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CSP2013-07008Clearwater Pla. .g & Development 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 FEES 400.00 %,ASE #: SGN or CSP DATE RECEIVED: 2985 DREW ST CSP2013 -07008 1 Baycare Health Systems Zoning: Office Atlas #: 291 B COMPREHENSIVE SIGN PROGRAM APPLICATION (Revised 11.08.2012) 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: PROJECT ADDRESS(ES): 2985 DREW ST. CLEARWATER, FLORIDA PARCEL NUMBER(S): 17/29/16/00000/110 /0100 B. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: APPLICANT NAME: BAYCARE HEALTH SYSTEMS, INC. APPLICANT EMAIL: JOHN THAYER HAYDON MAILING ADDRESS: 8452 118TH AVE. NORTH CITY: LARGO STATE: FL zip: 33773 PHONE NUMBER: 727 481 9062 FAX NUMBER: PROPERTY OWNER(S): BAYCARE HEALTH SYSTEMS, INC. (Must include ALL owners) OWNER(S) EMAIL: JOHN.HAYDON @BAYCARE.ORG AGENT NAME: (Contact Person) JOHN THAYER HAYDON AGENT EMAIL: JOHN.HAYDON @BAYCARE.ORG MAILING ADDRESS: 8452 118TH AVE. NORTH CITY: LARGO STATE: FL zip: 33773 PHONE NUMBER: 727 481 9062 FAX NUMBER: Check if AGENT is Contractor O Sign Contractor Name: _ State License Number: Page 1 of 5 — Comprehensive Sipn Program Application — City of Clearwater E r i Page 1 of 5 — Comprehensive Sipn Program Application — City of Clearwater C. PROOF OF OWNERSHIP AND SURVEY: (Code Section 4 -202 and 4 -1008) ❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED OR AFFIDAVIT ATTESTING TO THE OWNERSHIP OF THE PROPERTY ❑ PROVIDE A SIGNED AND SEALED SURVEY OF THE PROPERTY 0. SIGN PLAN AND ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Code Sections 4 -202 and 4 -1008) ❑ 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. VE. SITE PLAN SUBMITTAL REQUIREMENTS: (Code Section & Section 4 -202 and 4 -1008) ❑ 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; c i ,t F. Location map; J; j Footprint and size of all buildings and structures; - -1-All required five -foot setbacks as measured from property line; t — 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; .r 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 5 - Comprehensive Sign Program Application - City of Clearwater �F. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3- 1807.C) Signage proposed as part of a Comprehensive Sign Program may deviate from the minimum sign standards in terms of numbers of signs per business and/or parcel of land, maximum area of sign face per parcel of land and the total area of sign faces per business or parcel of land, subject to compliance with the flexibility criteria outlined below. As part of the program, all sign types shall be reviewed for the business and/or the development parcel to achieve compliance in so far as possible with these current regulations. A master sign program for shopping centers, including all out parcels, and office complexes shall include all types of signs for all tenantsiuses 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 fagade 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: 1. 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. '2. 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? 3. Total Area of Sign Faces. Height, Area, Number and Location of Signs. The height, area, number and location of signs permitted through the Comprehensive Sign Program shall be determined based on the criteria below. Overall size of site: ✓What is the distance in linear feet, from the building setback line to the sign location? ✓ What is the frontage in linear feet? What is the proposed use? 'What is the size of the buildings (in square feet) on site? How do pedestrians and motor vehicles access the site? Describe pedestrian and motor vehicular site and roadway visibility T Describe the intended traffic circulation pattern: What is the hierarchy of signage? 4. Elimination of Unattractive Signage. How does the signage proposed result in the elimination of existing unattractive signage or result in an improvement to the appearance of the parcel proposed for development in comparison to signs otherwise permitted under the minimum sign standards? Page 3 of 5 - 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 Vexplain how the proposed signacce is consistent with the appropriate adopted design guidelines. Questions on the application? For any questions please call the City of Clearwater Planning Department at 562 -4567. Comprehensive Sign Program Proposed Sign Summary Provide all information please Address Sign Type Height (ft)* Length Width Area or unit # * if freestanding (ft) (ft) (sq. ft) Pw C' t=rees i0 °6 `` E �� Page 4 of 5 — Comprehensive Sign Program Application — City of Clearwater 1 i Page 4 of 5 — Comprehensive Sign Program Application — City of Clearwater RECEIV � G R E S H A M SMITH AND JUL 232013 P A R T N E R S .. u �� LUHMENT July 16, 2013 COMPREHENSIVE SIGN PROGRAM NARRATIVE F. WRITTEN SUBMITTAL REQUIREMENTS (CODE SECTION 3- 1807.C) BAYCARE CORPORATE HEADQUARTERS CLEARWATER, FLORIDA GS &P Project No. 28660.00 1. Architectural Theme The architectural theme of the Baycare corporation headquarters is oriented to mimic the building aesthetic language. For this purpose the materials utilized match the material of the building. The use of smooth concrete painted white was the most suitable choice in order to accomplish aesthetic relevance and reflect Baycare's corporate building identity. Below are the pictures of the concrete finished and painted from the construction site. The same finished shown on picture would the finish to be utilized on the monumental sign. Design Services For The Built Environment 3595 Grandview Parkway, Suite 300 / Birmingham, Alabama 35243 / Phone 205.298.9200 / www.greshamsmith.com Firm's Florida Cert. No. AAP000034 / CA3806 / IB26000797 / LC26000381 .A&. BAYCARE CORPORATE HEADQUARTERS GS &P Project No. 28660.00 July 16, 2013 Page 2 COMPREHENSIVE SIGN PROGRAM NARRATIVE (Cont'd): a•• C, BAYCARE CORPORATE HEADQUARTERS GS &P Project No. 28660.00 July 16, 2013 Page 3 COMPREHENSIVE SIGN PROGRAM NARRATIVE (Cont'd): 2. Height The proposed height of the sign is approximately ten feet (10' -0 ") above street curb. The proposed sign does not exceed fourteen feet (14' -0 ") in height. The Design intent of the monument sign is to reflect the verticality of the elements used on the main building. Please refer to previous pictures and note the different concrete fins utilized on architectural composition. Refer to elevation and plan below. Please see to attached 11 x17 for drawings showing proper scale. Image below is not to scale. Side E 7' -011 T -6" 6' -0" Side A - -- _ - Side D 1' -6" Side C Plan Elevation Scale: 3/8 "= 1' -0" 6' -0" 5' -1 " I _ - ir_Ba Care- I9" 2987 2'-0" Plan Elevation (side: A) Side View (side: B) Scale: 3/8 "= V -0" Scale: 3/8 "= V -0" BAYCARE CORPORATE HEADQUARTERS GS &P Project No. 28660.00 July 16, 2013 Page 4 COMPREHENSIVE SIGN PROGRAM NARRATIVE (Cont'd): 3. Total Area of Sign Faces Overall Size of the site: 39.79 acres Distance in linear feet from the building setback line to the sign location: Both Signs at Draw Street and Bayview Avenue will be three feet (3' -0 ") from the setback line. Frontage in linear feet: The linear frontage of Drew Street is 1,366.56 feet; the linear frontage of Bayview Avenue is 1,270.18 feet. Proposed use: The Proposed use of the building is business occupancy which will be occupied by Baycare Heath Systems, Inc. The purpose of the monument signs located at each entryway at Drew Street and Bayview Avenue is to identify the entrance to the site in a clean, clear, safe and aesthetic manner. Size of the Building: 50,000 Square Feet ground level approximately; three stories. The total square footage including all three stories is 150,000 Square feet approximately. Access to the site: Pedestrians and motor vehicles access the site from Drew Street and Bayview Avenue; please refer to site plan attached to this submittal. There is also public transportation and a bus stop kiosk alongside Drew Street. Pedestrian and motor vehicular site and roadway visibility: The monument signs will be located outside the established triangles of visibility by the department of transportation; the motor vehicular traffic will be navigating in an eastbound pattern. There are no other structures planned within the site besides the main building permitted structures. Pedestrians will be able to navigate the site with ease since all traffic signs and accessibility features are clearly proposed and permitted under the civil permit. BAYCARE CORPORATE HEADQUARTERS GS &P Project No. 28660.00 July 16, 2013 Page 5 COMPREHENSIVE SIGN PROGRAM NARRATIVE (Cont'd): Intended Traffic circulation pattern: The traffic circulation patter is intended to be eastbound in an urban setting. Hierarchy of the sign: The submittal is for a monument sign alongside Drew Street and Bayview Avenue. Mentioned signs are intended to be the access accent features of the site and will have the same characteristics. 4. Elimination of Unattractive Signage. Not Applicable. 5. Special Area or Scenic Corridor Plan. Not Applicable. Comprehensive Sign Program Proposed Sign Summary Address: 2985 Drew Street. Clearwater, Florida Sign Type: Monument Sign Height: Ten Feet (10' -0 ") Length: Six Feet (6' -0 ") Width: One Feet Eight Inches (1' -8 ") Area: Sixty Square Feet in Elevation (60SF) S�tt� CITY OF CLEARWATER AFFIDAVIT TO AUTHORIZE AGENT PLANNING DEPARTMENT MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, 2"' FLOOR PHONE (727) 562 -4567 FAX (727) 562-4865 (Name of all property owners) 1. That (I am /we are) the owner(s) and record title holder(s) of the following described property: 3. That the undersigned (has /have) appointed and (does /do) appoint 1) (ka as (his /their) agent(s) lo execute any petitions or other documents necessary to affect such Oetitioh; 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. Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS 5efore me the undersigned, an officer duly commissioned by the laws G personally appeared l .L = , f depo s and says that he/she fully understands the c9 tents of the of WILtM JEAN VAN WINKLE .'1. Commission # FF 018585 1 Expires June 12, 2017 9,Rf.. �� BonLd ihu troy Fin Irwarw EOOJB67019 My Commission Expires: the State ofylorida, on this day of who having been first duly sworn i it that he /she signed. Notary Public SN"knning Departmentl4p Wanon FormsWevelopment Reviewi20ro Forms updated with new Department namelComprehensive Sign Program Application 5.2010.doc Page 5 of 5 - Comprehensive Sign Program Application - City of Clearwater Z" ��,.,f �l �sr � ��f �U lid ? - o�- �v� �l ✓ ✓l�G/ S,/ /d lio GILL o i zZ. G g 3 (Addressor eneralLocation) �r �� ✓� �! '. 2. That this property constitutes the property for which a request for a: �'a pp J i i (Nature of request) 3. That the undersigned (has /have) appointed and (does /do) appoint 1) (ka as (his /their) agent(s) lo execute any petitions or other documents necessary to affect such Oetitioh; 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. Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS 5efore me the undersigned, an officer duly commissioned by the laws G personally appeared l .L = , f depo s and says that he/she fully understands the c9 tents of the of WILtM JEAN VAN WINKLE .'1. Commission # FF 018585 1 Expires June 12, 2017 9,Rf.. �� BonLd ihu troy Fin Irwarw EOOJB67019 My Commission Expires: the State ofylorida, on this day of who having been first duly sworn i it that he /she signed. Notary Public SN"knning Departmentl4p Wanon FormsWevelopment Reviewi20ro Forms updated with new Department namelComprehensive Sign Program Application 5.2010.doc Page 5 of 5 - Comprehensive Sign Program Application - City of Clearwater ..4 This instrument prepared by And when recorded return to: Jeffrey Drew Butt, Esq. Squire Sanders (US) LLP 201 N. Franklin Street, Suite 2100 Tampa, Florida 33602 -5164 KEN BURKE, CLERK OF COURT PINELLAS COUNTY FLORIDA INST# 2012041640 02113/2012 at 11:01 AM OFF REC BK: 17487 PG: 1376 -1379 DocType:DEED RECORDING: $35.60 D DOC STAMP: $30660.00 Property appraisers parcel identification (Folio) number(s): 17/29/16/00000/110 /0100 SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED, effective as of this 6th day of February, 2012, between Clearwater Housing Authority, a public body corporate and politic organized and existing under and by virtue of the laws of the State of Florida, whose mailing address is P.O. Box 960, Clearwater, Florida 33757 (hereinafter called "Grantor "); and BayCare Health System, Inc., a Florida non - profit corporation , whose address is 16255 Bay vista Drive, Clearwater, Florida 33760 (hereinafter called "Grantee "). The words "Grantor" and "Grantee" include the neuter, masculine and feminine genders, and the singular and the plural. WITNESSETH: Grantor, for and in consideration of the sum of Ten and No /100 ($10.00) Dollars, to it in hand paid by Grantee, the receipt whereof is hereby acknowledged, does hereby grant, bargain, sell, alien, remise, release, convey and confirm unto Grantee, its successors and assigns forever, all that certain parcel of land lying and being in the County of Pinellas, State of Florida, more particularly described as follows: The Northeast 1/4 of the Northeast 1/4 of Section 17, Township 29 South, Range 16 East, Pinellas County, Florida; LESS AND EXCEPT the North 50 feet thereof for right -of -way for Drew Street; ALSO LESS AND EXCEPT the East 33 feet thereof for right -of -way for Bayview Boulevard. (hereinafter the "Property ") TOGETHER WITH, all of Seller's right, title and interest, if any in and to all easements, privileges, licenses, reservations, permits, approvals, authorizations, rights -of -way, consents and other use rights, interests and privileges owned or used by Seller in connection with the Property, including, without limitation, development rights, to the extent assignable. SUBJECT TO matters of record pertaining to the above described premises, more particularly set forth on EXHIBIT "A ", attached hereto and made a part hereof (the "Pennitted Exceptions"). — -! 20082 3.2,01402 7.00010 _.....^ _ TO HAVE AND TO HOLD the above described premises, with the appurtenances, in fee simple forever, unto the said Grantee, its successors and assigns. And the Grantor does specially warrant the title to said land subject to the matters referred to above and will defend the same against the lawful claims of all persons claiming by, through or udder the Grantor, but not otherwise. And the Grantor does covenant with the Grantee that at the time of the delivery of this Deed, the Grantor has full legal right, power and authority to sell and convey the same. And the Grantor represents that the transfer contemplated hereby does not represent a sale or transfer of all or substantially all of the assets of Grantor. And by accepting this Deed, Grantee acknowledges it is purchasing the Property in its "AS IS, WHEREAS AND WITH ALL FAULTS" condition and it is assuming the risk that adverse physical, environmental, economic or legal conditions may not have been revealed by Grantee's investigators and that Grantor shall not have any liability of whatsoever kind or nature for any subsequently discovered defects in the Property, whether such defects were latent or patent. [Remainder ofRage intentionalh, left blank] 20os23.2- 014027.00010 IN WITNESS WHEREOF, Grantor has signed and sealed these presents to be duly authorized in its name and by those thereunto duly authorized, the day and year first above written. Signed, sealed and delivered in the presence of: Witness: Print Name: ! Witness C j� [r Print Name: 5300) Pt' -6 STATE OF FLORIDA COUNTY OF PINELLAS GRANTOR: CLEARWATER HOUSING AUTHORITY, a public body corporate and politic organized and existing under and by virtue of the laws of the State of Florida By: Name: Robert Aude Title: Chairperson (Seal) "A The foregoing instrument was acknowledged before me this 9 day of February, 2012, by Robert Aude as Chairperson of Clearwater Housing Authority, a public body corporate and politic organized and existing under and by virtue of the laws of the State of Florida, on behalf of the corporation. He is personally known to me or has provided as identification. Notary Pubic, State d'Florida Name: z_ z Commission No.: Commission Expires: 'a ��t1RY ob4, 08 T IN TREM # c* MY COMMISSION i EE 061464 t EXPIRES: February 24, 2016 BcMed TW &OM 6ktary St{v oes 20-0823.2,014027.00010 (Notary Seal) EXHIBIT "A" Permitted Exceptions 1. Taxes and assessments for the year 2012 and subsequent years. 2. Easement(s) in favor of Florida Power Corporation set forth in instrument(s) recorded in Official Records Book 3850, Page 737, of the public records of Pinellas County, Florida. Development Agreement recorded September 28, 2011 in Official Records Book 17366, page 1516 and recorded October 3, 2011 in Official Record Book 17370, Page 949, of the public records of Pinellas County, Florida. 4 Matters as shown on that certain survey prepared by WilsonMiller dated June 11, 2007, updated April 5, 2011, Project No. 215610381 as follows: a) Encroachment of chain link fence from caption property into adjacent property along the North, South and East boundary lines; and b) Sanitary Sewer, power poles, guy anchors, power poles drainage rnardioles, sanitary marrlioles, telephone pedestals throughout caption property. 200823.2 014027.00010 000 NLIF CITY OF CLEARWATER \O� POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758-4748 ^•.��` „i�di�p`0�,,� MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 Y,%ygTFRFVV ++ TELEPHONE (727) 5624567 FAX (727) 562 -4865 .. PLANNING & DEVELOPMENT September 18, 2013 Andr6s Orozco, AIA NCARB Gresham, Smith and Partners 302 Knights Run Avenue Suite 900 Tampa, Fl 33602 RE: Development Order, Comprehensive Sign Program — CSP2013 -07008 — 2985 Drew Street Dear Mr. Orozco: The Planning and Development Department Staff reviewed your Comprehensive Sign Program application for 2958 Drew Street pursuant to Community Development Code (CDC) Section 3 -1808. The proposed plan includes an increase in the area of two freestanding signs and an increase in the area of an attached sign as follows: 1. One Freestanding non - illuminated sign 63.29 square feet in area (10.5 feet in height by 6.56 feet in overall width) located adjacent to the north property line with a three foot wide buffer of landscaping around the entire base of the sign. The sign structure will be poured in place concrete white in color. The sign will read "BayCare” dark blue in color with a dark and light blue logo directly to the left. Underneath `BayCare" will be a two inch tall aluminum band around the entire width of the sign. Directly underneath the entire width of the sign will be clad with an aluminum panel with white address numbers; One Freestanding non - illuminated sign 63.29 square feet in area (10.5 feet in height by 6.56 feet in overall width) located adjacent to the east property line with a three foot wide buffer of landscaping around the entire base of the sign. The sign structure will be poured in place concrete white in color. The sign will read `BayCare" dark blue in color with a dark and light blue logo directly to the left. Underneath `BayCare" will be a two inch tall aluminum band around the entire width of the sign. Directly underneath the entire width of the sign will be clad with an aluminum panel with white address numbers; 3. One Attached internally - illuminated channel letter sign 50.63 square feet in area (0.4 percent of the building facade area) on the northwest building facade of building one attached directly to the building facade (no raceways). The sign will read `BayCare" in dark blue letters with a dark and light blue logo directly to the left; and One Attached internally - illuminated channel letter sign 50.63 square feet in area (0.4 percent of the building facade area) on the northeast building facade of building two attached directly to the building facade (no raceways). The sign will read `BayCare" in dark blue letters with a dark and light blue logo directly to the left. rw "Foiw Fmpio urvr aNn AVFINN.1TWP A( -rirw F.VVIfI\ -pp" 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 July 23, 2013 and September 03, 2013 as described above and subject to the following conditions: Conditions of Approval: 1. That the address be maintained on the freestanding signs; 2. That the freestanding signs are set back five feet from property lines; 3. That a landscaped area, a minimum of three foot wide buffer around the base of the freestanding signs is provided and maintained around the freestanding signs; 4. 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; 5. That the internal sign lighting for the freestanding and attached signs be controlled by a mechanical timer and be turned off at midnight or whenever the business is closed, whichever is later; and 6. 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 (September 18, 2014). All signs shall be installed and any conditions met within six (6) months of the date of issuance of the initial building (sign) permit. Permitted time frames do not change with successive owners. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Should you have any questions, please contact Matthew Jackson, Planner II, at (727) 562 -4504 or via e- mail at matthew.jackson@myclearwater.com. Sincerely, Gina Clayton Assistant Planning and Development Director cc: Mary Jo Weaver, Sign Inspector 1'�f Oil CITY OF CLEARWATER PLANNING & DEVELOPMENT DEPARTMENT PosT On ,,ICE. Box 4748, CIrAx�zAIr.R, FLORIDA 33758-4748 '99)w:- ._.::•��,qJ� MUNICIPAL SEizvi(.E.S BuILnINC, 100 Soul \1YFi1`LE AVENUE', CLEARWATIR, FLOMA 33 776 °.ATER� +��o' TELEPHONE 727 562-4567 FAX ( 727) 5624865 July 29, 2013 JOHN THAYER HAYDON 8452 118TH AVENUE NORTH LARGO. FL 33773 VIA FAX: RE: CSP2013 -07008 -- 2985 DREW ST -- Letter of Completeness Dear JOHN THAYER HAYDON: The Planning and Development staff has entered your application into the Department's filing system and assigned the case number: CSP2013- 07008. 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 8/12/2013. If you have any questions, please do not hesitate to contact me at 562 -4504 or matthew.jackson@myclearwater.com. Sincerely yours, Matthew Jackson PLANNER III 7/29/2013 lQ1 AL EMPLOYMENT AND AFFIRM.kn F. ACTION BtPLo1EW' Lener_Ot_Completeness G R E S H A M SMITH AN D P A R T N E R S August 12, 2013 Matt Jackson City of Clearwater Planning & Development Department 100 S Myrtle Avenue Clearwater, FL 33756 Subject: Baycare Corp. HQ. Clearwater, FL CSP2013 -07008 - 2985 Drew Street GS &P Project Number: 28660.00 Dear Matthew: The following are Gresham, Smith and Partners' responses to your comments from your letter dated August 12, 2013 regarding Baycare Corp. HQ Monument Sign. 1. Comment: All proposed signage will be reviewed under the submitted CSP. As such, include the signage recently submitted to the City under application number SGN2013- 08002. Response Information attached to this narrative. 2. Comment: A three foot wide landscape buffer is required around the entire base of all freestanding signs. As such, add a note to the plans and show required landscaping. Response Revised Note has been added to the site plans. 3. Comment: Provide justification for the freestanding sign height of 10 feet with limited text. Response The height and width specified matches the matches the scale of the main building entrance. The "Golden Rectangle" method was used in order to accomplish a relevant monument sign design. Golden Rectangle: "A distinctive feature of this shape is that when a square section is removed, the remainder is another golden rectangle; that is, with the same aspect ratio as the first. Square Design Services For The Built Environment 3595 Grandview Parkway, Suite 300 / Birmingham, Alabama 35243 / Phone 205.298.9200 / www.greshamsmith.com Firm's Florida Cart. No. AAP000034 / CA3806 / IB26000797 / LC26000381 City of Clearwater August 12, 2013 Page 2 removal can be repeated infinitely, in which case corresponding corners of the squares form an infinite sequence of points on the golden spiral, the unique logarithmic spiral with this property." 4. Comment: If available, provide photographic evidence of a similarly designed sign. Historically through a CSP, freestanding signs have a base, middle and cap. As proposed, the sign is to mimic a building wall. This atypical but staff is openg to reviewing the proposed design with more information /photographic evidence. Response: Attached are two (2) images illustrating the design intent of the exterior monumental main entrance sign(s) for the BayCare Headquarters. These are corporate monument signs providing a formal entering gesture for entities similar to Baycare; the cleanliness in the design is key to portray an appropriate image of the corporate values. The sign's construction materials will match the materials used in and around the building itself. The method of construction for the sign structure will follow a poured in -place concrete sign. The concrete structure will be painted white to match the main building. The two (2) ground mounted flood lights will match the specified units used around the building. One light will be used per side with blinders to aid in washing the face of the sign with an even and consistent light level. EMERSON lTN Mft'&. L- 2 City of Clearwater August 12, 2013 Page 3 If you have any questions, please do not hesitate to call me at 813.251.6838 Sincerely, Andres Orozco Architect AO Copy RECEIVED Two Harbour Place AUG 19 2013 302 Knights Run Avenue Suite 900 Tampa, FL 33602 G S 8, P 813- 251 -6838 PLANNING & DEVELOPMENT G R E S H A M FIRM'S FLORIDA CERT. NO. S M I T H A N D AAP000034 /CA3806 P A R T N E R S IB26000797/LQ6000381 PERMIT CSP2013 -07008 - EXTERIOR ELEVATIONS EXT. ELEVATION TOTAL SQUARE FOOTAGE: 21,400 SO. FT. APPROX. a M .! rl- M M O N rn co 180'- 6" CORPORATE OFFICE - BUILDING ONE BAYCARE HEALTH SYSTEM 2985 Drew St. Clearwater, Florida 28660.00 SIGN nrrJMVVAL 1 ZONING EXT. ELEV. A 1- = 290- eASE # c's7° 2oli DO ISSUED 9 /� - o 7o o 20/--7 2 ZONING EXT. ELEV B 1 " = 20' -0" 0, y e RECEINED AUG 19 2013 width is 3'8 5/8 ". PLANNiNG & DEVELOPMENT r META►STUDS DRYWALLQNSTALL AFTER CONDUR) �71r11.T.. Ir11T: 11 �Wvl i [titlti Itititit tii�?it7 i�ti its ftitit ttOi tltlt� ti t�rit�tlti i�tif Nil tt127 111IM11110111 PLAN DETAIL 0 13' -0' 9' ELECTRIC STUB THRU I DAISY CHAIN CONDUIT WI STRING PULL FOR LOW VOLTAGE WIRE (RED) 11. 2' ll314• 1 1 1 1 I I I I 1 I 1 I 1 1 1 1 I 1 1 I I I I I I I 1 1 I 1 1 1 1 I I I I I I I I I 1 I 1 I I 1 1 1 I I 1 I 1 I I 1 1 1 1 I I 1 I I I I 1 I I I 1 1 1 I I I I I I I I I I I I 1 1� L -- -—I--—J. —_—I -- 1 --- L—- 1-—- J' --- I---.L --- 1— —- 1 --- L—— J - - -J\ M 1 1 I I I I I 1 1 I 1 1 1 1 I I 1 1 _ ■�1•��f�i(L■1�131�_ �1 �■ �■■ii� � e el� 9'-4 3/4' 10 -10' 11'-0 12'•21/4' 12'-4 314' 13'-0 3/4' 13'-3 17 — T — — I I 1 1 I 1 I I 1 I I I I 1 I I COMPREHENSIVE SIGN PROGRAM APPROVAL, NOTE: FJe�� CASE # �SPZgL- Requirements — -' 120v ALL SIGNS EOUIPPEDW/ DO ISSUED_ % Za UL. APPROVED 20AMP "110V�C" SIGNATURE POWER SOURCE LOCATED REMOTE ON TOP OF OVERHANG ALL ELECTRICAL PRIMARY letter width = 8F6" +�- CIRCUITS MUST BE DEDICATED ISOLATED CIRCUITS 1 1 I 1 � 1 1 1 I I 1 REBAR(PURPLE) 1 1 1 I 1 1 —1 — i - -- B ay C a reow-po' TYR LOC. MOUNTING HARDWARE (BLUE) CONTINGENT ON ENGINEERS SPEC e)AITRAr'TAR / IMCTAI I FR Tn IICF APPRr)PRIATF NdRAWARF nPE x CRM /Quote: 6890 3114 — IPPawKNU1.EL wsoxxr nncaas • a-.� meEmm.oalml.ol CIXI�REIE HWCOxs Lltlnx1r0,0.i3 /r"0M110RMEpIFM:+A000119 Wa3aE � �� ..�, ,�; oxanL93.uplm+n+ 011001.0) LLw G+aF WJ0911AS0R W0005LBEW90R LAP Be1.R � 4ENER10 .LLL WW191 F,ViCllPwFiS MIVB0.i9 WT1rEHDEN WALFA Nq Na10 �i� GEeEwc SPECFlEDW.LLL aax9+aeLiNM.'uSi PxaWETE Paoouciw +W+ww.NpnnEeFM{EPLNKnF "L PARTIAL BUILDING ELEVATION This sign is intended to belnstalled in ac —dance with UNDERWRITERS the requirements o /Article 600 of the National Electric x` LABORATORIES SCALE: v2• =r-0 WET LOCATION Codeandror other applicable local codes. This includes pmpergrounding and bonding of the 9gn. ELECTRIC S i G 1200+C0e+li0Nb 13081&aryL. Fl3J62fi Rcn,:03- 749.3100 F= 813-749-231' www.peativeapMe9gm.com rN9DFawnyena,oreproducbon9 )heFe0 /,r, the ProP,r+y c1 I,Swfr•&plla. :p dmaY I ee raprvduced. Peb4ahed cb,ng�o' a,.d n ary W.Y wdhoW Wmeo cons- CLIENT /ACCOUNT: BAYCARE CORPORATE OFFICE CRM /Quote: 6890 3114 — J 01 m o+ z DATE: DESCRIPTION ❑Approved Approved as noted ❑ Revise and resubmit Approved: Sheet: � � 3•+019 IET3ERcemLr par a3 -13 ELTea llouNnwr°u SITE ADDRESS: Y985 DREW STREET CLEARWATER, FL 33759 AM: CR PM / PSC EM O Designer: 9 DRF Date: 7/2/13 rn j LU Data. File name: 3114D 8 -7 -13 COMPREHENSIVE SIGN PROGRAM .APPROVAL. CASE # CS z a± 13 – o 7# G 1? 7' -0" DO ISSUEDf��f _.� 3 — 3' -6" j SIGNATUP—E, 3' -011 ill Side A_ Side B - ._ - Side D 1' -6" T -0" Side C Plan Elevation Scale: 3/8 "= V -0" 6-7 5/8" 6' -0" 5' -1 " Front Building Elevation Scale: N/A Notes: 01. Poured in place concrete form with foundation. Fabrication methods to match building construction. 02. Plate cut letters /logo attached to panel surface. (non - illuminated) 03. Plate cut numbers attached to panel surface. (non - illuminated) (final address TBD by the owner) 04. Aluminum bar that encompass the lower panel. (hidden mechanical fasteners)(edges to be smooth and free from sharp edges) 05. .250 thick aluminum sign panels. (hidden mechanical fasten ers)(edges to be smooth and free from sharp edges) 06. Sign base to match architectural finishes as shown in the provided image. 07. Illumination source to be ground mounted spot light to wash the entire sign face in an even light flow. Illumination source to match build- ing standards. Plan Elevation (side: A) Side View (side: B) Side View (side: C) Side View (side: D) Scale: 3/8 "= V -0" Scale: 3/8 "= V -0" Scale: 3/8 "= V -0" Scale: 3/8 "= V -0" U G R E S H A M SMITH A N M P 2985 DREW ST CSP2013 -07008 1 Baycare Health Systems Zoning: Office Atlas #: 291 B Off -Axis view Scale: 3/8 "= V -0" option EVIVD date 06/10/2013 rev: 09/03/2013 SEP 0 3 2013 PLANNING & DEVELOPMENT ,rBayCare PROPOSED SIDEWALK -- - - -- - - -- I -- - SANITARY SEWER EASEM7Ni- - -- -- - - - - -I ----- - - - - -- I POND 'A' / Lu z e1 U \ IA ftf PROJECT BOUNDARY / \� Qi \ `\ PHASE 1 POND 'C' W r r y I ni ,1j 11 Z 12' LANDSCAPE BUFFER (TYP ) ---i X z li 1 Y I I nLLLLL, 1I 'I M I N ,I o (N o I POND 'D' I i - STORMWATFR EASEMENT POND 'e' r >� / I1 4� I ` 7 u ] _.. w J Y PROJECT BOUNDARY r; IL IL z z OIN N' 1 N O O U u PINELLAS IssuE DAP 11-09-2312 ISSUE DESCRIPTION: �� -2� -15 CITY SUBMITAL o ADD # 2 t1 ADD EXISTING BUILDING AREA TO TABLE 5/03/12 KMJ LEAD DESIGNER: KJ pREV NO. REVISION DESCRIPTION 'Wlmo'ume" mom. b. — .n.uy- ..�....i, iId y .f st.�t- C. -Itm, S -ic.. m�..� J.ly 23. 2ats- REV. DATE DRN RY /EMP. $ SEC- TWP -RGE LEAD TECIIIJICIAPJ: `\/n+i II I) II II l II II II i 0 50' 100' 200' 1-"'-- I 1 1 ( ROPOSED EDGE -OF- PAVEMENT I I I 1 I A i I RIGHT -OF -WAY LINE (T'YR) I 1 10' LANDSCAPE BUFFER 1 I I I I I 1 TIE PROPOSED SIDEWALK k CURB INTO EXISTING AT CLOSEST JOINT r 1� D EDGE -OF- PAVEMENT PROPOSED EAST ENTRANCE EXISTING INLET TO BE MODIFIED pp ,-PROPOSED EDGE --OF- PAVEMENT EXISTING SIDEWALK TO REMAIN (TYP} EXISTING FENCE TO BE REMOVED (TYP) BOUNDARY 'EXISTING EDGE -OF- PAVEMENT (TYR) wilsomiller 0 Stark New Directions In Planning, Design i Engineering. Since 1956. 2205 North 20th Street, Tampa, FL 33§05 600.643.4336 •.213.2231500-- F213.223,0M ••www,Wils *nMiller.com WISsnMlller, Inc • .Certificate of Autt»rizanon #43 .. FL Lic. N LC- C000170 SITE DATA TABLE EXISTING PROPOSED r r �',t ,tom y � '• ^I� BUILDING HEIGHTS TIE PROPOSED SIDEWALK & CUR{ INTO f ,t4 j � I.,,F X1.1 i : � ' 550, EXISTING SIDEWALK is CURB AT CLOSEST JOINT 642,224 SF (14.76 Ac) PROPOSED NORTH ENTRANCE EXISTING SIDEWALK PROPOSED EDGE -OF- PAVEMENT TO REMAIN (TYP) PROPOSED BUS STOP PROPOSED RELOCATION PARKING LOT INTERIOR LANDSCAPE AREA (SF A %OF VUA) FDGE -OF- PAVEMENT RIGHT -OF -WAY EXISTING EDGE- PROJECT °EXISTING LINE_ OF- PAVEMENT (TYP) BOUNDARY MEDIAN (TYP) REGULAR SPACES (2 -3 spaces /1,000 SF) 1574 spaces 292 spaces HANDICAPPED SPACES (20/1,000 spaces+ 1 /extra 100 spaces) .. -.. _X-.. DREW E;TFEET -_.. ...... -- 26 H.C. spaces PROPOSED SIDEWALK -- - - -- - - -- I -- - SANITARY SEWER EASEM7Ni- - -- -- - - - - -I ----- - - - - -- I POND 'A' / Lu z e1 U \ IA ftf PROJECT BOUNDARY / \� Qi \ `\ PHASE 1 POND 'C' W r r y I ni ,1j 11 Z 12' LANDSCAPE BUFFER (TYP ) ---i X z li 1 Y I I nLLLLL, 1I 'I M I N ,I o (N o I POND 'D' I i - STORMWATFR EASEMENT POND 'e' r >� / I1 4� I ` 7 u ] _.. w J Y PROJECT BOUNDARY r; IL IL z z OIN N' 1 N O O U u PINELLAS IssuE DAP 11-09-2312 ISSUE DESCRIPTION: �� -2� -15 CITY SUBMITAL o ADD # 2 t1 ADD EXISTING BUILDING AREA TO TABLE 5/03/12 KMJ LEAD DESIGNER: KJ pREV NO. REVISION DESCRIPTION 'Wlmo'ume" mom. b. — .n.uy- ..�....i, iId y .f st.�t- C. -Itm, S -ic.. m�..� J.ly 23. 2ats- REV. DATE DRN RY /EMP. $ SEC- TWP -RGE LEAD TECIIIJICIAPJ: `\/n+i II I) II II l II II II i 0 50' 100' 200' 1-"'-- I 1 1 ( ROPOSED EDGE -OF- PAVEMENT I I I 1 I A i I RIGHT -OF -WAY LINE (T'YR) I 1 10' LANDSCAPE BUFFER 1 I I I I I 1 TIE PROPOSED SIDEWALK k CURB INTO EXISTING AT CLOSEST JOINT r 1� D EDGE -OF- PAVEMENT PROPOSED EAST ENTRANCE EXISTING INLET TO BE MODIFIED pp ,-PROPOSED EDGE --OF- PAVEMENT EXISTING SIDEWALK TO REMAIN (TYP} EXISTING FENCE TO BE REMOVED (TYP) BOUNDARY 'EXISTING EDGE -OF- PAVEMENT (TYR) wilsomiller 0 Stark New Directions In Planning, Design i Engineering. Since 1956. 2205 North 20th Street, Tampa, FL 33§05 600.643.4336 •.213.2231500-- F213.223,0M ••www,Wils *nMiller.com WISsnMlller, Inc • .Certificate of Autt»rizanon #43 .. FL Lic. N LC- C000170 SITE DATA TABLE EXISTING PROPOSED REQUIRED BUILDING HEIGHTS 50' 550, TOTAL PAVED VEHICULAR USE AREA 642,224 SF (14.76 Ac) IMPERMEABLE SURFACE RATIO (ISM) 43% OPEN SPACE (SF A % OF GROSS SITE) 525,320 SF / 33.4% PARKING LOT INTERIOR LANDSCAPE AREA (SF A %OF VUA) 171,324 SF (3.93 Ac) / 27% PARKING CALCS: REGULAR SPACES (2 -3 spaces /1,000 SF) 1574 spaces 292 spaces HANDICAPPED SPACES (20/1,000 spaces+ 1 /extra 100 spaces) 26 H.C. spaces it spaces ZONING Medium Density Residential (MDR) L Office (0) Commercial (C) LAND USE Residential Mesfum (RM) is Resiaentail /Office Limited (R /OL) Residential Office Retail (R /O /R) LOT AREA 1,733,252 SF (31.79 Ac) 1,733,252 SF (39.79 Ac) 10,000 SF (Minimum) BUILDING COVERAGE: 34,000 SF / 23% SF A qy OF GROSS SITE 100,000 SF / GY GROSS FLOOR AREA (SF): F.A.R. 297,222 SF / 17.2% BUILDING SETBACKS: NORTH SIDE (FRONT) - ALONG DREW STRFFT 25' 255'to BLDG 25' EAST SIDE (FRONT) - ALONG {AYVIEW AVENUE 25' 220' to BLDG 25' SOUTH SIDE (REAR) 20' 673' to BLDG 20' WEST SIDE (SIDE) 20' 242'to BLDG 20' LANDSCAPE BUFFERS: NORTH SIDE (FRONT) - ALONG DREW STREET 15' 25' to EOP 15' EAST SIDE (FRONT) - ALONG BAYVIEW AVENUE 10' 14' to EOP 10' SOUTH SIDE (REAR) 12' 254'to EOP 12' WEST SIDE (SIDF) 12' 242' to EOP 12' BAYCARE HEALTH SYSTEM, INC. BAYCARE CORPORATE OFFICE TART DAIS: TITLE: 11/2010 ORI7. SCALE: 1 " =100' ERT. SCALE: CROS'. N/A MASTER SITE PLAN NU 0 ,iv" - 11 I Lr - {� i SITE BENCH MARK THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 ', OF SECTION 17 TOWNSHIP 29 SOUTH . . - _._a it � -, 0 SET PK NAIL & DISK RP ' r 1 4 11 ELEVACION = 28,30 _.. iv '_, t \,• tl � RANGE 16 EAST re � N 11103.$$92 qv i / /p/ f e4 ;a. E 9819,6262 . RASE SK . " FOUND B DI . ,p ; Tr . i tI ,/✓ Y r: r , "I . '. ': 1, . ''` 4490 -a6B „PINELLAS COUNTY ENGINEERING DEPT. . til - SANITARY MANHOLE ,: ,r n s -- - - - - -_ - _ :, /. - RIM ELEV. -152.8$ w_....- - or - - - __- _- --- -�- - - ., ,__.__ _ .__._.__ _ -- _.... _.._......._._._.... .._._... _- _ -- - -� -- -- - - -,.� i - - _ _.. _° - . _ter_ 'L - t _ __..,,.,._M.:, " . �.. ._. ... - _ ,..- -- t. - ff -,,, w .-. ,...._-- --____._'----_� -=.�- �._ =a �:- .____� _�__...._._ _. _.._.�_�_ti._.: =._ '� G.___.___. -. .. --- =`"gym .a .. -_..,. , = r «6:..LtL47t°:IR1V.., .E. 'J a - - ---'_--,....._.____..._ .._ �. _ DUES NOi LONNEL1t71Tt♦CfC1fEINT RA _---_--__ _ 0 g 6 CLAY INV.. ELEV. 26.06 (E} -_ _,-.. _...... _._ �: .�..�.; _- ,e.,". .. >...v.,"._�.__._ `�r, _ -_--- -- ...--.--- - - --,.- - - - -- ----- ------ -"_- _- „- ,__-- --.- -. ___:_ - - - ° - -- --- '- ___...,_ _._---:_.----"------„_.. ._w_,,, ,,,,,,,, ;,,-- _.,_,..,.-• - -.... PAIN MARK INDICATING ? 6:- '._CLAY,JNY_ -Eh�v__ 26 Q6',.CW)--- -- .- -•.... __._ -. "._._. _.' . _ Y Y ,_,__- _.. ,r - -- -- °._..,__._ -W.__ "POSSIBLE CDCATION" - -- _. _. „ °.- .__ _. .__._ _.__.._ -____. __.__ _-___ F UNDERGROUND 4 P,V.C..INV. ELEV.- 28.73 (SE) . . THE, NOR-'[H-- LINE --01:- fklE-- NE- -l. /-4 -Ol __:._ ._ - . »- ,.______-___„-.__ ..__._,__, v ._,,--$x_____,__._____ _.__ __�_ :nw�a�__- «r:._= _._= ____ =_ _ _ -:_:z= ______._____�_.__.___.._.___ SAhIITARY'LINES 4 P.V.C. INV. ELEV.= 3U 33 (N) THE NE 1 '} OF �EOTION 1� --- __.____...______ _..... __._,.__,._ _ -.- - °--___.._ ...J -v ...:.._.- __.xa.:..�- .._- s�.�_. . -__._ ..__: c - �f FE BENCH MARK- _ __ _: _. _ -,-: _:. _._.:_._ ®_._s ___ _ __ - - -- = _�_._ s -..r n .a .ab_�.:�.. -,. a�- .Yy;..,.H �a, w .��_yry _:.- _,_..._:_ _ _.._ ..- -- _ - - _ _ .._._. . -- _..._ - >_.__ -... �_r__ �-._._ 3 - - _ s _DM K_ ------ ,- _r..,,�._,_... _____._._ ' - -- - - -. ._.._.._....__.._,....- _- .._... _ _ ._. .: FOUND'6}A_$ "QS - -_ - -- 5 CONCRETE - - c. ,.: - - „ -: :,:_. ,. - _ :..,:: _._. vim:{ s. -p Z -- <m ii --- __ PINELLAS COUNTY ENGINEERING DEPT.,, SIDEWALIt � - ..._ -- -SANITARY MANHOLE _ : :. .�. ->n� . - ,�ww- -.-w�.,. - .,.�:�.- .,.<,' - - -_ --° _ ,d'`�` ELEVAN64:__ _2_1.46_ -- •--- ---.-'-- -- ,_ -_-.- _ °----___._-•__._T`_- '- -- -._. ry�j �+ �°g� i7r_:,,.. .u�_._::._:..,.:..- ._,_„« -==-z' = .- _.-- .:.- _,_ -,:.._ .z_..- -_.... ..,...y- _._. .'- - - - - _- °- --- ° --.. __..., _. _...,_ ..._.- .. -_ _ TYPE F CURB D,�1 ____;71.i� TEMPORARY .i 2' VALLEY OIJTTER BUS ,TOP --:-•-_»._._. _____._--._,".__._�__.:�._..._. - _ - 1M__ -_ -. - - . GUARD RAIL ---- •._____,.__ RIM ELEV 19 75 ,� !: �!-.._.___ ___.__._____- _-- ..- _,___-_-_.-_ f SANITARY MANHOLE +' _ .._...._.-- „,_,.,•...__. SAPI1'TARY MANHDLE_f3 ` RIM-ELEV. -28.05 ° N 110534 "159 _" .- - -.. •: g a. r.. „ r , W.: '. Q`---.-_...__._..._` °_ -.. - --- - ..,_.....__.`-----_--_- -,__•- �E!._, ....__..__.�__.- .__.- .__'------ _._ - .. -- - ,..._,.- -' --'._.,....�',_19QQ0.0000 -_._ „_ -- ._._____ -___ --- _. ::__�_�-_;.:_•._._. �_ W _ _ _.__.____ _.GHAfN_ _....--- -. - -.___ _____ ___ .__ (cDNGRETE sLA) 100.00 RIGHT OF WAY) o ELEV. 28.82 _ -- _ =_ =�- T ,- B-- .- _.__._._- ..�_._..._ -____ .z _ .. - = E =DtA1G _ _ - _ �_m : ,L_ W == = =- - - _- ._.._ -._._ _:• _ _- _'-- '. -:.= _._. :.: _:., -__ - »__, _,._.. S 89 15 4Q E 1366.56 M} ( _ h SINK t'Nlk i6 . _` _ _� - -_ :_- ,.__W. _ Qos :, -- - 4 35A �r- ...._ 6 a - - - - .. a O 37. y h h t -. - -„- : - .,- __..__.__.. .__ _._,_ ...._.. - - - - -- A N _._ _:.r n: - _ .. :_ - -- _._..._._.__ ... _-_ . - _ zs_ ..n .4 - _ - r, ? 36, 1 1 - 34.6 T ._ (BAaIS OF 115E RI GS) -_.-•._ _ _.. {_...:_ .__- -- __:__ _ W _1.1 �_ _ _' -___-._ _ h v _,.::_. 1 - -gym.:= e =,a_. - - - -- - - - --- � - _ - -- - -- 1.35.7 _._ ____j___1 V . _ ._-- _- r . . .__ _r-.T- - 21 l - _. __ - $:� 'h�+,x^) 33.8 3. 4 3 &.7 r.r ......T._..___- -_., ,.,„�,,,,.. ,:«,,,:,.0 .:. ,. - ,...,._,.._ _.___ ° - _._ . • .7_ ,. 5 � '7 � � r.. - rf, <---- ....__.- __._....__- --__ -._ _ _._._J,< F-_- __-- ..- ._.,._.__._._...- _.,y<, ..- .._.._. -.r.. Y .m.: �..><.�,.'- ,.,�. %,{y��c BY.G.P. - ,.� "i fr1 .� r.urs _ ® $ - `--- -�._.a_��. -TfY�` �.. - ._ ».-- -. �.._._. .�= ttr,^.4�"Y�+' .emu _nt _ '•3. ' �: 'S "-- - --•yx, h ;. �'}-,,,`.1,"".,'":". 5•"."®° °.'a f: -. .._ -_. . " - -- - -- _ SCJ y -°° l,�r ---=, .><.»,,.,,,,,�.v,., " - ua,w -tt1 - ' c., ,�`----- °- °°-' -- :b `h q " .A•} t. -----"--" 14 1 v „ 13 -- 31,8- 2 - -- -_- �+�.®, o,' =2 p+. - _ -__ C� :mow• .� - .n,..,....,..s., �i-` '. :h •y 24 1 !l• '�` tr 51.1. _ _ ® - 9 � ,. �• � 31.2 - ' x x30.4 q ry 29.5..:. �, Qi 29.6 � "' 7'rr..:.,."..- ...«,.M.•.,.aW.�: ,��, �-- �- =t.. .� i III �7 - . .- 6' W000 �") a. n9 „ ui k 2 x32,1 CI 112 x31.0 ��17 9x31.7 e0 x50.5 31 2 50.2 29.3. y� 29.2. 7 N y t� --_.' L2 " % r g..r.„.,® o X2$.5 y 9' 28.7 q -� • .} /1 J a 11 "� �12" - x x ry9 +` " O / �} j 112" 14" 13" 5ti' x31.5 21 ". I • \ x LIGHT POLE x x x xry ry ry x 28.9 27.7 z < I ir7 - FENCE � x Ix ® 14 j ! +' P` 8 x 6' CHAIN 11 yh' 1T 23° h �10" h 11' 12" 5 0 2'1" t 5' CONCRETE r x a 2 .9 . H20" D jY xry' ti' .1 34.6 I ❑ LINK FENCE ry Utz" II ❑ 012' s 5.6 ! � !ti in i . x32,9 02 ".D x n ~'AMITN "tYMANHOLExO O 025" O, SIDEWALK � 5. I II hi 0! f ❑ 4`.L I� 'S 11 t2"0 �5 °tU" �S -r„/ � 30.% '� Fa � � Li 1 I I q ry �5. ti o� nj w i h x ti xh S 31.3 ❑ 1° x x 30.3 c4 n I iil %4' o O. b II ti' b RIM ELE ✓. =31.A4 23° ^� �, Kti L : x POWCIT.POLE „ (LINT TRAP PER ATLAS) ❑ \ .,`, FOUND - EAST FACE OF 8" CONCRETE TOE-OF SLOPE c� d I. WITH CABLE TELEPHONE BOX 4 PV,C. INV. ELEV. 23.62 (N) 31 0 x30.3. x30.0 x29.7 w DETAIL I 4 'i' ROD G,F,Y, t /. x x29.7 x29.7 x30.0 x29.6 x2$.6. BLOCK WALL IS 0.4' WEST OF _- : 'TOP OF DANK ryQ S Ii $' .. 4' P.V.C. P.V.C: INV. ELEV.= 29.7`1' (S) x x 30,9 30.9 \ I SEE D F" L.6 02 :' x 28,3 PROPERTY LINE ^'ryq xa x �� ' _ x31.1. 150.1. FULL DF DIR! 34:2 x'30.8.,,_ x�0 x29.0 0 I x28.$ x292 x 17.0 • s i1 its ( ) x34.9_... � t' x .. _ 11 CURB AND. ��. I .WOOD POWER POLE .. i ,Ii id i . q ASPHALT PAVEMENT SHOWN PER CITY OF CLEARWATER i;t ti• 5 12,. (TOP CUT OF i Jj >� Ooh . . STORM ATLAS (TYPICAL) I h I f!. 1 LIMITS OF I I q' SANITARY MANHOLE . - AST'MALT PAVEMENT. " . RIM ELEV. =20 -48 6 .. I _ I INVERT N =25,31 I x29.7 ` r yU.x' i I II I . IIIIIIIIIII x32,5. O• 0, x29.6 I t ,1 11 ❑ b _`4'3 129.93 INVERT W =25.27 +� x29.7 -.30.1 x29.9 - . . . ,, 1� 022" x322' x ..29,95 INVERT S =2516 x294 .4 .6 29.1 19.E . . �.- ry x31.3 x30.8 I x26 x 29.3 x i t 1 i I . 9.8 INVERT E =25,28 \ 1 \la I x29 294 x29.1 x28.8 x27.1 x2 %,9 �8 i 4 I'! I .. - - - Z a / - xyry• 29:3 - !• - I. I TOP OF GRATE i x2%.8 x28.3 5' CONCRETE x28.5 i 14 i�llj x19:1 U 16x x305 6 "V..C.P�_� 6'V:C.F'. ELEV.- 29.05' ! ++ 11 = W , I 5.. :.�74" ❑ _ I - % SIDEWALK 1' i4 ;III ' _ .. O, 1- V1 v_ I . � ' I . S b � .-1 xry ' t . I 1 �U x . yL ,0 1 ^ . g02ryg. xti�'{ !SFI4WN PER CITY OF CLEARWAfER 111 Q 4 ry x 1 I q6 �° L� xry ` p STORM ATLAS (TYPICAL) � 1 � I . ti % x x x 29.5 � A. .q "? 2 f Iw t ID 24 (�I {�' x { x•c x29.3 .x29.4. x20.4 xryq x2$,$ ,�' x29.0 W x28.1 0, x28.5 x28.7 rye. ry1' I IZ . V/ - . 1 19..1 �.3 - xL -. ,t`b x28.1 x x / x 7 !3 I JI� i u j :_ I xg kb • x x x28,3 x27.3 / I 2 .5 9 I ;I + Ii�I . ;,i Ix 31.6 - x , W1 Dry - x 27,1 0 !q. t 'I - I! . SCALE: 1"=50' -31.3 I, y ry f �11 x30.8 18.6 x2$.0 1 i . g~j Z l � 18.. x 28. r 4 .; . w W ❑0 6.,6" 1. 5. x29.9 29.15• 28.7,0 0 P20" [I13,. �/ l •-- ,� I : !t` 'I 1 TOP OF GRATE xt• x29:6 ❑I8, / l q N I it .1 0' 10' 26' 50' 194' U1 _ [0]27' % ry y @. I i. ELEV.- 29.51' I h' t 6Li 1 LL ^ 33.8 i 6 I C I V, TOP OF GRATE' i� i 4 111 4 . T- CJ :d �• I l - � ELEV.= .27.45' % -N 1 Iif h 1 I xp x.28.2 1 t ! 11 tt} - ('� - . `, � 27.9 27.7 - 17. - , OCR I _v _x28.1_.,_. -..•- ,_,,...,,».x28.4 ---- ------ 28,5'x -_- -x- 28.5 -___- __x-28.5-- °-- _.._,._-- _ - - - - -x x284 x2 6 7 x � I 28.'1 -- --- ....,,.- ,_ ---- x28,2--_- _.__.__ .___`__..,.._- x'28.0. - x II ! i - 27.7--'- ° -- °---- --- -� °- °- x27. 6-__,..__ �._-_,_,,. x. 27 .5- •____.r__.__--_____- x °2 -7.6- ._.. x27.7 � � � r � P 1 •` 9 II 91, _ 16 1 O f.. -. r 27.1_ x26.9 . i ry 1! . a,. . I I I WF tie' v' tW / 0b x - _ x27.6 x26.8 x27.5 r`- _+ I II! i'� x31.1 xry x Z x •ry ROADWAY BASE w x27.0 v-v -.r Q 1' I ltf I . (N 4,. ( 6 :30,6 i 24.6 1 xry . / 27.6 x 228 x 29 1 11 I .II x 1 / MATERIAL ° I 111 -- --- -x28.3 -"- --- -- - -- x28.7_._.- .,,-_- w. W M1., ,ti0 I .. x 29.4 26.6 18.1 x'28.4-^- ---- -_°_.---- ---.-_ -- `- - ---x' •_`-'- - x 27.6 - -, -w ..._..._.. -- .- _`- - - -'- -- _ __..___--'- -.--- ry -��_ ; { I 111 x 17.9 28,5'• -° t`� - 2$.2..,.- - .--- _._.x.28.U-- °___�__- ._.�_.- .,x-28.1 ___.a - -- x c, li x 27.7 - -- x x 27.8 / pW 32.4 1. G 27" l t, x 2$. "/ a G9 7.5 (it x 28.9 x 28.8 x 29.3 , t. J5 2 ryg. ❑ xry�d 27.72$ -o / -x2/ 1 , . s}• - I SHOWN PER CITY OF CLF +RWATER ` "* - . • ®10" ..� DRAINAGE MANHOLE x , I ,II i4 STORM ATLAS (TYPICAL} : . - x 17 7 • / 26.0 1 ISLAND '1N THE SUN CO -OP, INC, I X 4 / RIM ELEV. =26,5$ , _ I 'Ii i;i 6 xry' to I ©23" � - ®12 "12" 7 "OLIO #434.5`1.0° -OQQ ^0001 n yq) I I / 5 x27.7 ii'' 4 DRAINAGE MANHOLE 771 26. 261 WN R CI .LAS ( ` 1� it C� x . xry x4yQ x29:0 -x28.8 _, �\ RIM ELEV. =2 "1.50/ /J{ n 7 R GIiM AF CLETYPICAL) TELE HONE I,. i, i1 1f (O.R. BOOK 15155, PAGE 7'4.6) .. PED / SHO PE f, Q x30,3 q- I i . - - q. / , - 2753 x2 1 4} x27,7 l 4' 4 "5' 5' xry ! x.,1'28.8 1 • '` � / �_ � � � I 33 R7 W ill . q, �zs.7 �, 11 r % �' x27,9 ' 111 II R W WIDTH NOT DETERMINED _ 31:6: x x29.0. m - # - .x29.0 - �_K t x28.8 x26,6 _,2fw% 26.,s�' RIM ELEV. =27.52 I IT F - IN ` A x28.`L r4q I III III 5 w -x2$.8 -' -__. x29.1 ` 26.7 ,- DRAINAGE MANHOLE x ° I y j / 1 •30.1 I TOP OF GRATE x2$.5 2$,4x �,. 27.5 28.4 28.4 OF 9HN � -� 26. /cJ APPROXIMATE LM S OF AREA BE G USED S x I I I ! m x29:1 r x28.4 6.5 / CONSTRUCTION STAGING /TEMPORARY MATERIALS x29. ! ELEV.= 28.86' 27.8, m< x29.1 x29.4 /ToP DRAINAGE MANHOLE �g26.5 I t ~ RIM ELEV. =27.27 x STORAGE, MATERIALS HAVE NOT BEEN LOCATED. 0 19 "T 7" I i § z 6 `5 ,i ` ACTIVITY OBSERVED DURING SURVEY INDICATES THE I i i! ! Ij 1 I Q � : 0• o.- 26.8,1 I;I ' - LIGHT POLE: L t0'..i16" I. ¢s I „ SANITARY MANHOLE xry - - ! 29,0 x `7• R . / ii- -'27.62 .DRAINAGE MANHOLE USE 4F THIS SITE IN SUPPORT OF CONSTRUCTION. Pi 1,t I. o DRAINAGE MANHOLE 26,5 ' I "�' RIM ELEV.-29.50 : x i I RIM ELEV. =27,71 ACTIVITIES ON PROPERTY EAST OF BaYV1EW AVENUE, m RIM ELEV. =27.44 111 III , 6'V.C.R INVERT N =23.23 28.0 I LOW AREA x29.5 2/.562. I I _ ` x28.8 r t :II I �- 5 3..3,, I I HEAVILY VEGETATED x21._1 _ - - 26.83 27.5 x o, / x28.1 x28.6 f j11 II k . 4} I r x,41, I INVERT W =23,26 1/. 3 �. 26. xbA t 'tl II I ®16 C 4'3 9 AND HOLDING WATER. (CONFLICT) DRAINAGE MANHOLE- f, \ e . x29.5 ; Ih . 1 - 11 30.9 .,xry :, . _ I I INVERT -5 =23,18 UNABLE TO COLLECT TOPOGRAPHIC RIM ELEV. 27,76 6.'66 \, N - : 4 4 I II ( INFORMATION `AT COLLECT T POGR FIELD 2g . - TOP OF 10" U.LP.= ..25.61 % .--, '26.7$ \ -- / I I I,i III I .11 r DRAINA t' MA - -': 1 _ x29.5 x28.7 - 27.8 1 x .9 x28.8. _ x IQ" D.LR. LINE- PA5SES THRQUCFI K i ��.`.- ` DRAINAGE MANh1ULE - - - 0x I 11( h; r` : . I 4 x x29.6 q „ x x27.3 17.1 27 ,'., �• ' °''9.1 ti +18.8 -,I SURVEY (04/05/2011)- ';( RIM V. =2.. .�� \ ill :1 h I x28.0 ' O 12 fDLE, PRESUMED T BE SANITARY. x% 27.44 l [11 ASSUMED LOCATION PER CITY OF L9' III 5 „5,. 0 4' 3 q• y0, y ❑ O x 28.2 ry x ( ) L6.79 \' ( I y x y4s I % ° x28.7 "' x : g� 20.2• 912" �� l CLEARWATER STORM ATLAS) ii; 'ii si Z L x ry 0 x ry . h ,.. . 11 le x xry x ' _ , ZR,4 . :-:' x 1 /.4 i 4; Iu �w O 4 3 1 v,.. - O x ,', `% I - 2$,2 ;,: +, g 1 -- --. t; ti (ASSUMEQ LOCATION ON P ft TGITY OF _ ✓ I+ u Z t - 5 «5" 3 ,;;, .. r.`,:' " - x`4_ x :, - O .. " -� .i A �� ',:� �--x, x 28.7. 1 I:t irr U ' :., :, �` ., ..:.. I .,.:.- 1 - -- .. , r .;.x "oi �'�% AGE ,ANTIOLE CLFI+RWATERSTORMATLAS) f i1_..2a.2 - _ l_.r. , ..---a x 29.6 _. - " 4 - r„ _ I ,__ -, _. / RIM ELEV. 17.82 - -a_7 - x , - -, _..., y. v1 , _ _ zs a t _ _ _. a_ i ,._ : 3 4 x / i?`- _ ,. . I ..._. I _ , _ 8 . " 2 /�/ 9 27 ly : , 'L �. U TYPE CONCRETE �0 Y{`� \ I - 6 3 I , - ,.� - 29.0 -h ti ,_ x .,t . ,, -„ - ., .. .;..t :«:. - _ ENf)WALL (TYPICAL} . - f" 1, x ---x � 29.5 r I,q •-- 4 4 ? - r i'., `:.' - _ 4 .... 1 29.2 ''`�;, . i ". u ., .« . '\ ' +. L0124_(DEAD) ,, :1 % x \ i' I '.111 , 5 ry� °"\ I j 16 ". .29.4 .." R.C.P. h .: -. x I 1:.o; ,� - ,4 ' \ _ 28.5 q r , . 41 111 w \ 4 ,,I' r1j 29.0 2. x28.6 i I :: x• - r �, - .. - � INVERT Ec,c- 2Z.4%' % ti� q r 'It1 .;1 Z �„ . 5,4,.: . I -x28.1 •27.6 . q I x27.0 - x27.5 x27.9 x 71 12 19.! . _ _ 4 `, 2. . "27.5 / 0 o- ,\ ,-' I r� 1? I 11' ii1' 6 I '\. 1 28.- I \ \ -. .6 x"28.4 x2',2 \ x`l' b? q . I 1 111 dt j . ..,. - . 6" I. - _ z 30 + - -` .\ - - ,x29 1_,. _ _.,...._. 19.0 '-. xry �\ x��• 2`7.5 q I 1 W ToP'OF GRATE xy x29 x. ! i,l 4 F- Z I 34 R:4,P. --� x29.3 .. (UP OF BANK ., VELEV.� 27,56' 120" I 1 � � � INVERT ELEV. 23.01 \ � l -- -- � x28.9ti if 28.3 ` q I ;I 11 I 1 r x21.5 x29.4 f xry ry i Ld l: __ __ \rte._ i / -` -�7q _.x.29.5 - x'19:3 27' I e. 8. / . - - -_- - - -_- --s -:2J.1 X22:4 '-, -,�F_ `/.....x2$.2 �xrRp 3 i2 yy I I!I 1� 30.6 I - _ - - o + S 1' y L . w - - - - - - - - - g ci I. %22.5 \ (0A kt, x2$.2 x28.7 x28.3 R /� 1 28.6_x. 129.0 9 1 ;t ' z LL 1-1 .. DRAINAGE MANHOL I _> >. x Fr 27.6 x23.5 _ . i r4 26.1 / DRAINAGE MANHOLE .• j 1 -; 23.0" _ 22.4 28.0 x 2T.D x p 28,7' -- --° "X28.0 "x x29.0 x29 2 I. I I I- O 9 RIM ELEV. 17.33 _._.- c x / I RIM ELEV. 27.43 ur /! \E 0 x19.7 '122.9.__ _, - - 22.8 - 30'C.M.P. i 1 \ `1�P . 111 o TOP OF GRATE � i 120.5. ! P x23.0_____ -. x- 22.5' ' °- INVER ELEV.= 22.84' x x \x j .. � / f 26.9 - - ..'I - tiCO x20.3 -- N - ` w I A. [ 1110 ELEV.= 2$,22' x... 2"2.5 225x.S .o, x11.5 ° x22,8 lU° _- x 26.88 . � 12„ x 29.1 I - -' I 12.9 23J x,,. . � F ° -yx -21 1 .. --20.9 " - -_ ry \' `i• . r °--11 I - x29.0 - x _28,0 - _ - - �,r- x 27,5 I ' I � _ _ �--'•- _..-.� x22 3...,_ ._. ___ k L.J x I 111 11 11 2" c . x 28.6 / x 28.4 2 -1.3 x .-f x28.6 x �, i - 1 I . .�__ 12,5-_-: - --- -._.x, `' - .. _' x23 U .1 i x 28:5 ,7 qh ! ,:1 ''f 1 33" L x ' 28 5 x22. - - 23 .F . i . o [ 1 22.3 1 22.7° �` - 0 14 , _I Ij. 1. x26,72 :I 26.80 x28,1. 20.4 T I, 20,1 ��i 23.0 : ry � - x 22.1, - 23,1' x' TAP 0 DAN 23 2 I x 28.6 x 28 t r. 1 I ii (h I . . 30.4 POWER .POLE, I (, - 120.3 24.1 '_- 23.1 F B x , 1` ,I t 'I - .. I; x 29 4 1` I ❑ m WITH ELECTRIC 1116.6 I 21.7 i x x. x13.6 27.2 7 %27.3 1 11: I ❑O 49" PEDESTAL 1 i i ? xr4 \� 1 29 6 i !i . Ii I . F I I I i 1 x24.1 x•14,2 : x23.7 1 �..� .. !_ - x2 1 ,._.� bUA7�1� LINE LEGEND SEE SHEET ..OF 2 11. .to 61 LB =LICENSED BUSINESS' CONCRETE UTILITY POLE SURVEY NOTES: STATEMENTS ARE MADE WITH REGARD TO- UNDERGROUND UTILITIES: CONJUNCTION WITH THE 04 O5 2011 UPDATE EFFORT ARE SHOWN AT A LIGHT POLE . . . . (P} =PLAT MEASUREMENT 4 ANGLE TO TITLE M FROM PREVIOUSLY OBSERVED. TA. 101 1- A COPY OF THAT CERTAIN TITLE COMMITMENT PREPARED BY FIDELITY (i) . STORM DRAINAGE CULVERTS HAVE BEEN GRAPHICALLY APPROXIMATED..: 5' A DIFFERENTIATE THE M P EVI OBS D. DA w (D) DEED MEASUREMENT GUY ANCHOR . , NATIONAL TITLE INSURANCE COMPANY (ORDER NUMBER 3420039) HAVING HEREON BASED UPON THE LOCATION OF ABOVE GROUND EVIDENCE 10, FEATURES WITHIN ADJACENT RIGHTS -OF -WAY SHOWN" HEREON BY = UTILITY POLE AN EFFECTIVE DATE OF FEBRUARY 18, 2011 AT 8 :00 AM HAS BEEN TOGETHER WITH STORMWATER ATLAS INFORMATION PROVIDED. BY THE CITY N (F) FIELD MEASUREMENT PROVIDED TO THE UNDERSIGNED AND THE. FOLLOWING ITEMS. FROM OF C1ARWATER. DASHED SCREENED LiNETYPE /LINEWEIGHT) HAVE BEEN GRAPHICALLY (C) CALCULATED M = TRAFFIC •CONTROL 'FOX - . DEPICTED -BASED UPON` THAT CERTAIN SURVEY- PREPARED...BY THE . SCHEDULE B - SECTION .2 THEREOF HAVE BEEN SHOWN OR NOTED UPON c E -P. = EDGE OF PAVEMENT = ELECTRIC PANEL THIS MAP OF SURVEY AS FOLLOWS: . UNDERSIGNED ENTITLED "TOPOGRAPHIC SURVEY (OFF�SITE ROADWAYS)" (ii) THE CITY OF CLEARWATER STORMWATER ATLAS USED DEPICTS CERTAIN (PROJECT No. 04370 - 000 -001) HAVING A LAST REVISION DATE OF CONC CONCRETE 0 . = WATER VALVE STRUCTURES THAT HAVE NOT BEEN .RECOVERED AND LOCATED AS A PART I - - _ - - - - ITEM No.5: THAT CERTAIN .EASEMENT DEED RECORDED iN OFFICIAL RECORD � OF THiS SURVEY. AS OF THE LAST DATE OF FIELD SURVEY SHOWN HEREON - y' 03/08/2005. THE DEPICTION OF FEATURES HAS NOT BEEN UPDATED TO - C/L CENTER LINE �} -FIRE HYDRANT BOOK 3850, PAGE 737 DESCRIBES THE CONVEYANCE OF AN EASEMENT THE SITE REMAINS VEGETATED WITH GRASSES, WEEDS AND BRUSH TO THE REFLECT'CHANGES WFIICH MAY HAVE OCCURRED SINCE THAT SURVEY DATE 4 SAN. = SANITARY (D = DRAINAGE MANHOLE - OVER UTILITIES OWNED BY FLORIDA POWER CORPORATION AS DESIGNED EXTENT THAT STRUCTURE LOCATIONS ARE OBSCURED. 1N ADDITION, THE AS SUCH EFFORTS ARE INCLUDED IN A PORTION OF THE CONTRACTUAL -- _- -.--.- -- -.-- -- - -- =--, - _ AND INSTALLED. THE FOLLOWING STATEMENTS ARE MADE REGARDING THIS ACCESS OPENINGS OF CERTAIN STRUCTURES HAVE BEEN INTENTIONALLY SCOPE OF SERVICES THAT HAS NOT. YET. BEEN AUTHORIZED BY THE o MH. = MANHOLE 0 = SANITARY MANHOLE r-- ---- -- - -- -° --� - -� EASEMENT: CLIENT. a // CONCRETE SIDEWALK l CONCRETE SIDEWALK COVERED BY THE PLACEMENT OF FILTRATION SCREEN MATERIAL OVER v INV, = INVERT �J =GAS METER . 1.,.- - - - -_- - -_, -_ - - -� WHICH DIRT HAS BUILT UP ALLOWING THE GROWTH OF VEGETATION OVER V.C. = POLYVINYL CHLORIDE PIPE t>9 GV =GAS VALVE I '•, I (i) THIS TOTAL AREA ENCOMPASSED BY THIS EASEMENT DOCUMENT COVERS SUCH. STRUCTURES TO THE EXTENT THAT THEIR LOCATIONS ARE FURTHER 11. THE LOCATIONS OF THOSE TREES WHICH LIE WITHIN THE BOUNDARIES P, I I I I THE FULL EXTENT OF THE SUBJECT PARCEL; HOWEVER, ACTUAL GRANTED OBSCURED AND WHICH MATERIAL PREVENTS .ACCESS TO.THE'.STRUCTURE OF THE SUBJECT PARCEL AND ARE CONSIDERED TO BE PROTECTED TREES f R.C.P. = REINFORCED CONCRETE PIPE O - = TELEPHONE MANHOLE - I I UNDER AR'f1CLE 1I OF CHAPTER 186 OF 'THE PINELLAS COUNTY LAND `. I - EASEMENTS ARE'LIMiTED 7O AREAS LYING 5 FEET ON EACH SIDE OF INTERIOR ,WITHOUT EXCAVATION EFFORTS THAT ARE BEYOND THE SCOPE OF DEVELOPMENT 2 C,M.P. = CORRUGATED METAL PIPE i1 = ,'TELEPHONE UTILITY BOX 11.8" I '\ I i CODE HAVE BEEN SFIOWN HEREON SUBJECT TO THE I FourvD 1/2" - -� '� �.y' FACILITIES OWNED BY FLORIDA POWER CORPORATION AS DESIGNED AND SERVICES OF THE CONTRACT UNDER WHICH THIS SURVEY .WAS PERFORMED, V.G,P: =VITRIFIED CLAY PIPE I I i INSTALLED. FOLLOWING- = SiGN I IRON ROT) I. 03 - ..i, - _ I "G.F,Y. L.e.021" , i i \,I I � � 1•-6' CHAIN LINK FENCE- - � � (Iii) THIS SURVEY MAP -IS NOT INTENDED AS A COMPLETE INVENTORY OF - THERE E' U ,-, HERE ARE NUMEROUS TAMARIND TREES LOCATED ON THE SITE THAT HAVE . FDOT = FLORIDA DEPARTMENT OF & = BENCH MARK I I I .(D) THE _ UNDERSIGNED CAN, NOT ATTEST TO THE OWNERSHIP OF UTILITIES STORMWATER OR SANITARY SEWER FACILITIES. ADDITIONAL INVESTIGATION w - 1 S BEYOND THE SCOPE OF SERVICES OF S NOT BEEN LOCATED DUE TO THE PROBABILITY THAT THEIR STATUS UNDER '2 TRANSPORTATION . , T ROD I--- ' I SHOWN HEREON, THEREFORE THE EXACT LIMITS OF EASEMENT(S) GRANTED THE CONTRACT UNDER WHICH THIS ARTICLE 11 OF CHAPTER 166 OF THE PINELLAS COUNTY LAND DEVELOPMENT N S.R. STATE. ROAD 5.6 5.1. �. ! 6' WOOD FENCE ! I - CANNOT. BE PRECISELY MAPPED AT THIS TIME. SURVEY WAS PERFORMED WOULD BE REQUIRED TO DEVELOP SUCH AN . MES = MITERED END SECTION 1 f i � CODE MAY BE AFFECTED BY THEIR POTENTIAL CLASSIFICATION AS AN - R /W- = RIGHT- qF' -wAY . 6' CHAIN LINK FErvCEJ - ' i w `-FOUND 1/2" - . . - INVENTORY. - . 3.5' . i I iv �` D•3' IRON ROD INVASIVE SPECIES. IQ U TYPE ,CONCRETE WALL (R) = RADIAL LINE - ; I U (iii) THE UNDERSIGNED HAS NOT PERFORMED SUBSURFACE INVESTIGATIONS . i 13 5' �' I 1 z g t.1' 1 0' (DISTURBED) AND THE LOCATION OR EXISTENCE OF SUBSURFACE INSTALLATIONS OWNED 4. THIS SURVEY MAKES NO CLAIMS REGARDING OWNERSHIP OR RIGHTS OF " = SANITARY. CLEANOUT W i I 0 ` I BY FLORIDA POWER CORPORATION WITHIN THE .SUBJECT PARCEL ARE .NOT P.S.M. PROFESSIONAL SURVEYOR I � I i 01.. ROSSESSION. AND MAPPER Q = WELL I 0 1 I 29 12. LAST DAY OF FIELD SURVEY: 06/11/2007 (ORIGINAL ISSUE) U I �, © BOUNDARY uN�E KNOWN TO THE DER O O N --]_ CURRENTLY UNDERSIGNED. p = WATER METER I n I S ° - SURVEY MAY HAVE BEEN REDUCED iN SiZE BY REPRODUCTION. 4/05/2 11. (REVISION No. l) . . _ - 04 FOUND 1 /2" NO OTHER INSTRUMENTS OF RECORD REFLECTING EASEMENTS IS MUST CONSIDERED WHEN OBTAINING SCALED INFORMATION. 5. THIS TH T BE o l . � IRDN RDD ,- 13. THE SUBJECT PARCEL CONTAINS 39.792 ACRES (1,733,353 SQUARE _ _ I 1-= - - - - -- , G.F.Y. L.B.o2t" RIGHTS -OF -WAY sr = INDICATES DRAINAGE cuLVERr °- ..:�.-- :-. - -- - -- --•� " ,AND /OR OWNERSHIP WERE FURNISHED TO OR PURSUED FEET), z - - . DETAIL "F" _ DETAIL B BY THE :UNDERSIGNED OTHER THAN. THOSE NOTED HEREON OR THOSE 6. THIS SURVEY.WAS PERFORMED FOR •THE SOLE AND EXCLUSIVE BENEFIT ) MORE OR LESS PER FIELD SURVEY. 0 NOT. T-O SCALE OF THE PARTIES LISTED HEREIN AND SHALL NOT BE RELIED UPON BY ANY m SPOT ELEVATIONS NOT TO .SCALE , INCLUDED IN SAID COMMITMENT. EASEMENTS OR RESTRICTIONS OF RECORD OTHER ENTITY OR INDIVIDUAL WHOMSOEVER. LIKEWISE, ANY RE -USE OF. CERTIFIED TO: OTHER THAN THOSE SHOWN ,h1ERE0N MAY EXIST. WiLSONMiLLER, INC, AND THIS SURVEY FOR ANY PURPOSE OTHER THAN WFIiCFI WAS ORIGINALLY %6,1 =GROUND SPOT ELEVATION TREE CN�: CERTIFYING LAND SURVEYOR ACCEPT NO RESPONSIBILITY FOR n_ .(FROM 06/11/2007 SURVEY) 0= UNKNOWN TREE RIGHTS-OF-WAY, `EASEMENTS, RESTRICTIONS OF RECORD OR OTHER INTENDED, WITHOUT THE WRITTEN PERMISSION., OF THE UNDERSIGNED BAY CARE HEALTH SYSTEM, INC,; a) x6.13 = PAVEMENT SPOT ELEVATION ©= OAK TREE MATTERS AFFECTING TITLE TO LANDS SURVEYED OTHER THAN THOSE SURVEYOR AND MAPPER, WiLL BE DONE SO AT THE RISK OF THE REUSING FIDELITY NATIONAL TITLE INSURANCE COMPANY (FROM 06/1.1/2097 SURVEY) DESCRIPTION: RECITED IN THE ABOVE .REFERFIVCED TITLE COMMITMENT: OR .OTHER PARTY AND WITHOUT ANY LIABILITY TO THE UNDERSIGNED SURVEYOR'AND SQUIRE, SANDERS & DEMPSEY, L.L.P. ..N ... . �^ PALM TREE , . . . INSTRUMENTS OF RECORD 'FURNISHED BY CLIENT, MAPPER. .`MACFARi ANE, FERGUSON & 'McMULLEN; � - I 1. 25.60 m PAVEMENT SPOT ELEVATION ' ❑P = PINE FREE THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RECEIVED o 25.10 TOP OF CURB ELEVATION N x 25.12 : EDGE OF PAVEMENT ELEVATION Q = ORNAMENTAL TREE RANGE 16 EAST, PINELLAS COUNTY, FLORIDA; LESS 'AND EXCEPT THE NORTH 50. FEET - 2. THIS SURVEY MAP AND THE COPIES THEREOF A O L D WITHOUT 7, SYMBOLS . SHOWN UPON THIS SURVEY MAY NOT BE DRAWN TO SCALE. WILSONMILLER, O - ER RE N T VA 1 W TH T lo (FROM o6/i1/z00 "I SURVEY) �= MAPLE TREE THEREOF FOR RIGHT- OF�WAY FOR .DREW STREET; ALSO LESS AND EXCEPT THE EAST 33 THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THE FLORIDA LICENSED CERTI }YIiEp F� TH �f7 �l No.LB043 �s = SYCAMORE TREE FEET THEREOF FOR TIGHT -OF- WAY. :FOR BAYVIEW BOULEVARD. - 8. BEARINGS SHOWN HEREON ARE BASED ON THE MONUMENTED SOUTH " SURVEYOR AND MAPPER INDICATED BELOW. 11 1+ i x xg f JUL � �. 25.60 = TOP OF CURB ELEVATION . ®= CEDAR, TREE RIGHT -OF -WAY LINE OF DREW STREET BEING ASSUMED AS 589'15'40 "E. il� `f %, ' +�' ' 3 NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR's A25.12 25.12 = EDGE OF PAVEMENT ELEVATION a, �;• % 1 `w (FROM 46/11 /2007 SURVEY) W= ROSEWOOD TREE . 6~ = GROUND SPOT ELEVATION . w (OBSERVED DURING 04/05/2011 SURVEY) o . . o . © _ `LINE TABLE .. LINE LENGTH BEARING L1 50,00 • S01'03'22 "W L2 33,00 N89 715'40 "W - . EXISTENCE OF ANY UNDERGROUND IMPROVEMENTS, STRUCTURES, OR 9. ELEVATIONS SHOWN HEREON ARE . BASED ON NATIONAL GEODETIC � ~- . FOUNDATIONS. UNDERGROUND.' UTILITIES, IF SHOWN HEREON, ARE SHOWN SURVEY CONTROL STA:nON "COURTNEY B" HAVING A PUBLISHED ELEVATION .. 0 DA LI `.No.LS5535 - PER ABOVE GROUND EVIDENCE AND THE LOCATION OF ALL UNDERGROUND OF 3.66 FEET, REFERENCED TO THE NORTH AMERICAN VERTICAL .DATUM '" ` `110 "S PLANNING `�t DEVE.,OPtME .7 UTILITY LINES ARE APPROXIMATE ONLY, THIS DOCUMENT SHOULD NOT BE OF 1988). ( i . . . . . . . . . � � . . . . . . . . . . . . . . I . . I . - I . . I I I .11 I . . . . � . . . . I . . . I . . . . � . . . . . . .. . . . . I I . . . I . . . I . . . . . I . I . . . . . I I . . . - . . . I . I . . . � 1. - .. . . I .. . . . . I . . . �. . I . . I . . . . . . . . � 1. - ... . r . . ... . . . . � � ., I . . I I . . I . . . . . . . . . . . . . . . . I .. 1. .. . . � . I . . . . I . . I . I I . . I . . . .. . . . . . . . . . . I . . . . . . � . . . . . . I . . I . . . . . . . I . . I . . . . . . . . . .1 . . � .. . . . . . . . . . . I . . . . . . . . . t I . I . . . . . . . I . . . I . I . I . I . I I I I I . . . . SCALE; 1 ' =$Q' I . . . PA,4T�H LINE >EEErlrwwE--- Tl�rl�l . . q /� . . SEE SWEET ! OF D' 10 5' 5D` 10D` .. _e _ - - - ...�.�.� ...,,Y, ®� ��..o.�..m. � ...�..�.. ��..,..� rte ,.--- .......�.W.+........�,... _ _ _ "."""�.`�ii '...� I x29.3 � �.�.� gx I. .•;I . • , ry� I i - 22.s i. 1 x21,$ . N°'' 1 11! .. _ - .( 26.5 sl E ��" 23 31� °f 23A i LL 110,. ;ii iii f• i f i+t - �23' Oa . x• TWO 6 "V.C.W, 28.7 1 i i i 4 p g °lt g! .. I. ,1 17,4 f 1� A l 1." I 1 I': F i x28.$ I' x' .0 x -- 5 122.2. x23.1 x24.2 x24.4 x24.9 x24.8 x24.1 23,8 . . 4 - It 11; F 1 x2$.0' x27.2 Lr. X28 -1 x26.5 LI.Ux . , x I I 29.4; x " I zry0 G.,g ii TI. Q122" 30.5 x 25.9 A 23' I 1 j I , 28.7 i i t ;:, TOP OF GRATE pp I 1 ' 23.8 x x2$ -4 - 1!1 l 4t:.110 ". + \ i' I , iLy r I 1 . I I1 1 j•. i .2 x29 . ^ I I ELEV. ='2$:26' I +26.6 I 'SANITARY MANHOLE 19. tt "1 {. E / 28.2 4'27'v x 5 �4fg" J 1 pt i I. . x 0 1 I 1 i I _,, I 27. x 28.4 x 29. I n 1 RIM ELEV. =29.05 1 t , i fl ' I+ i vt q'S I g i INVERT N= 22.52 U" TYPE CONCRETE - ! 1 i - I I x28.7 O ( c ils 1 I;I I ry - I . l x24.1 ! 22.7. A21.6 , I. 1 J fit 1, ° I - ENDWALL TYPICAL x O• 4 i'I I . ffi x (,I I ( INVERT W =24.12 ( } 2h -7 1 - II i > 1 G! 1 111 I 4.4„ 1=. + �.� ' 22.$, I 30" R.C.P. x24.9 x24.2 x23.3: I I I ITT P. Iq 1 INVERT W =25.54 28,7 . x 25,0 t 1 W I I 1 I`� INVERT ELEV.- 21.95` 27.5 i, 1 523.1 I Z I u I CD x I INVERT 5E =22.41 � � ,� I I c . _ ice, I . , - . \ 1 n - , - 0 I !8 I'1 i- 4.. x 28.6 26.7 I x 25.0 - t f I I xryy !'I 4 '� 4V . 30.5 SHOWN PER G11Y OF GLEARWA7ER I I I x27.7 x2$.7 I' 1. %, i x23.t i I p I!, 4„ I STORM ATLAS (TYPICAL) x 27 -6 x 2 3 I. x 2$.5 ` -20.01 x 29.9 I i;j p„ \ ", r N i x29.1 l 3I:, �� W 1324" I j I x29.4 l, \ �\ -24.1 x24.8 I 11 x29.3 ,IY I ' I SC,G -.\ x29.$ 2$ -4x x27.5 x 27 :5,.2 x2$.5 x29.3 I I o - N 29.3 . I'. . .'�}' - 4.. �. I -..� y' 2$,4. 22.5 \� 24.6 23.4 , 12T.6I - I y x29,1 % 1 .y - L' �IL� A- �,I 'rye p' . L0 x1 I 26.9 x x > 22,6A• ! i i �O + �i1Ea7P1f'fl�iYaS.E 1E� 1 � . .,P7 4" 26.$ r! `\ \ 2254 x24.6 // / i x123.0 1 I ry� i ! ill . ff) DRAINAGE MFlNHOLE _ .28.8 x � -\ - - I I I i - , � O i 5..6.. I. I RIM ELEV. =27.23 . I 5 26.9 Z/.2 t28.3 21.1`\ . / / I ( ry .: 1 `-+i! { / \ x24.1 �% E� CJ ` 5 "( 3(8 ( x /cy /� . \\ \\ �/ r L3.G (x 30.6 I 3 . +' i l I I . a' 0 4 „4. x 28.9 1 � , ' //d f . i' - x 28.4 �. ~ \ " x 24.fi / / i ` 11 "9" 1 Q Ld S ( 29.4 x28.8 L X28:4 x23,1 t \. \ ! j '-'I 1: 1. X23.7 j x30:5. t , p1, �, 1jt 13 + 111 i % i x'28.7 27.2 \ . \ 'x.23.1 I ` Ell 7 "13'+ x27.5 x x27.4 x23.3 11" i y1 i Cj Q ryg, DRAINAGE MANHOLE 26.8 \ 22.6 IZ23.2 / r ; . -LL I \ x27,$ - \ \ x24,2 �� ,•Qv x29.4 x28.9 x 1 i �. 6 ,!I t U C5 RIM ELEV. =2$.32 y \ 28.0 -27.5 X27.3 x,21,1 OS O h30.2 2$.5 28.7, '21.8 ;27.9 x29.0 2 5! !- � x27,5 x� i \ TOP OF BANK ?I2L9,r x27.5 1 x29.0 x29:3 x 9 -9 C?. �ft' \ \ 2$.2 ti, `� ' x23.6 OF __ 4 27.9 x2 �� i�5,.5.6„ 1 I .. I -_s -� i 4 i DRAINAGE MANHOLE` --- R \ \k.22 \I, __' 60 - -_~ F Q - 26.7 /27.g Q x i 1 1 I i :1 I l I 28:1x, a12.7 f;.0 x28.3- __.,.. °� 'l$:U, ! S 1� "10` ,I . 1%1 L(7 / RIM ELEV. =28.34 , ` i�iOF OF GRATE ` \22. X 23.1 ,_ . _ x'23.4_ _ s X23.1 :) � to 30,4 \ SANITARY MANHOLE I 1.:11 SAN W Tai `_ 14 " ©- I \ .\ / RIM ELEV.-28.93 "ELEV,= 2$.18" '214 -'-- x23,0 27.9 x Al2" T . x _ • x•' 2.8 .� -. 1 5' CONCRETE I I T d L .3 \ INVERT NW =21:69 1 ,1 . y l x29, x29,1 - Q 22.8x- _ - .1 x21.7 23 $ ,28.M1---- �.�___ 28.1 b SIDEWALK I E1„ � �i . F- g \ _ INVERT SW -22.79 O'' 28.7 - '28.2"' °" xry f +' I I JI g. .x28.9. x \ ry,_ � _ / ••S- � - x24A_.. --,-23.2 ,2x:21.9 \ i ^ f . P' - I Q [028' 14 1 x27.9 x27,5\\ 1•Y7.1 W x25.9 x2$.1 , x DRAINAGE MANHOLE . J, \ -`1 �, x27.3 INVERT SE -2289 x26.5 \ \\ � A9,. P? I z 0 0 I RIM ELEV.= 28.62. ;• , x26.8 x x2$.9 x2$,9 28.7- ",28.0 x28.9 1✓ I -I' I - p . ....1 - \ _ ..x.28.5 x2$.5 .x2$. '.MNEREDIND SECTION � '<` 29.6 - I x29.9 h 1 1 421 T, I M I \ 27 -8 - \27.6 x I x28.7 t . p C) Ao INVERT ELEV.= 22.36' x28,7• -- :x30.4 - -- . . x29,8 h I Z LL_ � _y0 \ Ml(EREQ ENO SECTION -.3D.4 I ® 0(? p'3 1 I x'14 13 1,.. I 1. �_ \ i O 45" x34.1 _ x d ;;I T.. I t -� J V�y�y x28.7 INVERT ELEV.= 27.99' 30•'x4'2 "R.C.P. x28.1"29.3 C; 1 t; �, v... 54,.( 30.4 19.$ 26.6<. �tprl�yd`' 'x26.7 4, i, NVERT ELLV.- 21.$4" f29.7; I 228.3 j' xo I I I" �.. f j' \ o/. X29.5 I fy I 10 ", 1 x29.3 x29.3 ��•- x29.4 - x30.3 x29.11 i 0 \ 1 10" i it ({ It R � 4, FcAINAGE MANHOLE I � .t I I ti - ' K r 5" o� x'28.9 x27:4 r \ i -1 xGBr }.. -. ®x28.7 .1 it - ryw. ,10' 2 .;t ., 1 L I - x x27.4 74 `'�s x29.0 .x28.% x29,0 x29.9 x30.023 x31.0 . x29.5 I y a o4 1 !if ih iY ,, RIM ELEV, = 2-1.04 5 i j I I I I: -W.Q t 'S . 013 x`L�, \'\ F, s, p. x28.5 29:3- x29.4 c x`Y x? x +t 28.9 x N A '; 1O "6 lj t:- . F 1 a Y q. x1 p' �2 3 r x29.3 x21:2 28:7. 27.8 5 O a Lj I, I 5° I 0- - ,14>' xry -ry` a � .. �' - ` 28.1 ry . -x2a.4 _....._-- ----`x 28 -5 , 28.5 x r ) r W Ld 6,. 1 xry x ry 1a _ o x.31.3 x29,5 1 y) xryo. O- 1 ,'28.2 x3U.0 fti x30.4 12'6 a c 25 1 \ \\ � \ ry 28.2 0 .1~ � 4 .3" QRAINACE MANHOLE _ - L• �5 x 29.4 �,• x �' oi' ( tf M=C}- ,. T.' ©. 79.9 12" i7 1 "� r� ,�' 1$ 0 $' 1 tx ! i x^' I �' 1 - r t lit III 0 - RIM ELEJ.= 27.51 - >c26.2. x ry N + , Li., O i.I .,❑ 4" - 0 19 - \. \ \. x x28.1 1?) .x'20. xry0' ", i f Q ' 33 R W 111 �' . =28,8 x30.1 29,21ryO x28.6, ` xry 27.9. x x28.2 x2$,8 I ft I /// x28.9 x29.0 1 !t w - 12 04 4" 1 28.9 xx x 29.0 ' 6 „6 $,.�., t x2a.4 ,z7.7 xz6.7 .4 R/W WIDTH NOT DETERMINED Z POWER POLE '-.` �. p x29.1 � 1 I 1 �a • !, 1:1 I It . 1 - URAINAGk h7ANHULE ryy 9 x2$.8, I, 9.1 IIi1 i I1 • WITH ELECTRIC `\ ry x2 /,$2$.5`2 x29.4 w TEMPORARY 3 i t w I TOP OF GRATE `x25.8 �'' RIM ELEV- =26.63 -28.7 28.8- '27.9'7 . > t li 1' ly E x 29.3 LINK FENCE I t t ELEV,= 26.61 ¢ _-� 27.8 x 29.0 a H W � [719" PEI)E5TAL x25.ES 6' GRAIN - - - :SANITARY MANHOLE - ! m ,23.3 t'L "9 "5° i W, Z A� _ - DRAINAGE MANHOLE ✓ I \ _ h` ftIM ELEV. =29.4M1 I a a, x29, i i i 111 .i . SANITARY MANHOLE I Ij. -1 r1Q INVERT NW =20.73 RIM ELEV, =28,72 r -29,8 0- 11 4T r `i° RIM ELEV. = 26.68. � x `� a . = L 7 `, x21,9 INVERT SW=22.66 q NVERT 5 =24.21 I om SANITARY MANHOLE -} .i 111 In �__ U 12"' I 2G c, a 12" 8; - . DRAINAGE ' MANHOLE 1 x27.4. INVERT 524:67 G ti-. _RIM ELEV, =29.06 -1 a -;It F_ p x2$.7 x Y2;3.96' \ x INVERT 5E =20.85 - 29.6 x29.0 RIM ELEV, = 26.84, 2 ,55• ^ I. RAINAGE, MANHOLE. 27.5 a? a ci INVERT Nm25,22 t II Ui 4' I x28,5 28.6 INVERT W 19.68 . -1 x28.3 25.gS RIM ELEV: -2U.7U Q 9.0 I � . INVERT N= 19.27 1 Ip ii 4., ,10• -27.7 x26.6 -, ` -U , I ,\ ,G. x28.8 x27.3 INVERf N =21.67 INVERT Wm18.J0 a - . / \ '` 28.3 INVERT E =19.$5 OR T POWER DOX iN E- Y . .. DRAINAGE DITCH BOTTOM INLET 26. I 6.60 - _ `Y� 26.6 - -28.5 $`UryI 2 tt2" I 4 "x4" WOOD POST � a � C_DNCRETE . 0 15 "'. % I F TEMP. -\ VERT -1894 UNDERGROUND GAS U 1 •DRIYEWA l.Zv W: X 1.05'H. WIER % 28.87 P - x 9; 8U I APRON .OPENING IN N. FACE.. 26.52>� -X 6:,B,Z \ \ .q 28.2 T27.9 X27.$ x29.1 • MARKER " I I1 1 ';I DRAINAGE JUNCTION BOX y / % 4 -ti \ 29.5 x 29.86 �� I ? . r ti! MANHOLE RIM ELEV. = 30 45' 29.0 Lc) WIER ELEV. = 28.51' / f DRAINAGE MANHOLE �, .\ 8'V.L'.F. i I STORM - 29.2 I...... GA J _ RIM ELEV. =26.52. \ 0 \ TRA IELECTRIC y It 1, x SAN 10V.0 FAS "i INV.(36 ", RCN) 25.91' � GRATE ELEV. - 29.54' . % ryp. 26.$ x27.3 P. tU'b.C.R. ; _i 12'V.C.P. x12'V.C.P- 18 "1$ "18 "12° 0 e It SOUTH INV. 24" PLASTIC) _: 26,92' L29.3 NORTH INV,(12 "PI715TIG) _ 26.70' - - °-> x SAN _.__ -_ SAN :,I Ii x 28.0 tyl ill x29.0 x26h \ x28.4 �i 111 Ili . x 28,6 / / \ SC x 28.9 j .I . (( 6" x28.6 \ __ `. x213.6 v 1 *.. . lit I ,I 1s x27.9 x2%.2 \ \ 26.7x =26.9 '27.1 x27.6 ?. ? "i Ili ii!SANITARY MANHOLE x26.4 SANITARY MANHOLE Itl ( 4' �' f4 % 26.9 \ ��. :,w- i 28.3 N ., ,w 7 RIM ELEV- =29,40 '1 • -26, 1, . \ t x2$ -1 28.3. 27.5 yI 111 I I• RIM ELEV. =29.45 1 I - c3 x n. INVERT N =1$ 48 1, i' 27.6 1 I ill . I .c�a ... "\ - INVERT E=• •20.56 .i . - o 0 .`V x2 8.I 1 !, III ilt.. 1 �� - s -" -._. »- - -_ -- SHOWN PER CITY F L f ,a , = I2 O ,�' i t ;t kl i UI . 7 ` "_ ^•, S _ N E 0 C F-AtW TER - '- , `^ y,_.,' - i,:�::: INVERT NW 20.55 ,. _.. i : 26.9 . :. '.. - ' , -'. xk 29.07xp; EI! } Itt INVERT 5 =18,42 . , I I . . . ' :. STORM ATLAS (TYPICAL) I _ - !il L III ,:,. . x2/ '.c x < -x26.6 � :'� INVERT N =20.1$ Ill > ` % 26.4 27.$ L _ i > C 14" -._, - °° _ 27.1 Fr -,x28.2_. 1.: _ - I -- -; i CAB $4X :.a... - :.:: _. _ - _ _. - - 4 - - v - 1 -s. _.. -.�... 1 i 'CABLE 29.0_,,, n._,_. \ 28 4 I x2$.2. x /._ :.:f' _ - \ x287 1 t !I , 0 1 II - x27.7 2 . . .. - - - I ,; ' '..', ' - .. --�.� ^ i x27.4 I 1 p °� qr ,•.t ill fIt - .. I ry ,..:.:,,- ,.. '. X2 4 2$, .. \1 _ DRAINAGE MA l.E - -1 x� O g. 0' 0- 14 �.ii ..J.. . -. .:r- :. x - - t ,27.0 x27.9 '4,.:.::: 27,1 1 1 ,c2$ -7 _7.6 'Y 13 ,y { .,t ,I i x26.6 27.3 >> RIM ELEV. t ; I 28.Ox x! - y\ x`1 x s`S x ! ,T, `t} 277 . 12' ! t,. 1/ - 127.3 �- % 2" A$ "A$° A 2 . f x x.27.0 2 7.23' K 7.22 (zs.6 4 12'Yi f ;!, Ill EAST FACE -0F $' CONCRETE j• x A9'A7ATL�6'11" h' 30.3 1 5 _. ._ '16.3 �a27.4 Al2" I 27 17 t' BLOCK WALL IS 0.3- -WEST OF I.I - � � ,o• 6 -..y _ - -- x26.6_ -- ,w26.5 -=-ST' -- - -- I _ 112%,0 -: T ZL12" y, - n „_..- - () -'1. L O a 27:4x___.21.5 9 14.3.- .,,....__._..- X26.43 -- x26.3-- -.....- ..- ____.x -16,3 x.'26:6-- _..__._._,� r.- ._......_._.�__.. ._w26.7--�._ ...._ :' 6- : _.r - �.:g27,77,.,.2 &.08 _ - X _.28.03._._.- ._._ -.: t' �' 4i x l 1 i � 26.1 �_..x.2 g_.__ .__ x 7: 2 V- x 28 3 2677 PROPERTY LINE' p. a.. 0 1 g ti 5 .-=-: __. _. -_.�- x- -° ° § °- ; o- , t 7 1/ 1 0 21.0 - ..21.80- 2- - - -- -. Y 1 I I x 1. ry % ry1' xry 10 xti 27.5 hx ry0' 3 a. ,0.1 O. p 27.4 27.88 h -- - k 29:3. x28.1 -28.3 0 . xry - x x27.8 �- 1 x ,6 xry -? ry �. -'L x,11 h) xry1 j +� 27.F3$ y? 28.03 �. x1`5' 28.1 � w 27.2. x26.8 l x26.7. x26.6 x2%:7 x27 -3 L x2/.1 L x j ` xry x xR 7 b' ry 11- I' I, yl Fi x,V x 27.5 x 28.4 f `-- x U xry N I !Ii 1 . / ROADWAY BASE IM TS OF -- �. , x T 8 i L4�],111 x27:6 .e,y � .:1 1' . is . .1 . . / r 26:/ _. i MATERIAL ASPHAL ( PAVEMENT `V t -._.. x26.6. _._ __. -- -.._.. x26.1 _ .:. 26.1_ - •... x'26.3 -._. x• ry ry I ,., . *6 _ r.- I � X27.fi l x_ � _x. / I s 1 _ - �23" l 26 -31 _, 1 ._,.- -- -_- ,__--_..26.5-.,.. _ ° - ._».--- - - --- -- - ( 27.53 -, I I -, 'o / / _Q 26.86 26.9 26.8- ..- - --- 27.1, -- 27,;._ e--_ - -- '27.77 -:7=z = .._._-_m"2 .86.__ x2a:0T- 2 1I t1! t.., ,I x 27.9 26.94 ; 27.6$. _ "� --_ _�_ $ f I q; . T A I ` $ �12' - �A 4 i 41 l` T 6 (00' 13'• - - .x26.7 x26.9 `�� x`17.3 xZ7.p. 2/. .11,10 "® Al2 13 /g A74° A9,. 7-I f" _. `t 1 t -1. "` -! - 3 I _.. I 32 "lg I 1 - .. / C��// x27.3 A13" ; [ �I ,�, �(� •I x . . �\ I ry x . . DRAINAGE MANHOL �\ a 10 I 1 + r I I I i RIM ELEV =26.68 []0 15 ❑ p" ! ! I I, 1 ' o x x SAN �� D SAN U 1 7" 0 2' MIAMI 12, 1 `; _ i D . l .. t. 1 \ 29,6. x 27.9 x 27,5 f+<26.1 % x 26.4 x 26,9 2$.7. 27.7 ❑ 27" 1; i W - 27,8 ?� I i d- i\ x x 28,1 x ( Itl '.j a 'I �_ E I I % 1 2678 ' °: '`-. DRAINAGE MANHOLE(CONFLICT) A15" CURD. I1 1 _._I ' 'R,`- W _ �� A 13" P I I. I / j 26,D1 RIn1 ELEV. =28.06 I I 'I I I i, a I � 26.79 i N.W. INVERT 24" R.CP.= 22.51 f I I i i L,1 0 4 TOP OF 8" P.V.C.= 25.$0 .6' CHAIN �E ii'. g l 1 1 3 w Ld 4 T �' 8.5' `� i / DRAINAGE ELL MANHOLE I 1 RIM ELEV. =26.27 $ P.V.C. LINE PASSES THROUGH MANHOLE, aY; I # I _ u In - A SITE INSPECTION DID NOT REVEAL' - 25.89 � - - - I) I I t �' I- - - - - _ ^ -s I ANY ABOVE GROUND EVIDENCE OF t� NOT TO DETAIL I �•,, THE LOCATIONS OF SANITARY x i 26,02 PRESU6IED TO DE SANITARY.) _____-_ n_,„•- ____---_- °-- -_,..___.____ LINK FENCE - I ' .i I H- ` r T ry STRUCTURES NORTH. OF THE /: ,( 1.6.79 -� -_- $• t + 1 I L,-- CONFLICT MANHOLE. SHOWN BELOW r 26 -01 -27.9 - _.. - - - SANITARY MANHOLE j COPICRETEU I Iq I i 'i L, O 26.80 x26;3 x2 "7,5 x x28.3 . x'1 %.3 ,27.7 27 5 - 'ID WALK I l ,w 29.5 .x28.4 x' /.2.. -26.3 - - X28.0' x28.8 2$ -1 . x27,8 - EL 8. 5 - t O -�I I - x27.9 - - Lj 1-� x27.$ -x27.4 - lU" CLAY INV.. ELEV.-18.03' (N) ,t _'g "1 l 1 w.. - x x . o 20 "© I l� - - I - 1 -TOP OF GRATE 6' CLAY INV. ELEV. =24 99' (W7 (UPPER) - 9" i I I _ I ,- - . DRAINAGE - MANHOLE �. 6 i�, . Z (CONFLICT STRUCTURE,` X - ., - ELEV.- 27.10 �YIOV- CLAYYINV ELEV.WI7.93w(5) ., ;• I a 1.•..- Z . C D 12" D,I•P. PASSES HROU H "STUCTURE N_S x2$.2 $° i I (!) w RIM ELEV. = 30. 71' lC x2$.9 x29.0 x28.2 x28 x2 7. 1 4 w .. I ,r DRAINAGE JUNCTION BOX - - .. _ { ! _ W t- ,y S,W -•INV, {36 "�2CP)` 21.59' I ., 1$ i I w S No+'. N.E. INV. 36 "' R P = 21.75' o MANHOLE RIM ELEV. _ 31.32' I I TOP OF,12" p�..P.) - 22.91' p (A) NORT }( INY:.(24" RCP} = 23.26` ! x x2$.2 x2$,4 x18.4 .. - + l - ~. o � TOP OF GRATE ELEV -= 27 -8$' V = 27,7-/' - ,' 15" - -,t _ I x298 x t3: x26.6 -26.4 x27.3 28.0 - I x o (8) NORTH INV. (24" CMP) = 24,45'± I 1' i f 4 x27.6 - - - {C }. N.E. INV_ (36" RCP) _ 27:59'k TUW OF GRATE 1 "TOP 4F GRATE 74P UF- GRATE • Q .p8" i I I ,---TOP OF GRATE fOP OF GRATE TOP OF GRATE ELE • . _ ELEV --- 28.21 '1� I / ELEV.= 2' ' /" I I (D) SOUTH INV. (36" -RCP) = 21.64`# 12" I z `. DRAINAGE' MANHOLE (SANITARY LID) ELEV.= 2- 7.90' ELEV. = 28.'L`v ELEV,= 27.89' I (DEAD) 10" U[�p10" UNDERGROUND WATER i I i I - CONFLICT STRUCTURE o (E) SOUTH INV. (24" RCP) 23.34' 1912" �. ( } MARKER QI l ! 'Q I 12" D.I,P. PASSES THROUGH STUCTURE N -S. - - SANITARY MANHOLE -- 4 "'�- --- _._._ -- - [I - -- --.- -- .Fl 9,. - .•7° I• ! n n % RIM ELEV. 30.69' RIM ELEV. =29.95 Z -_-.- Cr �_- '--`-- -�_ x28.1 x27.9 28,1 x28.5 x28. x26.4 � �I 1 � Q =1 I SEE DETAIL A F(N) $° Y,c:P: (PLUG) INV. ELEV. =. 21.44' x28,5 2 . x2$.8 -28.$ x28.8 x28.6 29.0 .. I S.W. INV. (36" RCP} = 21.63' u .(SANITARY LID)DRAINAGE MANHOLE . -•- ry I .(E) 8' V.C..P. INV. ELEV. =. 20.84' ,7.$.9 x28.5 - - ,28.6 SANITARY MANHOLE 285. Ld r,8'> I . i' 1 '`I. r' : N.E, INV. (36" RCP) =,22.01- THIS SANITARY SEWER LINE IS CURRENTLY - I I RIM' ELEV. -31.26 (w).8" V.C.P. INV, ELEV.- 20,92' - - - RIM ELEV. =28,92 '1 I I tt '� 70P OF (12° Q.LP.) = 22.8$' CONVEYING FLUID, HOWEVER, SAID FLUIDS DID NOT - ; I 1 1 o SOUTH INV, (36° RCP }, _ 2252` I x30.8 x2$.7 x.28.5 x28.8. -.29,D SANITARY MANHOLE SANITARY STRUCTURE G" C.P.P. INV. ELEV.= 26,72' (W) - �� I I '� - v N.E., INV. (36" RCP) = 21.62' x28:1 x28.1 -28.2 -28.5 x28.4. APPEAR TO BE RAW SEWAGE (IT IS POSSIBLE THAT RIM ELEV. =29.56 (NO TOP OR RIM) I I 1 ` ! GROUNDWATER INFILTRATION MAY DE THE SOURCE (CORRUGATED PLASTIC PIPE) I 1 r _d NORTH INV- (24 RCP) '= 23,68' I _ - - °;:. _ .. (E)' "T 4" V: G.P. INY.'ELEV.= '19.38'. - TOP ELEV.= 28.7± _ 6" CLAY INV, ELEV.=26.59' (E) •' 'I$" 1 l 1 , - OF THE FLUIDS OBSERVED). IT IS UNCLEAR AT THIS (W) g V,C.P, INV. ELEV,= '19.45 (N) 8 V.G.W. (PLUG) INV. ELEV.= 20,6 t a SANITARY STRUCTURE - I DRAINAGE' MANHOLE(SANITARY LID) [[ME WHETHER OR :NOT THIS LINE IS PART OF AN -- - 1 I w - - } ACTIVE SANITARY SEWER SYSTEM. (E) 10" V.C.P. INV. ELEV.= 18.6'± : :.I . " I r` .. (NO TOP- OR RIM) .. � .. RIM ELEV: =31.88 - . - - _ . SAN , - _z -SAN SAN (W) 10" V.C.F. INV, ELEV,= 18.6'± - 6. • RIM SANITARY ELEV MAN28 97 . n°" TOP ELEV.= 31,6 ±" -- -• �" i WEST (15" CMP) INV. = 25.7T � -.SAN _ 9 'h 1 - -SAN _._. �- 032" - ;� N 8" V,C.P. INV- ELEV.= 22,$' O'- Oo' O- SOUTH, (15" CMP) INV. - = 29.18' q, _ 0 - - "0 - ---SAN SAN. SAN .'1.) i (N) 10" V.C.P. INV, ELEV,= 17,82` (E)..8" V.C.P. INV., ELEV.= 22.7'± . SEE .DETAIL sCn y, . �1- ryg y0' - 29.5 0'• L� ,ryO' l (S) 12" V.C.R. INV. ELEV.= 17.72' . - ST. r1°j' -29.8 - EE QE28.8 . - x x$' 29.8. .. ,�' x29.3 x -29.0' - -28.3 18.4 -28.5 x2$,6 4 x28,3 x28.7 '. ".:1 I (W) 10" V.C.P. INV. ELEV.= 17 -75' 29.5 x x'28.9 x 26.6 xx' N ( , x31.7 x31.6 x30,8 x30,7 x29.7 x28.8 r�1 x29.3 y 9x � x x . ,28,6 a 8 ! I . a - 3 .2 0 29„ -.30-6---_____ . . .___ _. _x34- . 6' CHAIN LINK FENCE ry 21" ryti' ryp' 0' ax 2 q �0 x,1°.' x28 7" 1 1 3'2.2 x 32.0 x 32.0 ----'---- _ - 1 b' -� t _ �___ y, _ _- - 10' „ )4 y F 28.4 x I .. x.29.2 7 t.1 x 2$.'1 -28,6 28 I - c - 32.6 x - .- ORAINAOE MANHOLE (SANITARY LID) .- :. - - - ' . - - 36" x'28.2 $EE DETAIL '�D' - 1 \ - -52.7 . - 32.5 6' GRAIN LINK FENCE x 30.$ - ; „ " 4 ( } ELECTRIC x x 30.6 x 3D.4 1L" x30.0 x °-° --- -_-.--- -- a 6 T $ l 1 30.a Vm.6 x29.D x29.1® 8 „_-X Q 5 10 5 ..._ 4„ 6,.5 „4 „4.. I Y 33.3 - 33.1 . x x^32.3 - r , „ r 29.9 x 29.7 x 29.6 � -1a.D x28 -5 x28.5 . . x28.5 4 ",Q1x28.3 L0T x I� 9 RIM ELEV, -31.80 ff (RAMSFORMER LYT � x 32.0 S.E. INV. (36" CMP) = 28.20' I N 89 3 34 W 1 3,75.67 (M) x'28.6 x' x'28.9 �/1® 1�i�A AVENUE r1 33.3 ."31.8 SOUTH INV, (6'• PVC) 27:20' �a OVERHEAD 0 - -- SANITARY MANHOLE 6 WOOD L9D x29.2 x.29.0 e � i :�y1 Y11N�i1V1/"1 . O! LO - - - ) = 24.6$ - - - SANITARY MANHOr_E� - TFIE SOUT-I LINE OF THE NE 1 4 OF j FENCE 6' WOAD FENCE - 6' CHAIN FENCE SANITARY MANHOLE. - - EAST INV. (J5 CMP ELECTRIC RIM ELEV. -31.29 -- ---�`� I 1...37 x 4 "P.V.C. RIh1 ELEV. -29,88 0 - 31.81,5 WEST .INV. (42" -RCP) = .21.45' - -RIh1 ELEV.= 31.;54 x31.1 ,31'2 - / r 012" - R`I i i -`YN� d'Q 33.1 x ._ 21,45' THE N� 1 4 .OF SECTION 1 % 30.7 SANITARY MANHOLE 1 .i:3 I 1 !;I NORTH INV. (36" RCP) - / 4 o . . 31.5 x31 -1 x31 0 6 R 29.48 , 30. 7x:, x 31.2 ^„ 3{) 4.12 O 31.>?51.1 x 31.1 x 31,2 x 31.3 5p .0 LLi - 32 -3. `. 31:6 - x31.2 x31,a x31,1 x31.1 x31;4 x ❑ x28.1 t it i E T m IM ELEV,_ ©26" 24" 1, i I � 2 . M Ld 30,5 x 30.4 x 29.4 i I z x 27.8 x28 1 t _, , p C_ I Q. . - - RECREATIONAL VEHICLE /// 2. . a Tit) Cg w OWNERSHIP UNDETERMINED SEWAGE PUMP OUT STATION) ,30.2 ,29,9 -29.:3 x29.2 x29.1 x29.1 x29.7 x• x $ 3 I I 1 I. . x29,4 18.'7.. x2$.5 � ! ! ' i f Q (PROPERTY APPRAISER'S WEBSITE DOES NOT CONTAIN A . Q. __j I C U z . . ate. COMPLETE: RECORD FOR . THIS PROPERTIES .OWNERSHIP HISTORY.} LAURA N. CONNELLY, AS TRUSTEE: OF THE LAURA NALL CONNOLY. REVOCABLE TRUST _.� _ 0 o. x. - 8, - �,._ --._ ---- ,.,__,,- - ---p FOLIO #00000 -1 40 -01 1 0 _ e_ ___ -r �,o �- , -- i� (O.R. BOOK 15350, PAGE 947) z - - am _ FOUND 5/8" IRON ROD 0 I. r 0.3' , I 1.'L' (2.2'N 4.4'W) I 1} � _,.I. . FOUND -1 /2" IRON ROL) "2.8,540$" 6' CHAIN LINK FENCE - 'I� tw I o _!. Q Q I __ -0.5'- Q`� E I FOUND 4.. "xM1" ! v W ,,� f n - 1 0.6' x- END OF 61 - CHAIN LINK FENCE - . CONCRETE MONUMENT D.6' t o 0 i 0.4' 0.3' I w C LL BOUNDARY LINE BOUNDAR��Y UN; U 5/$" IRON ROD 2.1' a L1 J . -• _ I BOUNDARY LIN� � E d FOUND 1 /2" IRON ROD "L.B.1834" i ) FO Np I p 6' CHAIN LINK FENCE 1.9' ! O 1 0 5 I . 1 I'- 4.5' - (ON BOUNDARY LINE) , V U.6` --- x .1 0.2• 6' CHAIN LINK FENCE 1 i I o I - 1 6' CHAIN LINK FENCE -- I 2.T 6' WOOD FENCE 11.6 1 % . . 1 I o . ( l ) \ 5.1 ) iu d J�QT TOLSCALE DETAIL .,,E, DETAIL "p ^ -- i. -� . NOT TO SCALE . NOT TO SCALE . m . .a . 1n _ . -___ .. _ - D Cs REF COMPUTED 'BY: __. - ::. _ _...... , __ _._ _ DMD CLIENT. DATE: TITLE: WILSONMILLER PROJECT NUMBER: � - _ : � FIELD, BOOK & -PAGE: BAY CARE HEAL I�H YSTEM, INC. os 1 � ��a BAY CARE H LTH Y 1' M, INC* 21 5610381 . .. - HORIZONTAL �SyCALE: ��.^/� jp� TASK: (� CROSS REFERENCE: . _ �, 1 t, -50' . i f I f \T 200 oar %o- QOO -oar N .. . E HEAD UA TER . . . New Directions In Planning; Design & Engineering: Since 1956. VERTICAL SCALE: . INDEX NUMB . 1 UPDATED BOUNDARY SURVEY AND TREE LOCATION ,DATA, SAMPLED SUPPLEMENTED GROUND SPOT. ELEVATIONS AND UPDAT D.V RIFT 0T T N A BOUNDARY AND TOPOGMPHIC SURVEY : / E / E D ACCESSIBLE, AND STORM. STRULfURES 04/05/.11 DMD/89522. 17�2�5 1gE CREW CHIEF::. ,J� .. 2205NORTN2 HS STREET . SSV- 21561038��SUOUWG R I - - 800.643:1336 .813. 223.9500 . F813.223,0009 PROJECT DATABASE(s) - Cn ht SHEET='NUMBER: I QREV NO., EV SION DESCRIPTION PY09 REV. DATE DkAY1N BY / EM?. N0. SEC- TWP -RGE DRAWN BY: DMD WilsonMiller,Inc. r CeriificaleotAulhorua0crl#A3 . FLLic. #LGC000170 . wNW.WllsonMlller.COm Wi1sOnMlller IfIC. 2D09 v , - V;\ 2156 \gctTVS\ 215610381 \survey \survey_dbuse \cad .215614381_boy- ccire- carp -hq of 2