ .._... .......... ( 1. i I ,. i1 ' l Ii W T 3 9I:,;ar 9 i,. . _ d � r z , I # I , r v1 x4€ PLAI PRIM, OF LCDi 10, I BLOCK "B" W [a 11 I I I ��9 ,' 1 i ; # I ;I I S {� �,..,.,._ �. I I I 4. 3 ,. iI 4' ' E GRAPHIC SCALE 1 " =20' f ' I i1 - I i . I a..� -_ 1111.. _ _. , ° i ( ., . X. 1.r $ - - s iI -'_ „\ 11111111-mm I . i, f x x' i a, LX. L¢:a �\ :i I - 1 � I Q rI �, / �� I 3 i ? t 40 20 10 0 20 I E t! bl „M" I, i F j I i I ` ; t I; ::1 _ __. ...' W= = ? 3 I E I 2 SITE DATA ! I e 1 : I I! Ir � t i I r lio f 1 i I I c :., r, 1I a ... ._. _ . 1. PARCELS NUMBERS: 13 -29 -15 -00000 -230 -0500 ,° 1 i p,., ' 1 11! j� �% I I � �.._;.._ _._..... . ------- 1 ... _._ . 11 1_ --- ".., _ _ 2. SECTION / TOWNSHIP / RANGE:13 / 29 S / 15 E I r i,N1 4 c4 W _ 1111 1111' I i E E 1� \1 i j a 4 ! r� I i �.`O {_ O- svLr�h II I1""..���a_ ,,,.,.,.,,�„a. \, m: � 0 { j I � .. I OF L) �" j ' mm "'" A" 3, SITE ADDRESS: 1860 GULF TO BAY BOULEVARD . t_C+ta i_ '.ii III I 1 6,/ it I ' , ' t' CLEARWATER, FLORIDA 33765 , " U! 1 , I . ., E , 4 PR RTY AR 3 92 S (.895 A ) 0� 1. , r I E, I;� I I i FEE 89 F0 C 11 l l i 1 I . w .-.M ,.nx 1 is h 1.1 tia I ill 1 r N E 3 i~' I i III , ' -' ( , S EX ITI NG ZONING COMMERCIAL "C" 1 I �' t� _` �# 11 I: I I I PARC E f D,: 13 ZO 1 826 2-00 -0060 0') e"; I i , 1 I ` I _ ' II i ii I I �'W.' °R. x' �`I I''��v t= 6. FUTIU�RE LAND USE: COMMERCIAL GENERAL „CG" I i I w_ .� -.�F�. �.-- �.-�,1 � 1 , n Sri 3 11 I 19 I' 11: 1 E , i +::p C 11 s I I ' I 11 I ! P Jam} 0 i I I ts� it �r I Uj I 7. BU LDIN I 1 I =. `_: II ��� �� �s ; , GFRONTtGULF TO BAY BLVD) = 53.0 FT S ( �y 1 ,, I I I I :. C \S ?'...4 \ I t i# - L?l i ;D 11 11.. 3 , I 1. ;::1'\1 1 1 4J E... W i LJ, t l� (a.:J. did. r., �} " i W ! j I FRONT(CORONAAV.) = 105.5 FT } I � \ I I I l_. E{ L I r,., 3m "# € 3 -(3(�- 13 1; S A I � � ra�;� :�;b� °VANs���, I / t v I i T (P V.) 53.3 FT I 1 w m It I 111 r . _ �w�r : u� 1---i iy I ' ` REAR (� ORTH) U t 56.8 FT + i i1 , �. 1 i f : f i i , / r'` ��- Z`i sivl . + i i i b ' i / 111 , II ' i acY r c^ .'/ \ i ' ` ! i I I .1 \ / ONFE 8, L.R i„�.S� J A� e Ai t Rim 1 � 8 I I ;'''.:- 1111..: ._. '`-r - `, <'; _ \ 2c(3 "n � � 1 BUI 'gING HEIGHT: 17.92 FT I r N I r.t £ 3# 4 1 1 IS \ j (// # i., iT .3NtJY...., l �4 . EXISTI G �- i % 37i 1, lts 1 , t z d aF) ' #5 'E I (30.0() %1 t.l LOT" , ,,r,,.,a „,,� , e �, , 3!_ vr, ' .'._ €` ,t #� ^r °'rl<1't� BLOCK °�B" L I 9. SITS ARE DUMI STER j" w �* I b x.x. �� % ",aa .v mcn y. + i , 7 #•y a, .. I• J .. tax ��>; , : ,.... .. i , " 7't ",;.� ' ,� :'' ;z;�a� ,� : :���,'�A: ,A.� 1 1 :..W. 1 ENCLOS Ri= r, ti .^, I! (I fMl .'L ;; I ,•, t ,7,,; r',;R 1 J� > +> ;,:;a;, l,,:i. �: ;,t' `r I VEHICULAR USE AREA: 22,776 SF 58.4% /' t... _. _'_ __. f) s \ :.3n/z�a : r =, _ ___ . _ _._ _ _ . :: _. _. _.._ _ := _ � (, ✓.; s �,I' : .' \ ,- ,, ",:t, s ; . _... ...._ " ::_. BUILDING FOOTPRINT: 3,876 SF (9.9 %) ) ._ � 1 I I I i f ,` \ �,, . iii •,\ \ . ?, y'v ,xP ° 1 ( I o 1, ; _ I � t �, \1 '� l ? SIDEW�LK, CURB, DUMPSTER: 5,457 SF (14.1 /o) _...L.._ ;�,:; +<`+ ,\ o L 1 TOTAL IMPERVIOUS AREA: 32 109 SF $2.4/0 -�_.............. .__...._I - -- I � rr , , l > t k f, /` _� \ 9 0 . ' ., `;tR I TQ O ( ) . r. �C \ f r I a_ I. 1 cv I... �,. I TOTAL PERVIOUS AREA. 6,883 SF (17.6 /o} I \ / r i \r, > \ / \ . ' �I- I I TOT VI - j' 1, r\ POND AREA: 0 SF (0.0 %} PRUP Si f) , I o ;,> Oi � , ,° �,, ' - ,� '``: _....'..W.__.._.. - :1:11,,1 .: ..' .:. t'` � INTERIOR LANDSCAPE AREA: 2 302 SF 10.1 /o OF VUA �. ' �' ~PROPOSED DUMPSTER s .: ", , i TOTAL AREA: 38,9 2 SF 100% DETECTOR�' / _W._ _ \ , l ( ) I I I \ \i r: V ENCLOSURE GATES w: I i L I , i ° -'.::. ",� (GONTRAG FOR TO USE THE SAME. o? z I i I MATERIAL TO MATCH ADJACENT � Cam.. I I ' 10. GROSS , SS FLOOR AREA = 3 876 SF PROPOSED PR POSED, a I I .11 \ DUMPSTER ENCLOSURE GATES) 'I SECONDARYCOCI GATE AY I I � � - -I' . 06 RELOCATED '' b I I , i I- SIGN + ! N EwsPAP� "R fox PROPOSED I 11. FLOOR AREA R4,TIO (F.A.R.) = 3,876 SF / 38,992 SF = 0.099 II BICYCLE RACK -i l I ±,; RELOCATED _. I 12.0 PROPOSED 1111 C 1111 ... 1111_ \ ,.. ,.. , . PAY PHONE E I LC 1 B SEC•ON ARY ,_. I 1 . :..: .__ W R' McDONALD S USA L q ; ,. I a. �..r_..:.: W _._; I p . I _ -;`. ._ I MENU BOARD . : ,:. 1,1 a �,.,,x ,.A, ' j � �... ! , ; 10150 HIGHLAND MANOR DRIVE, SUITE 470 �w,,._w < , i _..;.. ; c c. "..�:::� .+. -:-a. -_ t , ___ t...? T ,i t _.. 1:..C. ll`...1... • ._ __ 1,111_ i F �) 1 ,�',{ ,.- 'C ,.l.pi. A.�. _1-1-1.1s.11-1- .,, ;._r _. .. + + ,-'-+ ,. - - ,.11,11 .;I - - i�.__.. 11 ! '>W;. <'? _ _. _ .. _M. A_� r.', 1111 s_ . '11 ` \ ( I TAMPA' FLORIDA 33610 � � .a i :. ,t... ,.a' i/ ,: -. .....;,:�x ....:.. 1 r r r 'r _'t °r 'r 'r'- ,� 1 ., , 1 i 't l f_S T r_- -_.. :.L..w,. .q... .1._.r.x _ _ ''I li :� >i; i 0.0 FRO :CEN rE F F. 1111_. _ 1111 1111.. _,_ .€ _. it \ R IT1 \ I "", -> ._- I _ ._.L..:. _i + r _t. r 1, ^i .'ua 1, Y -. .- , . .. :. ,f� e.. ,. i 1">- ._I.m.- ...f_..t.., ... ...a_�_ r s r 11,11 'Y '..8:, r 105.5' - m- I i. PROPOSE[ 0,RIMAkY OD ? :I t 1111 ., i / ln.< . ' - ,. ,_ 1111 ,„.,,m EX. LADDER / 3,3v' sr 13.67 2 1, ' :TO CENTER (`)FJPROPC3 I \ t -, F, ,;`, �� . }� / l 13. STQRMWATER MANAGEMENT: WQT & ATTENUATION j SEGO D Y COY 3 / I PROPOSED'A4$ S J I w r f _1< 1 l,'.., ff} !� / i. BUILDING EXPANSION I !; i 1 y j I t _,n.w: - Ij... -,� .Ir.l'M ar... :..z V I .,�IW " +. '_.Iv i 1 !`y 1 , --r : - , - W T I I, I 1 ;� CA4. FLOOD ZONE IN ORMATION: ZONE X 1 ,,` .. , ONE STOR C.B.S. - ( , Y ., + _ I E it i . I I I,. E 36 „/29' :es j a y F ` . t.... i , t I' ' ` -' II LL,. L ' .. i \! d , _ , .. ...x , + t 4, , t,A5 ,... I -- - c M NA D S RFSTAUR_ - I -. - ;. _ <,,., • � , : ,, § Sv' 1,liCE3;. 20.1 i 19.5. _...p."_: e, - , ; e.i .,� 1111 , ;; ,� _ ! `� %� e:. .-, ,+ ,> .., " ... -+ II- -•.',: .- �... ii :,,,.,,: I ;,� ,,,, I ,1, s , r Li : , �s ;�1E CLI_ I.C).. t,3'..:.i ,- (ant,t � .' ,:,> ' , J 15. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED. 1l PROPOSE, -r 860 �e UL € O BAY ��f�,�. LEVA D 0 1 J ; i � � =. Fi„ . -- I i X> c °JNFid: t',�c,I,ONe' r_O:3 C `r t?S? ti r0 11 1 4 1 l I I 1 , 3 f BINARY C D 1 CE_( t4�J L1r€ r e° o I I .,,,.a. J ; : I I,: - og i... . E11 ;I I I I. I 6 ATE MANAGE MENT: TWO DUMPSTERS. I ill I '` I' I I I, ;,;� AREA = 3,876 SF RELOCATED I I I I # " i 1 . WASTE . `E \ i 11 3 !F ttt x I HANDRAIL I �'_._._._._'- ._. -_'__; i \ \• 'm i I',. iE 1 1 w'j "` PROPOSE C ii s 1e3 3 : \ x o >J / -. _ -: „ 'y' . 141, �/ - _._:�. I1._._. ..... ..........� PROPOSED - "'I I \ >' I `- a ° I }. i 17. TOT' PARKINGI PROVIDED: 60 SPACES LOOPI i I I _.,i + 1'. \ \ BOLLARD t��) ./ iS r /i JI I ' I ti I t! I P� DETECT + R L 1` xa 2. I Z`, X1.1., 1 Q I`. '..' , , �N a _ ' S.$ °' r!r A� a= 'II I'.'i ssd l 1 a I I REGULAR = 39, HANDICAP = 2 PLUS 1. / __ I / :._ !;, Yf o ; f .« ;w • r.l ( ` 19 PARKING SPACES PROVIDED IN ADJACENT PARCEL His I ,j I -, E 29.. }2: ,1 y txC '7 O b, / / i I I i , / I ,,, a c:-r' _____ ''' - 1111 1111.. .,�i" 01 13.67' :' J\ t i +iii - ti , W..._.._ _ 1 111__ _. -- _. %/, x.__. , 13- 29 -15' 82602 -0050. r. _.... -_ - I " :. I i -._ 1 r� ! i r \ \ C._. 1111 ., - _. \ Cx +r� ill s , 11,11., - .;. l r r/ 1 !f I 1 i' eS ;LV 1 RELOCA E 4' f ,11 !1 j PRIMA Y+ I ='. ; , 11 % erg : r i -j �, R I \\ , �,: py \ =1 / 1 .TOT L PARKINGIRE REQUIRED: 58 SPACES l I I r/ .a I 8 Q ,. { t \' ,�i MENJ BOA D 4 _ .: ,: �,. : _ =.Y ,-. _, � .. ,... _, F,J I i ,I, . �. \ \, .. : ..a ra I 3,876S x 15 SPACES PER 1,000 SF OF G.F.A - 58 # I , _.__w__� ___W. _ . _r_ :.__ :_.. _..v.e I i i i J a /+ \\ , .. ... 1 \ I; ,: .. I 1, 1. 0 -' .�i I V� ✓/f -'✓ E 11 I i; \ I_c" a_ ,1 ti f r 1 I I I \ I r: 1 P ° / >1'R I i o < AY , I .- i 65.0' FRO EIEL.00,ATi D l /� ",, .,,:. L I °r L1 I' 1 I I i I i PRIMARY OD TO ". ; rAr r � r?.,X. #,1 I ! i I PRUPUSED C HIIER B : OT'' �: �' _. A9'76'r ;; { I` I I �Ij , ,�\ „l.. I 1 I I I ,I I ,; $ i 1. ,,i3 PROPOSED "bLyE:ASE_ {{ ; � s I hIiFIAVE YOUR PAINENT I `'' ��,\ 1 \' �.).'' i 0 t f ,,,, rr -;:. I // € ,o:s „i. �. 9I/f1ld ',�a::. I 1 I \t a J i.. 4 �9 9, i 1` I I. i' ifi� I- f t F: > ..................t . s.. READY +i BO' D „ a ti \', 1y. , 7 i� i I L,, I "i \� ,� fy'F .., is o . s (b 1111:- .__ 1 !I _.:. :. , \,. 4. I ::.� � N r t� I I I \ \ . f ,/ y 5.5 v Ji', i .r "", 1111 .' %'' I I ... C _J t C t. , 1111: _W 1111:. L._._. i _. ! / ✓ i \ _ «. 1111.. _._.___. „ , \. r . ,> ._._._._......._. ., .1111. ,(1 11 1_ 1 11'1_- -- -__ .. 1111. " -__ -_. . " -o 1111 : :.. 1111..: :' 1111_. ... .... 1111_ ... .1111,__ _'__ r : 1 0 - ` _. 1 __ S -. . ._ _ ....- - __ l._._ ✓ \ _ ... �..._ i J z \, o a -1111. r \ „.,:, '. - _ 1111 ... _ 1111.. 1111 .: ::1111 _.. _ -'`) _ - �\ EXISTING \: !4'z 'f Lx i ; ;:c .i EX., E'.CA 3:'13 °e t'-'_ f I s'.( >.. Z:�: _. , , ; 3 °€, €� r ? r 1'rz °rta Ta LEGEND MCDONALDS _.._._n,,H��' �._._. ,.\ c. -, e / I ` \ ,1111_.. _ -. . -1. I.. ,1111_ 1.111_ ._a.:.. 1111... ... 1111 _ ¢¢ I ......k_ _ f .. _ E 11 H __ _. _ 1111 ,_w __ _ r Iv _.,. N -- 1111._ 11.11. __'- ___.__ _. 11 1. I n S ;;;i .: W POLE SIGN ' . >' , _ VA_,yi" { J rO 3,�II" . !L_,_1tixi) -- BLI I. O r . ' # i,3 W 7 )'i _.. :.3 d. f d.,t r 1. „... -1 _._._._._ L1_1.1Y.__ _ .................._.... 153,I..............._..___. 7. "c . ., I" I 1 i ", i:, r,e �-„ ...,.......__..: 1111 _ .. 1111, 1:111,_._ ...._.,:._.. .._.._._.........:' "- - .,...::._._ V, - ....._.:... 111.1 _ ...__.. , J + , ._ _. 1111. .. si. ,7 U1 r� _.: e_,,.,,. O.T?v+�_........:_.._.._...__._ _ :1111_. , . 11:11_ x:;..."13 i,.1�... (d�}7A \. 4• • -. _ ..1L 3 - (3.9 t..* / 1............_ X. L.t �n� ,. EXISTING W x ._ _ :. _:W m cxW::WWu 1111_._ ._._ w -.. _ . -_ _ - I. �....._._..:_ _. _ w. _ _. _ _ --PROPERTY LINE Ll- r 1111 1111... . _ 1111__ _, -, _ .., _ . L... __ 1111_ _._ � - .-- 1111 O P ,1111,, I......S :S Y T t .,.:,:c.:, ,. ".,, ::..x:, ..,,",..S ,.> ,.m., iv;v. �;...- v a v.v.,:.v:.. i ,,7 v 111:1..:. ., ::.a " ?:i: : , , , , ,.... , 3 _ - 42.0'FROMPROPOSED �, "°. �; emu,,,:, , �....,,,,,,, ,,,,,,.. ,.rI:,_ M- CASHIER BOOTH TO E 42 PROPOSED I EXISTING PRESENTER i DIMENSION ..,.., BOOTH .,, w ... :�� . , . , n;„ „s I �,�s .:., , ..1 �1� EXISTING _ ............................. _......_...._.___........ :.. rn I �> - - - -.. DIMENSION L> .,1111. 1. a: .,a�m „,,& BNDY.OFTFIEN,VV. 1i4 : ,i' OF � ECTIOs d 11 3 ' <'115 ... _._. ..... . _._._._._..__. __ _, . . .... ._. ___ __ __ SITEv''F'LAN NOTES -1- 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN THE CITY OF CLEARWATER LAND DEVELOPMENT, ZONING AND /OR RELATED ORDINANCES. 2. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR ACCURACY. ANY DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 3. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. IF ANY CONTROL POINTS ARE DAMAGED OR DISTURBED, IT SHALL BE THE RESPONSIBILITY OF THE: CONTRACTOR TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 4. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS. 5. REFER TO ARCHITECTURAL PLANS FOR DUMPSTER PAD SIZE, LOCATION AND DETAILS. 6. ALL PROPOSED PARKING /DRIVE AREAS TO BE CURBED WITH FDOT TYPE 'F' CURB, UNLESS SPECIFIED OTHERWISE. ALL CURB RAMPS SHALL BE CONSTRUCTED AND TEXTURED PER FDOT INDEX NO. 304. 7. MINIMUM CURB RADII IS THREE (3) FEET, UNLESS OTHERWISE NOTED. EXACT RADII GULF Wn: „�,:,.,:,..:� ,,,ti' � BLIC RtIV ........ __.._... _ ._.____ _- .._..... _ __ _ THAT PART OF THE SW 1/4 OF THE NW 1/4 OF SECTION 13, TOWNSHIP 29 SOUTH, RANGE 15 EAST, LOCATED ACCORDING TO THE PLAT OF PROPERTY OF A & W GLADE, INC., RECORDED IN PLAT BOOK 25 ON PAGES 53 AND 54 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: BEGINNING IN THE NORTH BOUNDARY OF GULF -TO -BAY BOULEVARD, AT A POINT WHICH DIMENSIONS ARE SPECIFIED IN SHEET C -4.2. IS 606.81 FEET EAST, ALONG SAID BOUNDARY, FROM ITS INTERSECTION WITH THE WEST BOUNDARY OF SAID SW 1/4 OF THE NW 1/4 AND RUNNING THENCE N00 °33'28 "W, 150 FEET; 8. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT, THENCE EAST PARALLEL TO SAID NORTH BOUNDARY OF GULF -TO -BAY BOULEVARD, 260 FACE OF CURB OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. FEET; THENCE S00 °33'28 "E, 150 FEET; AND THENCE WEST ALONG THE NORTH BOUNDARY OF GULF -TO -BAY BOULEVARD, 260 FEET TO THE POINT OF BEGINNING. 9. ALL DISTURBED AREAS ARE TO RECEIVE FOUR (4) INCHES OF TOP SOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. CONTAINING 38,992 SQUARE FEET OR 0.90 ACRES, MORE OR LESS. 10 ALL BOUNDARY AND TOPOGRAPHICAL 'INFORMATION SHOWN WAS TAKEN FROM z O z O 0 a W I(l V 0 W U) 0 0 Z 0 O uj �� I Of o •i U co 0 M I r r, Q ao C) w a w 0 m to m z° `� V t © 0° Lu z m m le o 0 Q a- W U) SQ (7 U) n 0 W U i � Co z z , Izi- N O rrnn x 4) LSO z 0 W J z° 0 o LLJ � ui 0 U I � 0 U) i,; = 2 o \ Lu F- =� W O u W U W LLI z n� asi z W 04 N I ' I �A v '5 U * LO (D rl- LIJ CIO c� 2r- cod 111111. oo � 0 z Iiiiiiiii- l m 0L 0 0 < m LL J U LL Lu < _j C 0 LL 5 I- S1 °o E W �/ LL .. Q Iii I- co W w ® ti/ / w � 2 rJ} V �G�ln:. ., r- ";"xa, OO coPVRIGHrzolt THIS DRAWING IS THE PROPERTY .k i ,P91NT F . 11NG; -,p THIS .NDER NO SHEET: CIRCUNSTANCES MAY THIS DRA I E( REF#iODUt�D, POBL : , ALTERF,D OR USED IN ANY WAY WITHOUT WR HORf'ZATIQN *SAON #ilGH P ENGINES. ING, INC. v ,1 ry� , ` , � z ' ��_ 58626 BF7AULI0 G %4rfti FL Registration No. s, I E glneer , S+gn Date I DOPY OF THIS PLAN IStIat7��%�1Li f,) UNjCE$S $�GIVED „SEALS D DATED i TOPOGRAPHIC SURVEY BY GEORGE A. SHIMP II &ASSOCIATES, INC. DATED 7/8/11. BvTH� FoFFsslonL Ey �NR ` „s{ - -_ -- -- - ' ';;. I 11 r,�4 Lei , �, � ,� . , , ti , co 0 co z Ii h t ", (0 ( LLi � Co z z , rrnn x 4) LSO z V W z z° LLJ � U I � i,; = T o \ Lu F- =� 2 O u W U W LLI z z W 04 N v '5 U U) t; 2r- z b CD U)cn z 2 J U LL C S1 °o E Q Iii I- J �G�ln:. ., r- ";"xa, OO coPVRIGHrzolt THIS DRAWING IS THE PROPERTY .k i ,P91NT F . 11NG; -,p THIS .NDER NO SHEET: CIRCUNSTANCES MAY THIS DRA I E( REF#iODUt�D, POBL : , ALTERF,D OR USED IN ANY WAY WITHOUT WR HORf'ZATIQN *SAON #ilGH P ENGINES. ING, INC. v ,1 ry� , ` , � z ' ��_ 58626 BF7AULI0 G %4rfti FL Registration No. s, I E glneer , S+gn Date I DOPY OF THIS PLAN IStIat7��%�1Li f,) UNjCE$S $�GIVED „SEALS D DATED i TOPOGRAPHIC SURVEY BY GEORGE A. SHIMP II &ASSOCIATES, INC. DATED 7/8/11. BvTH� FoFFsslonL Ey �NR ` „s{ - -_ -- -- - ' ';;. I 11 r,�4 Lei , �, � ,� . , , ti , 0 20 40 60 , GRAPHIC SCALE 1 inch -- 20 tt, 5 Yr{ j 4i 5 l t �4 , JASTS '1� rca �ti 1a s X x Q' s9 -aT h�' �� 'I I 4r X ASF'HAL ^ q¢ r�1i:Nt +S't \\ / /..` �9 : ff•.; I 1 Q- h Q T d F y, r \ .. ,A .. �;• �-'.. h' `t' `' I '1.$ „ry �� r 4 Y j� a' , �:. \ !.. 4' WF Vl 1, - " ; }" ^/ +,� r.: \ / 6' 11f 4` }yF y 1 s a 7 \/ 9 6, * 0.66N. a ?{ l '�° g .� I F ,. 4 '4, { t, : I' BLDG. 'N ! � 8 WF \ PARKING SPACE TABLE SERVICE PROVIDERS EXISTING STANDARD 34 HANDICAPPED 2 TOTAL 36 n � W 1.63W. 19 8. WF. 1 s 1 5" 6'R l a � 1 i EOP r / ! 9' /I8'R a Q3$ i r{ {,) 042N ?s v �\ n ~' \ SIGN gyp,, .. ><., -,;,,. . , P S 12° / 20'R 13 ° /6'R 13'/26R S9¢¢ 14' /20'Rli - 13 " /20R py 1 5f� -•• hy� vtCSJ 1 1 15'/23'ft Q 6 d� `>9' • G � 1 1 ,'T� � � • al�`, '. Ek9 g6:iC a ' . \.., " , -SS "._ � � � t' � `T '• .� (\ �, � � � E mac: �G. 59,60 :Fl I 9 I m 1pt qr3 �0 / v5 ! \0tia 5` /6'R X4,33 .: 1 .' : ,�. � � • • „ � �'�" , ' . •:1 � - ,�,- �� _ .1G • '. _ ham' � \ C, 59 p� f f - ^ ,1C � W-92 E 01:iG - E4 Sy,ti Ss 61 t cW ,9 58.46 ", o, moo' _ ON-SITE T,B.M: 5g fl TC:5660 S7 3> 56.a9 �� SET NAIL T1Ns ?� / x (ASPHALT} 1 h h (ASPHALT) « x x k 5 x x ELEV.= 57.48 / ;r r, 1� n n s �° X N,A.V,D. 1988 €py .. 2 v � ' s y � sus �d• � - - S�� ti?.l r � ry° / ��3 ` '•.. ': 58.97 �G:n,,g95 `�; ,• �r�.aS.t S; Ci .. �a`� `GP m t..�_., �� � n � r •� �,' ��' • : .,' : , ..' . ., -- •':�: 458.47 ��'- ''?; .���; '�'� �- � ';?c� ,�2 __ 1 -. -r:'.�v1 y�: , - -' :.' . . ' •' ••�S�a� f .' ; . �,�� GRATE INLET , .. 1 r � `� : -� : � :• "��g � ���, ,L _ .:_t _� -._ � � . _ D -1 � .. - , � ^� . � _r. , . � .r ss -r -�- ' • � �,- °.°,.•.', -- - ,F : fi = � r ,! , . , • ` , ' :. • h� � F, � : s. , Sa;za :; f :.. .. r "Fr •?. t 9 _L. t_ _. ...�_ .1...I " `iv . S .5.. i- tom:,- 1- t..�"Y`L- sr..._:.. /r TOP EL 56.56 �1 t. L-_.5,,1.1 x , - .,, ' ,f d., -_.r --, RL ?! ! ::� -7G. :..:.. .: _rp,`? ..?_ , . ,4_..�- . 3..c ?...i - _ i Y 1 ®,,,:,. +i... r.. ..�c... "'S , ,:5 1 r t- .(»r.. r r. r,..r.f,:"r.l:t,J. N.W, INV, EL= 54.56 (IL RCP) ^Y6 y r"' '..w _ Q ! ' Z . , '. Op k^.- " 'i', ..,,.,.� „•F > , w < s 7 : C \ Q- 2 •-.;l f „ 0° •. '� y9 r,.a �, ; „: r �$ iax�l.exk f % ,.. ,.« r < 1',-- 4,• v v 4 ' :.. � r,,:.�t � 4! r3 .} ,�., 74 J0 ,t .,.,� ,-I h ,' .' . .� - ..• ,�. W UTILITY SERVICE PROVIDERS UTILITY PROVIDER CONTACT PHONE NUMBER UTILITY TYPE BRIGHT HOUSE USIC DISPATCH 866 - 861 -7678 CABLE TV NETWORKS -TAMPA BAY OFFICE (CLS) CL.EARWATER GAS BARBARA HAGEN 727-562 -4900 ��- -__ CAS SYSTEM (7418) CITY OF BRIAN MATHERLY 727 - 562.4960 WATER /SEWFR/ CL-EARWATER W/S DRNG. (7644) DRAINAGE PROGRESS ENERGY- CENTRAL LOCATING 800 -778 -9140 ELECTRIC ST. PETERSBURG SERVICE VERIZON FLORIDA INC DISPATCH OFFICE 336- 992 -6100 N/A KNOLOGY BROADBAND OF CENTRAL LOCATING 813-621-7571 FIBER OPIiC FL- FORMERLY VERIZON SERVICE PINELLAS COUNTY ANYONE 727- 464 -8900 CONDUIT, FIBER OPTIC, HWY /ENG SIGNAL CABLE aD.- a Q 9 f ^; �0 H M - GRATE INLET r5 t x ?r e di l W a i v. r. +a�.x. •.�, , I� a v a'<„ `J MANHOLE l ^ �' f •s D 2 r ! Sx � 58 r t •s� tw , 2 , r+: ! , t � r rr •, <;: r:, ,�,.''e'" TYPICAL ;' :, r.,; �: !'7�7- «a4�.E i'�. �. STORM SEWER ., = 57.56' / C 8. - •'' � v.'Cr I!..I..r ?,, ¢ :fl ., r,4 -, ) % ,., r L. :.C.f..�_'. h s W TOP EL � 1• t - ' 4 ! c,.a;, ,.., ;�. x r.,. F .,, c .,_ 4r, .,: ,.. ...,_: ,,.:, ,...,.. •` -;„ -� ; ,.`? .. -. N. RIM ET.- 58.44' RCP i p S.E. INV. EL 55.04 15 ) t %. d i , a, ;,.r _..r, ...,- 6V,:.. iT,/ "'1:'� ' ,. Y,a r,''F.. ✓� ,9 N ::: ".:.. : ":i' ti ,}: ....,..,. _ RCP) ! '•i 1 r +.r.. I,a f. ,;x' ., S.E. INV. EL 53.62 I2 l � � - s p. �. � , f , � i I_ al 5 E ,STORY :G S.. � ( -� 9 ..• •. 1 �,, .t. c' r. p 4 • H, l ! 26 L9 R ,. DON S EST .. .. / _� r SEWER MANHOLE ,,_ , - , .r. :. � STORM ,:. � ., � � ,.. 59.Oi.TC .t ..k:. .., ... ..,. x..,. .,,.a .... ... ... . ...... + r. , a ,,.. ,, ,.,..r..,...... -.. SO ,. ,. _r I I, I , ?. ICS. , ,. �.. , _L. .. ❑ a 6 14 $ h - N. RIM EL 57.5 a r. - , _e , , . -. �- , ,..- -../ r 4:_ .,fit 1s, _.x ,1, 58.57 FL , � ,, e t ... _• _ , ..x, ,.. ... . rL 56. LF, T AY z . 1_ = 56 : _ - O A D / _ •� !"! .-W :[ -Y .. - TOP. x7.54 _. - :... .t ..e. d.. .r•c..r x ,, � h a THROAT EL 56.41' n.. _f .., ...a . .,s .., k., ,^. ,,. BOTTOM EL 52-22' u, . %_,., >. ,er r : _, 1? L T.L00 ELE. -5 0.... IcF , „. * x ,,. : . !.. c I r r r .. x-. I_ V T r.. L fP T \ .., f .,. L r x . „ .,'r T L RR < .M ... -� T.`r [� ., �, h .. rk 1. n. .., .....: <,. Y_:..:,,.k ef, ">l,W1 ., ,,. j,r. i! {,,:- ♦`. ..,�.. fhJLn ,S �J ... � :... !S y r „�, 5,��._ .x,, a r,,,..t, ka �,., b.= �. �p� `4 ,.,,,, i ,e 11x. t i,,, .t. t , f\ �.F +s+rN 1r ml.. F,49 z-!,. C F5 CO URB INLET '� �> r- , F _ \ .. s / F . .�k/:'� s c , I ,?G, :1.,::t, . .�Vi � >.,.ra xC r f. x:.• fit.. .; . 'n `2 o.n.r... ..,:.:. f r „, r N ,, ,. „:. s,..,v -r..:: ..., .., .� f y• .J D-4 wl r x r ' U.. k' .,:,,. ri .,, ,- 7,,, „5_ «sr f :C r _,~.. '2- .i ,.. ..r.r,..a,....tr.. ws,. .,. ,a.,rfi.,aro... ?. .. ,C FM1. r...... a ._.L.. E... Qp �.. .k. ,- ,- .L.:,, � It+ !� TOP EL 56,33 � ..;.� •t, ;..� x_, c , 5 . s«., T°q,:t a � �Ki�� � tr �r.�_,_, 1- _ W }�, P ..1 ,:.f} „ t re Ie 1 ,. r 1, .' : ,: r Q• ,y *p:� THROAT EL= 55.61 � , , • :. � k,,�:. r ,,.,; `p o r „„ F. „ e.: s , .. 1 - .. � �O .. '•r. , �.:..L ,�. 4k w �� 1tF. 5 ,.., .,. Via. :,.,,.« -:, (y+ , / 1 . cs xl,:. tb . a ,1 1::r :.. . ? ",r,. 73. s a ,�, cs , T S 14 N 20 R 1 ! 1 43 z r... •' ; I" # „, v'? ..w „I, 32 .., , . W .r i T„ �>T� ., { +e $1 l t BOTTOM EL= 52. ,, !, , T « , `t PP �' T of ,:, . 1 • F '; , k .x. T. >., 1 24'J28'R 1 �. ..GS. ;\ I k . �:- , s:k•, l d � E , r, ,.,, . �,,, r ,.::.. a az. ! ..1'xi. .. > `�" "O (UNABLE TO ACCESS INLET ; : \ tiCr �': ti. M1 Sg a 12 °+?, "a;N :c' l -:, u:.,c Z• • ..�:�, .. ,.� 3.� n�a.'z4:�t'� �wia Vin, , r?;,.�.;.- . �''.' \ _ a•.Sg?C�1Yj� 1 cfi1 TO OBTAIN PIPE DATA) h 31 110 W r 16Tt rY 1 LEGEND •� �. . •. , ._. , .., o ti L.. '$ _ ' � .•�: _ _ • �;�,_U • , . ..:...' tc. : COV.`�:,G .'�� •_ , :' J•s t s , `e 4u Ile ,•,SX C59.TO I ra'.•..... :•',....'•,�..`°. 'Z d9 F'S '.c ®s- ., - \ C / Jam.• .'I....- .� � . , ,- � -.' or .: ... <'s .4ti. -� , '•'��' - `�`�.. .HAND \ `2• � / 1 Sj RY. .,t - ;, CLEAN OUT 1 1 At ,5 I � �� . }�- o > b% Q. ya h � s", f 1 'rc F R NTE S-1 as h .... S-4 1 S- •f RAIL o s BACKFLOW P EVE_ R ToP eL= 5a.ar ` 1 s9 r .• : ' t _ • . 1 h' �� 8� \ J„ INV. EL= 57,89' 2' PVC \ / • 3 . \ } Q -° x BOLLARD h1 EM - ELECTRIC BOX CLEAN OUT �Y 1� : \ f s� R6a I Tc sl / 2 a,`'. ' ° x S-5 STB !� ASPHAL �,.' �, ® - ELECTRIC METER TOP ELF 5a.n' �' �3• , � ELeow EL= 56.9r (2' PVC) , f a �'o X x y x ( F -v. s D I - ELECTRIC PANEL (COULD NOT OBTAIN ACTUAL INVERT) if / 9' /5'R (ASPHALT) E Y JB X s�� s1 SjT ? t7./21,R I' W $� 64 rc 1 D -1 t` °• °' ELEVATION sp l.� s /s R 9'/6'R / FIRE HYDRANT S 3 CLEAN OUT 1 _ ? y 10•/5.11 ON -SITE T•B.M:: �s . �"' sj6' �`� h1`� e L TOP ELT 59.02' `�Qgp:4� , . Qr }< x $E( NAIL dC IN : J INV, EL= 57.32' (4' PVC) ' i_ . A $ EI,EV.= 58,74r \ j°' C� FLAG POLE \' i A 8'/5'R /2 Of 1 I� -GRATE INLET CLEAN OUT. �. • � \ 39�i • N,A,V.U, 1988 � � - _ �9r yti O O 10'/7'R5 h�? A t�j A I ¢ TOP EL= 59.00' 54.46 ya• 3d 7.3z. 10 /7'R k#! 12' 8'R GREASE TRAP x \ s \ s 9o.r' qh „, t �__ s ?� l E9 - HEIGHT CLEARANCE POLE ANY, L1.,= 57.61' (4' PVC) .� •. ; , : f ti � � ,�' �'. `�Y , ®. •.n `�? �+ ' s 9T: s, / - IRRIGATION CONTROL VALVE 21:41 r..' S ? o v ti h sl n /D^2, _ GREASE TRAP 4 TMN /3R - -LIGHT POLE 59._ II. RIM EL= 58,41' ' W. INV, EL= 56,26' (4' PVC) y1a : • ,11 S >s p J o - MONITORING WELL BOTTOM EL= 51.16' 'o POWER POLE 1 1� PAYPHONE s� h k.,� �ti.�Y >_ - -r 1e3..s 1.1'.•'e y.s1 : s >' ss� TRAP � � � .. , . . , .. ,-• •.. . ' ' • • .h v y_ . h • `�'• S-6 GREASE ®: C� I .= 58,48' f �. , , .' • � ROOF LADDER N. ftU EL -8,48, I f cf,� -;c�. � �( E. INV, EL= 55,93 4 PVC ( ) s SANITARY SEWER MANHOLE BOTTOM EL= 51,03 - ' ri �� b� 4 s 4 h' �� S'1 c e SEWER CLEAN OUT s CLEAN OUT _Y ` ❑ SIGN TOP EL= 5 SPEAKER BOX 8.56' I ' _, ...,_��_ TOP TO OPEN) (Aa -- SANITARY SEWER MANHOLE �._._�_- - f PHALT� STORM SEWER MANHOLE N RIM EL 5726 (UNABLE TO aP1H MANHOLE (ASPHALT) UNKNOWN VALVE VAULT , , � - _ To OBTAIN PIPE DATA) I _ UTILITY VAULT al ,-- © - VERIZON VAULT I 0 - WATER METER h _ WATER VALVE s;:;� r - GONG, MEDIA -.�• �.. ''• TC:� WELL 17. 7a 1,'57,40 ,+o GUY WIRE -.. f -_ _ -- - ,,.�. - Y �"•1 , iii; :._.�,..� .�� GONG, MEDIAN ... .. t '' - • � � (�1�F PTO SAY BOl1�EVAR� � TOP OF BANK .� - •�� OVERHEAD V LINE 104' PUBLIC R/W P U.C. POWER LINE --- S -,-� -- - U.G. SANITARY SEWER LINE r (ASPHALT) (ASPHALT) D - U.G. STORM SEWER LINE _ 0.50' CURB ' - 15 CURB & GUTTER • "• • 2' VALLEY CURB 00'L •- OAK 40'A - PALM oo' 0 - UNKNOWN BENCH MARS; 350 FLHD ELEV.= 57.01' F.. N.A,V.D. 1988 ALTA�ACSM Li�N U (L/ -0024) SHEEN' OF CERT1,LjCAT_I6w: ;Hp' 040 J9 THE BEST OF MY KNOWLM AND BELIEF JOB NUMBER: 110148 DATE SURVEYED: 6 --29- -2011 - iHAT�ETHE SU *y Wtil, SUBSTANTIALLY MEETS THE MINIMUM TECHNICAL DRAWING FILE: 110148.DWG DATE DRAWN. 7 -5 -2011 STANDARDS •F G:R llf�{ IB ®, IN THE STATE OF FLORIDA RULE 5J-17, - - -- - - -- - FA.C�zFUR lr1t5 ATIOK SHAW, NOT EXTEND T4 ANY OTHER PERSONS LAST REVISION: SEE SHEET 1 X REFERENCE: SEE SHEE C 1 ;' OR ,PART s(0.,IE�+`"IHAN THOS THIS SURVEY AND SHALL NOT BE ALID AND BINDING AW59ilHB , QE32 E ? SURVEYOR WITHOUT 1HE ORIGINAL GEORGE A. +WIMP 11 y RAISED AND SIGNATURE OF THE EL�k.LIOENSED SURVEYOR AND MAPPER. AND AS'SOC, .TE'S, .INCORPO TWD rm sAk.TF Oj /:�t''' 1 Asrn cu ®vrvnnc 1 Aaln of A ralroc (NOT TO SCALE) 2 4P a' I I w + -,_` :' WY"`i