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06/21/2011Present: Absent: Also Present: COMMUNITY DEVELOPMENT BOARD MEETING MINUTES CITY OF CLEARWATER June 21, 2011 Thomas Coates Doreen DiPolito Frank L. Dame Richard Adelson Brian A. Barker Kurt B. Hinrichs Norma R. Carlough Nicholas C. Fritsch Gina Grimes Leslie Dougall-Sides Michael Delk Robert Tefft Patricia O. Sullivan Vice-Chair Board Member Board Member Board Member Board Member Board Member Acting Board Member Chair Attorney for the Board Assistant City Attorney Planning & Development Director Development Review Manager Board Reporter The Vice-Chair called the meeting to order at 1:00 p.m. at City Hall, followed by the Invocation and Pledge of Allegiance. To provide continuity for research, items are in agenda order although not necessarily discussed in that order. C. APPROVAL OF MINUTES OF PREVIOUS MEETING: May 17, 2011 Member Hinrichs moved to approve the minutes of the regular Community Development Board meeting of May 17, 2011, as recorded and submitted in written summation to each board member. The motion was duly seconded and carried unanimously. D— CONSENT AGENDA: Followinq cases are not contested by applicant, staff, neiqhborinq property owners, etc. and will be approved by a sinqle vote at the beqinninq of the meetinq: (Items 1— 3) 1. Case: FLD2011-03014 — 2241 Nursery Road Level Two Application Owner: Tagaras, loannis V, Revocable Living Trust Applicant: Samira Karie, (2699 Seville Boulevard, Clearwater, FL 33764; phone: 727-410- 2198; email: samira2304@hotmail.com) Location: 0.32 acre located along the south side of Nursery Road approximately 307 feet east of the Belcher Road (CR-501) and Nursery Road (CR-474) intersection. Atlas Page: 317A Zoning: Commercial (C) District Request: Flexible Development approval for a 2,100 square-foot restaurant in an existing 2,728 square-foot building in the Commercial (C) District with a lot area of 14,100 square-feet, a lot width of 141 feet (along Nursery Road), front (north) setbacks of 7 feet (to pavement) and 24.7 feet (to building), side (east) setback of 10 feet (to building), rear (south) setbacks of zero feet (to pavement) and 19 feet (to building), side (west) setbacks of zero feet (to pavement) and 66 feet (to building), a building height of 24 feet (to midpoint of pitched roo�, and 15 off-street parking spaces as a Community Development 2011-06-21 Comprehensive Infill Redevelopment Project under the provisions of Community Development Code Section 2-704.C. Proposed Use: Restaurant Neighborhood Associations: Morningside Meadows, Imperial Park, and Clearwater Neighborhoods Coalition Presenter: Kevin W. Nurnberger, Planner III See Agenda for Staff Report. Member Barker declared a conflict of interest. Member Dame moved to approve Case FLD2011-03014 on today's Consent Agenda based on evidence in the record, including the application and the Staff Report, and hereby adopt the Findings of Fact and Conclusions of Law stated in the Staff Report, with conditions of approval as listed. The motion was duly seconded. Members DiPolito, Dame, Adelson, Hinrichs, Vice-Chair Coates, and Acting Member Carlough voted "Aye'; Member Barker abstained. Motion carried. 2. Case: FLD2011-04015 — 2680 Gulf-to-Bay Boulevard Level Two Application Owner/Applicant: Clant, Inc./OSI Restaurant Partners, LLC. Agent: David Fuxan, Fuxan Engineering, Inc. (15018 Maurine Cove Lane, Odessa, FL 33556 phone: 813-792-7949; fax: 813-792-7507; email: dfuxan fuxanen .q com) Location: 1.81 acres located at the northwest corner of Gulf-to-Bay and Park boulevards. Atlas Page: 291A Zoning: Commercial (C) District. Request: Flexible Development approval to permit a 7,007 square-foot restaurant in an existing building in the Commercial (C) District with a lot area of 78,985 feet, a lot width of 286 feet (along Gulf-to-Bay Boulevard and 262 feet (along Park Place Blvd.), a building height of 26 feet (to top of flat roof), a front (south) setback of 7.3 feet (to existing pavement) and 83 feet (to existing building), a front (east) setback of 10 feet (to existing pavement) and 150 feet (to existing building), a side (west) setback of 5 feet (to existing pavement) and 36 feet (to existing building), a side (north) setback of 4.5 feet (to existing pavement) and 82 feet (to existing building), and 109 parking spaces as a Comprehensive Infill Redevelopment Project under the provisions of Community Development Code Section 2-704.C. as well as a reduction to the perimeter landscape buffer along Gulf-to-Bay Boulevard from 15 feet to 7.3 feet and a reduction to the side (north) perimeter landscape buffer from five feet to 4.5 feet as a Comprehensive Landscape Program under the provisions of Community Development Code Section 3-1202.G. Proposed Use: Restaurant (Carrabba's Italian Grill) Neighborhood Association: Clearwater Neighborhoods Coalition Presenter: A. Scott Kurleman, Planner III See Agenda for Staff Report. See page 3 for motion to approve. 3. Case: FLD2011-03013 — 1411 N. Ft. Harrison Avenue Owner/Applicant: The Community Learning Center, Inc. Agent: Dana Hanson (1611 N. Ft. Harrison Ave., Clearwater, 8046; fax: 727-441-2721; email: msdanahanson(a�qmail.com) Level Two Application FL 33755; phone: 727-793- Community Development 2011-06-21 2 Location: 1.06 acres located between Ft. Harrison Avenue and Garden Avenue approximately 50 feet south of Marshall Street. Atlas Page: 268B Zoning: Commercial (C) District Request: Flexible Development approval to permit a Social/Public Service Agency in the Commercial (C) District with a lot area of 46,574 square-feet, a lot width of 226 feet (along N Ft. Harrison Avenue) and 116 feet (along Garden Avenue), a building height of 27 feet, a front (west) setback of 36.6 feet (to existing building) and 5.15 feet (to existing pavement), a front (east) setback of 119.3 feet (to existing building) and 2.8 feet (to existing pavement), a side (north A) setback of 102 feet (to existing building) and 3.5 feet (to existing pavement), a side (north B) setback of 3.2 feet (to existing pavement), a side (south) setback of 34.9 feet (to existing building) and 2 feet (to existing pavement), a rear (east) setback of 54 feet (to existing building) and 6 feet (to existing pavement), and 35 parking spaces as a Comprehensive Infill Redevelopment Project, under the provisions of Community Development Code Section 2-704.C.,as well as a reduction to the perimeter landscape buffer along N. Ft. Harrison Avenue from 15 feet to 5.15 feet, a reduction to the perimeter landscape buffer along Garden Avenue from 10 feet to 2.8 feet, a reduction to the perimeter landscape buffer along the side (south) from 5 feet to 2 feet, a reduction to the perimeter landscape buffer along the side (north A) from 5 feet to 3.5 feet, and reductions to the foundation landscape requirement on the front (west) farade from 5 feet to 2 feet and the front (east) farade from 5 feet to zero feet as part of a Comprehensive Landscape Program under the provisions of Community Development Code Section 3-1202.G. Proposed Use: Social/Public Service Agency Neighborhood Association: Clearwater Neighborhoods Coalition Presenter: A. Scott Kurleman, Planner III See Agenda for Staff Report. Member Dame moved to approve Cases FLD2011-04015 and FLD2011-03013 on today's Consent Agenda based on evidence in the record, including the applications and the Staff Reports, and hereby adopt the Findings of Fact and Conclusions of Law stated in the Staff Reports, with conditions of approval as listed. The motion was duly seconded and carried unanimously. E- CONSIDERATION OF APPEAL: (Item 1) 1. Case: APP2011-00004 Appellant: Ashley Furniture Agent: Todd Pressman (P.O. Box 6015, Palm Harbor, FL 34677; phone: 727-804-1760; fax: 1-888-977-1179). Request: An appeal of an administrative interpretation of Section 3-1806.B.1.h., Community Development Code, with regard to from where the 14-foot measurement of a freestanding sign at an elevated intersection is to be measured. Neighborhood Associations: Clearwater Neighborhoods Coalition Presenter: Ellen Crandall, Planner II See Agenda for Staff Report. Member DiPolito moved to accept Ellen Crandall as an expert witness in the fields of zoning, site plan analysis, planning in general, and the landscape ordinance. The motion was duly seconded and carried unanimously. Community Development 2011-06-21 3 � �- : _ Planner II Ellen Crandall reviewed the staff report. Code permits signs to be 14 feet talier than the crown of the road. Todd Pressman, representative for Ashley Fumiture, said businesses and buildings near US 19 overpasses have diminishing values. He said this business will depend on drivers seeing the freestanding sign from the US 19 overpass. He said while businesses in the City can have signs with 14 feet of visibility, staff did not consider the 3-foot barriers when they based the sign's allowable height on the road. He said FDOT (Florida Department of Transportation) construction plans indicate these barriers are an integral part of the roadway. He said the City measures structures and signs differently. He said the applicant requested one 43-foot sign, which is 14 feet higher than the road's three-foot barriers. Dave Freeman, developer of the site, said the additional height is necessary for the FedEx portion of the sign to be visible from US 19. Discussion ensued with concem expressed there was no information comparing sign heights at other overpasses. It was suggested that the measurement for the sign be based on the highest crown of the overpass rather than just the portion in front of businesses. Ms. Crandall said the Code requires use of dictionary definitions for undefined words; the Cambridge dictionary defines roadway "the part of the road on which vehicles drive." Mr. Delk reviewed Code requirements for the Board to grant an appeal, overturn or modify the decision being appealed: Board shall find that based on substantial competent evidence presented by the applicant or other party that every one of these criteria is met: 1) appealed decision was misconstrued or incorrectly interpreted Code provisions; and 2) Board's decision will be in harmony with general intent and purpose of Code; and 3) Board decision will not be detrimental to the public health, safety and general welfare. He said the provision is clear that the height of signs is based on a roadway's height adjacent to the property. He suggested the Code may need to be amended to provide relief to businesses near a growing number of overpasses. He said staff will work with Mr. Pressman. Member Dame moved to deny the appeal, Case APP2011-00004, and a�rm the Staff's development order denying the application based on the evidence and testimony presented in the application, the Staff Report and at today's hearing, and hereby adopt the Staff's Findings of Fact and Conclusions of Law stated in the Staff Report. The motion was duly seconded. Members Dame, Adelson, Barker, Hinrichs, Vice-Chair Coates, and Acting Member Carlough voted "Aye'; Member DiPolito voted "Nay." Motion carried. F. ADJOURN The meeting adjourned at 1:51 p.m. Community Development 2011-06-21 / , � %� = l �':: �G<'�'i� ►�_ . . . . �- - .. - :.. . ,: 4 «:s c.� w. aw. FORM 8B MEM�RANDUM OF VOTING CONFLICT FOR COUNTY, MUNICIPAL, AND �THER L�CAL PUBLIC OFFICERS_ LAST NAME�-FIRST NAME--AAIDDLB NAME ,�ker, Brian MAILING ADORESS '�8�5 East Bay Drive, Suite 211 �arwater, FL ON WHICti VOTE OCCURRED COUNTY Pinellas J �' NAME OF BOARD, COUtJC1L, COMMISSION, AUTHORITY, OR COMMITTEE Clearwater Community Development Board THE BOARD, COUNCIL, COMMISSION, AUTHORiTY OR COMMITTEE ON VNi1CH 1 SERVE IS A UNIT OF: c� cirr o couNrr. NAME OF POLRICAL SUBDIVfSION: Clearwater MY POSITION !S: WHO MUST FILE FORM 8B Q EIECTNE O OTHER IOCAL f� APPOINTIVE l'his form is for use by any person serving at the county, city, or other local level of government on an appointed or elected board, council, commission, authority, or comrrtittee. It applies equally to members of advisory and nan-advisory bodi�s who are presented with a voting conflict of interesf under Section 112.3143, Florida Statutes. Your resportsibilities under the law when faced with voting on e measure in which you have a cflnflict of interest will vary greaUy depending on whether you hoid an electfve or appointive posfti�n. For this reason, please pay close attention to the instructions on this form before completing the reverse side and filing the form. INSTRUCTIONS FOR COMPLlANCE WITH SECTION 112.3143, FLORIDA STATUTES A person holding elective or appoinfive county, municipal, or other local public offioe MUSl' ABSTAIPf from voting on a measure which inures to his or her spaaal private gaiR or loss. Eacii etected or appointed locai of8cer aiso is prohibited from fcnowingly voting on a mea- sure which inures to the special gain ar loss of a principal (other than a govemment agency) by whom he or she is retainad (including the parent or+�anization or subsidiary of a corporate principal by which he or she is retained); to the spedal private gain or loss of a relative; or to the speaal prNate gain or loss of a business associate. Commissioners of cornmunity redevelopment agenaes under Sec. 163.356 or 163.357, F.S., a�d oificers of independent special tax districts elected on a one-acre, one-vote basis are npt prohibitad from voting in that capacity. For purposes of this law, a"r�elaGve" indudes only the officer's father, mother, son, daughter, husband, wife, brother, sister, father-in-law, mother-in-law, son-in-law, and daughter-i�-law. A°business assoaate" means any person or entfty engaged in or carrying on a business enterprise with the of8cer as a partner, joint venturer, coowner of property, or oorporate shareholder (whero the shares of the corporation are not listed on any national or regional stock exchange). ELECTED OFFICERS: In addition to abstaining from voting in the situations described above, you m.ust disclose the conflid: PR10R TO THE VOTE BEING TAKEN by pub(icly staUng to the assembly the nature of your interest in the measure on which you are abstainins from voting; and .� ' � WITHIN 15 DAYS AFTER TNE VOTE OCCURS by completing and filing this form wfth the person responsible for recording the min- utes of the meeting, who should incorporate the iomn in the minutes. � APP�INTED OFFICERS: Atthough you must abstain from voting in the situabons described above, you otherwise may participate in these matters. However, you must disdose the nature of the conflict before making any attempt to influence the deasion, whether orally or in writing and whether made by you or at your direction. IF YOU INTENb 70 MAKE ANY ATTEMPT TO INFLUENCE THE DECISION PRIOR TO THE MEETING AT WHICH THE VOTE WILL BE TAKEN: • You must complete and file this form (before making any attempt to influence the decision) with the person responsible for recording the minutes of the meeting, who will incorporate the form in the minutes. (Continued on other side) � CE FORM SB - EFF. 12000 PAGE 1 uu .�....�.:�.. � a � APPOINTED OFFICERS (continued) • A copy of the form must be provided immediately to the other members of the ayency. • The fonr► must be read publicly at the next meeting after the form is filed. IF YOU MAKE NO ATTEMPT TO INFLUENCE THE DECISION EXCEPT BY DISCUSSfON AT THE MEETING: • You must disclose orally the nature of your oonflict in the measure before participating. • You must cvmplete the form and file it within 15 days after the vote occurs with the pesson responsible br recording the minutes of the meeting, who must incorporate tha form in the minutes. A copy of the form must be provided immediately to the other members of the agency, and the form must be read publicly at ths next meeting after the form is filed. �� Brian Barker DISCLOSURE OF LOCAL. OFFICER'S INTEREST hereby disclose that on June 21 20 11 • (a) A measure came or will come before my agency which (chedc one) _ inured to my special private gain or loss; � inured to the special gain or loss. of my business associate, � _ inured to the special gain or loss of my relative, m=��wnt�Ped to the speaal gain or loss of FLD2011-03014-2241 Nursery Road, ��r��,saN;(�t, Ka�-; e. by whom I am retained; or r," inured to the special gain or loss of , which is the parent organization or subsidiary of a principal which has ratained me. (b) The measure before my agency and the naiure of my conflicting interest in the measure is as follows: F�-� a:o ��- 0 3o r�- ,�� F� b�- ��-�'� , . �Q,.. �.e. s�t-a,�.��a.wt . 1�-�•� �-�-� `� �~� �^'`'`� e �C �- o c . V � � � � � � ��.�,�. �.�e,.�e_ .�.�, �-�.�- -�.� . �-�.�-1� Date Filed Signature Brian Bar er NOTICE: UNDER PROVISf�NS OF FLORIDA STATUTES §112.317, A FAILURE TO MAKE ANY.REQUIRED DISCLOSURE CONSTITUTE$ GROUNDS FOR AND MAY BE PUNISHED BY ONE OR MORE OF THE FOLLOWING: iMPEACHMENT, REMOVAL OR St1SPENSION FROM OFFICE OR EMPLOYMENT, DEM071QN, REDl1CT10N IN 3ALARY, REPRfM�ND, OR A CIVIL PENAITY NOT TO EXCEED $10,000. CE FORM 8B - EFF. 1l2000 PAGE 2 � ,+} 4� LL � � . . �� H U Interdepartmental Correspondence Sheet TO: Community Development Board Members FROM: Robert Tefft, Development Review Manager COPIES: Leslie Dougall-Sides, Assistant City Attorney; Susan Chase, City Clerk Specialist; Sue Diana, Assistant City Clerk; /Pat Sullivan, Board Reporter SUBJECT: Agenda Items for June 21, 2011 DATE: June 14, 2011 CDB packets being distributed on contain the following items: ' Agenda ' Site investigation form Unapproved minutes of previous meeting Level Two Applications (Item 1-3) 1. Case:��LD2011-04015 — 2680 Gulf to Bay Blvd � Yes No 2. Case: FLD2011 — 03014 — 2241 Nursery Road Yes No 3. Cas . FLD2011-03013— 1411 N. Ft. Harrison Avenue Yes No S:IPlanningDepartmentlCDBlAgend�sDRC&CDBICDBI2011106June201111 CoverMEM01010.doc °�',I � � - �`` CONSIDERATION OF APPEAL (Item 1): 1. Case: APP2011-00004 Appellant: Ashley Furniture PRINT NAME S:IPlanningDepartmentlCDBlAgendasDRC&CDBICDBI2011106June201111 CoverMEM01010.doc � � O � � �J�� U Interdepartmental Correspondence Sheet TO: Community Development Board Members FROM: Robert Tefft, Development Review Manager COPIES: Leslie Dougall-Sides, Assistant City Attorney; Susan Chase, City Clerk Specialist; Sue Diana, Assistant City Clerk; /Pat Sullivan, Board Reporter SUBJECT: Agenda Items for June 21, 2011 DATE: June 14, 2011 CDB packets being distributed on contain the following items: Agenda Site investigation form Unapproved minutes of previous meeting Level Two Applications (Item 1-3) 1. Case: FLD2011-04015 — 2680 Gulf to Bay Blvd Yes No 2. Case: FLD2011 — 03014 — 2241 Nursery Road Yes No � 3. Case: FLD2011-03013-1411 N. Ft. Harrison Avenue Yes No S.•IPlanningDepartmentiCDBlAgendasDRC&CDBICDBI2011106June201111 CoverMEMO2010.doc � CONSIDERATION OF APPEAL (Item 1): 1. Case: APP2011-00004 Appellant: Ashley Furniture Signature: I � N 1►`Y 1�►`I Date: °�� i S.• IPlanning Departmentl C D BlAgendas DRC & CDB I CDB I2011106 June 201111 Cover MEMO 2010. doc � � O � ��J�� U Interdepartmental Correspondence Sheet TO: Community Development Board Members FROM: Robert Tefft, Development Review Manager COPIES: Leslie Dougall-Sides, Assistant City Attorney; Susan Chase, City Clerk Specialist; Sue Diana, Assistant City Clerk; /Pat Sullivan, Board Reporter SUBJECT: Agenda Items for June 21, 2011 DATE: June 14, 2011 CDB packets being distributed on contain the following items: Agenda Site investigation form Unapproved minutes of previous meeting Level Two Applications (Item 1-3) Case: FLD2411-04015 — 2680 Gulf to Bay Blvd Yes No 2. Case: FLD2011 — 03014 — 2241 Nursery Road Yes � No 3. Case: FLD2011-03013-1411 N. Ft. Harrison Avenue Yes No S:IPlanningDepartmentlCDBlAgendasDRC&CDBICDBI2011106June201111 CoverMEMO2010.doc � CONSIDERATION OF APPEAL Qtem 1): 1. Case: APP20 1 1-00004 Appellant: Ashley Furniture Signature: Yes AME No � Date• 2 � S.•IPlanningDepartmentlCDBlAgendasDRC&CDBICDBI2011106June201111 CoverMEM020lO.doc � T♦ LL Q } � ��i�� F- V Interdepartmental Correspondence Sheet TO: Community Development Board Members FROM: Robert Tefft, Development Review Manager COPIES: Leslie Dougall-Sides, Assistant City Attorney; Susan Chase, City Clerk Specialist; Sue Diana, Assistant City Clerk; /Pat Sullivan, Board Reporter SUBJECT: Agenda Items for June 21, 2011 DATE: June 14, 2011 CDB packets being distributed on contain the following items: Agenda Site investigation form Unapproved minutes of previous meeting Level Two Applications (Item 1-3) 1. Case: FLD2011-04015 — 2680 Gulf to Bay Blvd Yes No 2. Case: FLD2011 — 03014 — 2241 Nursery Road Yes � No 3. Case: FLD2011-03013-1411 N. Ft. Harrison Avenue C/ Yes No ___ S: IPlanning DepartmentlC D BlAgendas DRC & CDBICDBI2011106 June 201111 Cover MEMO 2010.doc � -r-,. CONSIDERATION OF APPEAL (Item 1 : 1. Case: APP2011-00004 Appellant: Ashley Furniture . : . � �'►__✓"il%�L , . � -�a� c �,c�.� c � 5 PRINT NAME S:IPlnnningDepartmentlCDBlAgendasDRC&CDBICDBI2011106June201111 CoverMEMO2010.doc �7 TO: FROM: COPIES: . � . , Community Development Board Members O � . �ar��a �r � � Interdepartmental Correspondence Sheet Robert Tefft, Development Review Manager Leslie Dougall-Sides, Assistant City Attorney; Susan Chase, City Clerk Specialist; Sue Diana, Assistant City Clerk; ,/Pat Sullivan, Board Reporter SUBJECT: Agenda Items for June 21, 2011 DATE: June 14, 2011 CDB packets being distributed on contain the following items: Agenda Site investigation form Unapproved minutes of previous meeting Level Two Applications (Item 1-3) 1. Case: FLD2011-04015 — 2680 Gulf to Bay Blvd V 2. 3. Yes No Case: FLD201 3014 — 2241 Nursery Road No %C Yes Case: FLD2011-03013-1411 N. Ft. Harrison Avenue t/ Yes No S:IPlanningDepartmentlCDBlAgendasDRC&CDBICDBI2011106June201111 CoverMEM02010.doc � _ _ CONSIDERATION OF APPEAL (Item 1): 1. Case: APP2011-00004 Appellant: Ashley Furniture have conductedta Signature: J I �'� �� Date: 2p I� 06 2� PRINT NAME S: IPlnnning Departmentl C D BlAgendas DRC & CDB I CDBI2011106 June 201111 Cover MEMO 2010. doc � _�v � a � � �� U Interdepartmental Correspondence Sheet TO: Community Development Board Members FROM: Robert Tefft, Development Review Manager COPIES: Leslie Dougall-Sides, Assistant C3ty Attorney; Susan Chase, City Clerk Specialist; Sue Diana, Assistant City Clerk; /Pat Sullivan, Board Reporter SUBJECT: Agenda Items for June 21, 2011 DATE: June 14, 2011 CDB packets being distributed on contain the following items: Agenda Site investigation form Unapproved minutes of previous meeting Level Two Applications (Item 1-3) 1. Case: FLD2011-04015 — 2680 Gulf to Bay Blvd Yes D No 2. Case: FLD2011 — 03014 — 2241 Nursery Road Yes No 3. Case: FLD2011-03013-1411 N. Ft. Harrison Avenue Yes No S:IPlnnningDepartmentlCDBlAgendasDRC&CDBICDBI2011106June201111 CoverMEMO2010.doc 0 CONSIDERATION OF APPEAL Qtem 1): 1. Case: APP2011-00004 Appellant: Ashley Furniture Signature: ducted a Date: S: IPlanning DepartmentlCD BlAgendas DRC & CDBICDBI2011106 June 201111 Cover MEMO 2010.doc � 2241 NURSERY RD Date Received: 3/24/2011 4:28:35 Pl��I Cafe Charlie ZONING DISTRICT: Commereial LAND USE: Commercial General ATLAS PAGE: 317A PLANNER OF RECORD: PLANNER: Kevin Nurnberger, Planner III CDB Meeting Date: June 21, 2011 Case Number: FLD2011-03014 Agenda Item: D. 2. Owner/Applicant: Tagaras, Ioannis V, Revocable Livin� Address: 2241 Nurserv Road CITY OF CLEARWATER PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval for a 2,100 square foot restaurant in an existing 2,728 square foot building in the Commercial (C) District with a lot area of 14,100 square feet, a lot width of 141 feet (along Nursery Road), front (north) setbacks of 7 feet (to pavement) and 24.7 feet (to building), side (east) setback of 10 feet (to building), rear (south) setbacks of zero feet (to pavement) and 19 feet (to building), side (west) setbacks of zero feet (to pavement) and 66 feet (to building), a building height of 24 feet (to midpoint of pitched roo fl, and 15 off-street parking spaces as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-704, Community Development Code. ZONING DISTRICT: Commercial (C) District FUTURE LAND USE PLAN CATEGORY: PROPERTY USE: EXISTING SURROUNDING Commercial General (CG) Current: Retail Sales and Services Proposed: Restaurant North: ZONING AND USES: South: High Density Residential (HDR) District Attached Dwellings Office (0) District Offices East: Commercial (C) Distri�t Bakery, Restaurant (take-out) West: Commercial (C) District Retail Sales and Services ANALYSIS: Site Location and Existing Conditions: The 0.32 acres is located at southeast corner of the Executive Place and Nursery Road (CR-474) intersection; approximately 307 feet east of the Belcher Road (CR-501) and Nursery Road (CR- 474) intersection. On site is a 2,728 square foot building with two tenant spaces and the site is completely built. A dry-cleaning service with drive-thru facilities currently occupies one of the units in a 544.8 square foot space. The site has direct access from Nursery Road, but also shares an access driveway from Nursery Road with the office building located directly behind the subject property. This shared driveway runs along the western property line of the subject properiy and Community Development Board — June 21, 2011 FLD2011-03014 — Page 1 0 allows vehicles to enter the shared driveway, circle onto the subject property to access the dry- cleaners drive-thru facility, and exit from the subject properties driveway onto Nursery Road. There are a total of seventeen off-street parking spaces provided on site including one handicap space for the two commercial uses. The previous use for the subject tenant space was a chiropractic office. To the north, directly across Nursery Road, is a high density residential subdivision known as Pinellas Groves. Located to the south of the site is an office building which consists of a dentist office. This office building is situated on a landlocked parcel that shares an access drive with the subject property. To the east and west are commercial properties which consist of a bakery, a take-out pizza shop, restaurant, and convenience store with a pharmacy. Development Proposal: The application proposes to utilize the existing 2,100 square-foot enclosed tenant space as a restaurant (cafe) where there was previously a chiropractic office. The only proposed changes to the structure are interior modifications to accommodate the cafe. There are no proposed site improvements other than restoring the landscaping to the landscape plan that was previously approved for this property. That landscape plan is compliant with current landscape standards. The site conforms to current standards for minimum lot area, minimum lot width, impervious surface ratio (I.S.R.) and floor area ratio (F.A.R.) and no changes are proposed. The existing building and pavement setbacks are nonconforming to current Code requirements and are not proposed to be modified. The existing building height for this tenant space is less than the maximum height for the minimum standard Code requirement. The shopping center has seventeen off-street parking spaces; two spaces are designated for the dry-cleaner service use. The remaining fifteen parking spaces are available for the restaurant (cafe) use. Based upon Section 3-1405, Community Development Code (CDC) for shared parking and the existing/proposed uses, the subject property would require a minimum of 21 off-street parking spaces, or 4 spaces more than presently existing. No additional off-street parking is proposed as part of this application and the addition of any further off-street parking would not be possible _ given the existing on-site improvements. The applicant's concept for this establishment (Cafe Charlie) is that of a high-end cafe that also _ serves select beer and wine. Many varieties of coffee, tea, ciders, hot chocolate, and fruit smoothies will be offered. Desserts, pastries, and cold sandwiches will be also offered. Food and all coffee house items will be available during all operating hours. The applicant will not offer for on-premise consumption more than beer and wine and will not offer any enticing alcoholic drink specials (such as, but not limited to, ladies night_or quarter beer night). The proposed hours of operation are 8:00 am to ll:00 pm Sunday through Thursday and 7:00 am to 2:00 am on Friday and Saturday. During weekdays, the applicant proposes no music played loud enough to impede low decibel conversation or reading activities indoors; however, the applicant wishes to provide live acoustic music indoors at weekends. Comprehensive Infill Redevelopment Project Criteria: Pursuant to Section 2-704, CDC, the uses allowed within the Commercial (C) District are subject to the standards and criteria set forth in this Section. Among those criteria established for the review of Comprehensive Infill Redevelopment Projects is the following: Community Development Board — June 21, 2011 FLD2011-03014 — Page 2 6. Flexibility with regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building step backs; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. As previously noted, the proposal does not contain any changes to either the existing shopping center building or the off-street parking area, and while the proposal will meet some af the above criteria, it cannot meet others without being required to modify the existing architectural elevations of the shopping center. However, to require such changes simply to accommodate the proposed use for an existing tenant space may be impractical and inappropriate. Minimum Off-Street Parkin�: Pursuant to Table 2-704, CDC, the minimum required=parking for a Comprehensive Infill Redevelopment Project is determined by the Community Development Coordinator based on the specific use and/or ITE Manual standards. The off-street parking requirement for restaurants is between 7 and 15 spaces per 1:,000_square feet of gross floor_area, which for a 2,100 square foot restaurant would result in a requirement between 14 and 31 spaces. Furthermore, CDC Section 3-1405 provides a shared parking table to determine the minimum number of parking spaces for a building with two or more uses. In- this case; a dry-cleaning service and restaurant will require between 21 and 33 shared parking spaces on site. The range of parking spaces includes factoring in the flexibility in required parking spaces for both:uses in _ CDC Section 2-703. The applicant proposes 15 parking spaces, which includes one handicap space, which is near the minimum number of spaces for restaurants; however, as previously stated a minimum of 21 off-street parking spaces is required according to the shared parking table in CDC Section 3-1405. As noted above, the minimum number of parking spaces for the proposed use is available on the subject property. Due to the number of off-street parking spaces and on-site improvements, no space is available to provide additional parking stalls. Therefore, Staff recommends that the Community Development Board — June 21, 2011 FLD2011-03014 — Page 3 seating capacity of the restaurant (cafe) be limited to only allow up to 40 seats. Such a measure should ensure no parking issues for the existing and proposed commercial uses on site. Solid Waste: The dumpster will be located behind the building in an enclosed area for such use. The location allows for trouble-free access for solid waste vehicles. The size and location of the proposed dumpster has been found to be acceptable by the City's Solid Waste Department and Fire Department. Landscapin�: The ability to meet the Code requirements for perimeter areas is restricted by the property configuration, building location, stormwater requirements and the provision of the greatest number of parking spaces possible. Given these design constraints, the applicant proposes to restore the landscaping on site to the approved landscape plan approved when this site was developed. The approved landscape plan is compliant with current landscape standards. The landscaping improvements will enhance the visual appearance of the subject property along Nursery Road. Si�� It is attached as a condition that any signage proposed for this development applies for approval through the Comprehensive Sign Program or obtain an approved sign permit. Code Enforcement Analysis: There are no active Code Enforcement cases for the subject property. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards of the Commercial General (CG) land use category and the Commercial (C) District as per Section 2-701.1., CDC and Table 2-704, CDC: Standard Proposed Consistent � Inconsistent FAR 0.55 0.19 X ISR 0.90 0.72 X Minimum Lot Area N/A 14,100 sq. ft. (.323 acres) X Minimum Lot Width N/A 141 feet X Minimum Setbacks Front: N/A North: 7 feet (to pavement) X - 24�.7 feet (to building) � � Side: N/A East: 10 feet (to building) X West: 0 feet (to pavement) X 66 feet (to building) Rear: N/A South: 0 feet (to pavement) X 19 feet (to building) Maximum Height N/A 24 feet X Minimum 7-15 spaces per 1,000 SF GFA 15 parking spaces -�— X --� - Off-Street Parking (14-31 spaces) � ReJlects existing conditions on-site (based on the submitted site plan) that are not being altered or approved by the proposed application. Community Development Board — June 21, 2011 FLD2011-03014 — Page 4 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per Section 2-703.C., CDC (Comprehensive Infill Redevelopment Project): L The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed development 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterftont use. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and amactive appearance; the proposed devetopment incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building step backs; and ❑ Distinctive roofs forms. £ The proposed development provides for appropriate buffers, enhanced landscaoe desien and appronriate distances between buildin2s. 1 See above discussion with regard to Comprehensive Infill Redevelopment Project criteria Community Development Board — June 21, 2011 FLD2011-03014 —Page 5 Consistent Inconsistent X X X X X X' � �_ COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards for Level Two Approvals as per Section 3-914.A., CDC: Consistent Inconsistent l. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactorv and hours of operation imnacts on adiacent vronerties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of May 5, 2011, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB), based upon the following: Findings of Fact. The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: 1. The 0.323 acres is located on the south side of Nursery Road approximately 307 feet east of the Belcher Road and Nursery Road intersection; 2. That the subject property is located within the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category; 3. The site is currently improved with an approximate 2,728 square-foot, twa tenant shopping center; 4. There is an existing drive-thru dry-cleaning s ervice occupying one ten ant space on the subject property; 5. The application proposes to utilize a 2;100 square-foot vacant tenant space previously a chiropractic office to be used as a restaurant (cafe); 6. The subject property is presently non-conforming with respect to the existing shopping center building and off-street parking area not meeting the minimum required setbacks; 7. There are no proposed site improvements other than restoring the landscaping to �current _ landscape standards; 8. The proposal is to permit a cafe with on-premise consumption of beer and wine within one tenant space in the existing shopping center; 9. The proposal has no impact upon the following development standards: F.A.R., I.S.R., minimum lot area/size and m�imum building height, as they presently exist; 10. The proposed use will not exacerbate the existing nonconforming setbacks for the shopping center building or the off-street parking area; 11. The subject property is developed with a total of 17 off-street parking spaces, which, as a whole, is presently nonconforming with respect to the provision of off-street parking; Community Development Board — June 21, 2011 FLD2011-03014 — Page 6 12. Of the 17 off-street parking spaces on site, 15 will be available for the restaurant use; 13. No additional off-street parking is proposed as part of this application and the addition of any further off-street parking would not be possible given the existing on-site improvements; and 14. There are no active Code Enforcement cases for the subject property. Conclusions of Law. The Planning and Development Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Standards as per Section 2-701.1 and Table 2-703, CDC; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2- 704.C., CDC; and 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3-914.A., CDC. Based upon the above, the Planning and Development Department recommends APPROVAL of Flexible Development approval for a for a 2,100 square foot restaurant in an existing 2,728 square foot building in the Commercial (C) District with a lot area of 14,100 square feet, a lot width of 141 feet (along Nursery Road), front (north) setbacks of 7 feet (to pavement) and 24.7 feet (to building), side (east) setback of 10 feet (to building), rear (south) setbacks of zero feet (to pavement) and 19 feet (to building), side (west) setbacks of zero feet (to pavement) and 66 feet (to building), a building height of 24 feet (to midpoint of pitched roo fl, and 15 off-street parking spaces as a Comprehensive Infill Redevelopment Project under the provisions of Section 2-704, Community Development Code, subject to the following conditions: Conditions of A�proval: 1. That, prior to the issuance of any building permits, all outstanding comments from the Engineering Department are addressed; 2. That, prior to the issuance of a Certificate of Completion or Business Tax Receipt, whichever may occur first, the applicant must have installed any/alllandscape materials missing from the subject property as per the previously approved landscape plan for the site, and that these -- materials being installed are to be Florida Grade #1; 3. That when the owner/applicant applies for a Business Tax Receipt (BTR) with the�.City. of Clearwater for a restaurant at 2241 Nursery Road the restaurant shall be limited to allow up to 40 seats maximum; 4. That on-premise consumption of alcoholic beverages be limited to lieer and wine (2-COP) : : and there be no package sales in sealed containers of liquor; --- 5. That there be no enticing alcoholic drink specials, such as, but not limited to, ladies-night_or. __. .. quarter beer night; and - - - 6. That food and all coffee house items are available during all operating ._ ._ ___ _ .. __. Prepaxed by Planning and Development Department Staff: Kevin . Nurnberger, Planner III ATTACHMENTS: Location Map; Aerial Map; Zoning Map; Existing Sunounding Uses Map; and Photographs Community Development Board — June 21, 2011 FLD2011-030 ] 4 — Page 7 S: lPlanning DepartmentlC D BIFLEX (FLD) IPending casesl Up for the next CDBINursery 2241 Cafe Charlie (C) 2011.xz - KWNIStaff Report.docx Community Development Board — June 21, 2011 FLD2011-03014 — Page 8 0 � � �7�PEOPs�IAT E6Bd �.fC7F L 0 c �❑ Cf C� Q AT7CtCNE � } o � � � m a � vti��k � o a_..,�..._a__ C � ViOLA DR � CYtK C�iOVE DR O , V .� �AN�A � r °'t7 � .z `... ` L � {�° ' .. _ . � . . �� BfiRf�LONA •�R �� ;. � :�, '-� �Ri1 - �. Q ! � i .:� � p s�� :i ° �' � �� '�.� -�—+-.- - m HABERSHAA9 Q 9�\ "'`' � � �� U CxA.IBORNE / A. �� M90RIVIN GSiDE €7R a,��s � �°i _ ., . _- -.a � �` .O .C�'iJFPTiS' ^ ° l�jR " iJ. : �p • "y`c c Q z o �� a 3 � m ' .C[lF��tS " '`�` �?R' S .� � '�' U � . _. � � c �'VIlE113MS DR :�° g r . �' J a ` .�� .u� �.... o � a 0 z HARN � y n ? " FAIRBANKS ��Y � C�ENAN � c,- � �� : �.,� :. ' . � � � � �,� ;� � z � � ; � .�} o � �' � ' CR-474 _ . . ' . .�•` � s "�V 5._ . UR5E �0 � � p � � . O - • s � ,�tea'' .. - " .� W �J � , .' PROJECT ' t , �.,�_.. SITE � �� ' � , , �^�. �AV�un ,oR a :,. __ Pieseiv�e• ° ' � � . . . � �` TFUL • � .,� ' ' �2 S4�1TA CI�JJZ" '� 4oV,DR . . ' . � a � ��+�-.., ..,.�{.t cn�,� ��° ' '• .•• ................. -- .. -... �.;.... ..:...:...: . ..... - - - - -:,� ��..�..�.; . �.., -..,, _ . .....:.:..::�� ..,;.W-._�:.,-'..�,..., .. ....: � .... .,.. '.. :.=='''• .......... ...... ... ...'-' '.... _..,.,r.l�' .. ..,,:.:...�: . �., . � .. _.. .... •- . _.. : ....,_' ,';;'r"�, r"'"•.'' .:............ ........:. ........r-':. _•;.. . _ _ .:;,-�':+_%-�.� ; f:.'_ _ - _ _ _ _ _ __ _ _ _ _ - �•'r::; - - ii•i'•S}':G: - LOCATION Owner: Tagaras, loannis V., Revocable Living Trust Case: FLD201 1-0301 4 Site: 2241 Nursey Road Property Size: .323 acres/14,098 sq. ft. PIN: 19-29-16-00000-330-0300 Atlas Page: 317A I NFORMATIOM 4F DRAWINGS (2007 FBC 16a3. i.4j - BASIC 1NIND SREEQ, MPH: 123 MPH 3 SECOND GUST - WIND IMPORTiaNCE Fi4CTOR: 1 - WIND IXPOSURE: B - APPLICRBLE INTERNAL PRESSURE COEFFICIENT: .f8 CONtPONE#JT RNU GLAUUING LOADS: ZONE 1 = +12.9, -24.1 ZDNE 2 = +12.9, -42.7 ZONE 3 = +12.9, -42.7 ZONE 4 = +25.2, 27.5. ZONE 5 = +25.2, 31.8 GENERAL REQUIREMENTS 1.1'T tS THE CONTRACTOR'S SOLE RESPQNSIBIUTY TO DETERMtNE ERECTION PROCEDUI�E AND SEQUENC� TO E#�SURE THE SAFETY OF THE BU'ILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, 8UT IS NOT LIMITED TO THE FOLLOWING: THE ADDITION OF WHATEVER TEMPORARY BRAGING, GIJYS OR TIE-DOWNS WHICH MAY BE NECESSARY. 2.COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWtNGS. 3.CONTACT TtiE ARCHITECT W(TH ANY QUEST{ONS OR DISGREPANCIES fOUND ON THE DRAWINGS. 4.SUBMIT SFiQP QRAWINGS AS REQUIRED HEREI.N, ALLOW FOR ONE WEEK REVfEW TIME AFTER RECEIPT BY Tt�1S �"IRM. NO FABRICATION IS TO PROCEED PRIOR �0 REVIEW BY THE DESIGNER. DESiGN Cf��TERIA 1.A1�PLICABLE BUILQING CODE: FLORIDA BUILDING CODE, 2007 EDITION, & FBC 2008jFBC 2009 SUPPLIMENTS. 2:DESIGN WIIVD VELQC(�Y = 123 MPH 'riE CO�ITRACTOR MI�ST CHECK ANt) UERIFY ALL DiNfEN5a0NS C �WE JOB AND BE RESPONSIBLE FOR SAME. REPORT ANY ISCREPANCIES TO THE DESIGNER BEFORE COMMENCiNG WORK. LEGEND A ARG AJC !UR CONDITIONEft BFPD BACK FLOW 1'REVENTION DEVICE B.M. BENGHMARK BOLL BOLLARD C GHORD (c) erwcutA�o CBW CONCRETE BLOCK WAL! CWB CHORD BE4f21NG ? cEr�r�rzuN� CLF CHAIN UNK FENCE C.M. CONCRETE MONUMENT CONC. CONCRETE C.T. CURB TiE CN CABLE TELEVISION (D) DEED EP EDGE OF PAVEMENT F. FOUND FF FtNiSHED FLOOR FHA FIRE HYDRAM' ASSEMBLY FPC FLORIDA POWER COftPOftA710N GI GRATE INLEf GAV GAS VALVE GM GAS MEfER GV GATE VALVE GW GUY WIRE I.P. IRON PIPE I.R. IRON ROD LB UCENSED BUSINESS LF L01NESf FLOOR ELEYATION LP UGHT POLE (M) MEASURED MH MANHOLE NAVD88 NORTH AMERICAN VERTICAL DATUM 7988 N&D NAIL AND DISK NFL NQT FlELD COCATED NGW28 NATIONAL GEOD�IC VERTICAL DATUM 1929 N0. NUMBER 0/H OVERHEAD WIRES O.R. OFFICiAL RECORD ORD ORDINANCE PB PIAT BOOK PG PAGE/PA6ES POB POINT OF BEGINNING POL POINT ON UNE PP POWER POLE PRM PERMANENT REFERENCE MONUMENT PSM PROFESSIONAL SURVEYOR & MAPPER R RADIUS (R} RfCflRD RCP REWFORCED CONCREfE PIPE RCW RECLAIMED WATER RNG RANGE RfW RIGHT-OF-WAY S. SET SAN. SlWITARY SGO SANffARY CLEAN-OUT 5EC SECTION T.6. TOP OF BLOCK T.B.M. TEMPORAi2Y BEN�M MARK T66 TOP OF BfWK TOS TOE OF SLOPE TRANS TRAN5FORA�ER 1WP TOWNSHIP UP UTILITY PQLE WF WOOD FEMGE WV WATER VALVE � vr�vF � WATER METER li � GUY WIRE o-o BACK FL�W PREVENTION DEVICE Ipe ELECTRIC s + ��,�;z- CONCRETE BRICK A SOUNDARY 5Ul�VEY OF° A parcel af land, siivated, lying ardd being in the �aunty of Pinellas, State of Florida, deseribed as fc�llaw�: Begin from the Northwest Corner of the Southwest %a of the Southwest 1/4 of Section 19, '�'ownshig 29 SQUth, Rang� 16 East, Pinella:s County, Florida, the point af intersection a►f the right-of way centerlines of Belcher and Nursery Raads and run ihence along the s,aid right-of-way centerline af Belcher Road, S.00°al'41 "E., 40,00 feet; themce along tlhe Southerly right-af-way line of sa.id Nursery Raad, 5.89°C19'Q4"E., 342.00 feet far a Point of Beginning; thence continue along said line 5.89°09`a4"E., 14� .00 f�et; thence �►.00°O1'41"E., 100.00 feet; thence N.89°(}9'44"W,, 141.00 feet; thence N.00°01'41"'�., l 00.a0 f��t to the Paint af Beginning. �►UBJECT TQ� a 14 foat wide utility and drainage ea.sement along the Easterly Baund line. � FLOUD INFORMATION: �load Zone: X Community Panel: 12103CUi2$G �ffective Date: 9/03/03 LANDSCAPING LEGEND b� EXiST1NG GANOPY TREE (UVE OAK) � FLORIDA GRADE 1 OR BETTER. MINIMUM 2"� MEASURED 6" ABOVE GRADE � 8' FiT. Mlf�. C�? 35' O.C. MAX. ��,� EXISTING SHRUBS (WAX t�YRTLE) � FLORIDA GRADE # 1 OR BETTER. �� MINIMUM 1�"� MEASURED 6" ABOVE GRADE 8' HT. MIN. C�D 3S O.C. MAX. NEW 14 - CHRYSOBALANUS ICACO (COCO PLUNi} ,�j FL�RIDA GRADE # 1 OR BE17ER. ,�� 24" HT. MIN. � 30" O.C. & MULCH ` W"' �' W` W'" W EXISTING GRASS AREA (BAHIA SOD} y�� v W� W� W'� FLORIDA NO. 1 GRADE OR BEITER GROUND COVER V W V � SITE DATA lProject Site Area 14,100 Sq ft. IBuilding Area 2,140 Sq ft. (14.9%) 'Vehicular Use Area (Imperviaus Area) 7,476 Sq ft. (53.0%� Landscaped Areo (Perv�ous Area) 4,524 Sq f#. (32.7% 9mpermeable Surface Ratio 0.5 : 1 F1oor Area Ratio Q.i325 : 1 ADl4 NOTES 9. THE HANDIGAPPED SPACE SHAILL BE GONSPICUQUSLY OUTLINED IN BLUE PAINT ANU SHALL BE POS7ED & MAIINTAINED WITH A RERMANENT, ABOVE GRADE SIGN BEARlNG THE INTERNATIQ�NAL SYMBOL FOR ACCESSIBIUTY OR THE CAPTION "fli4RKING :BY :D1SRBi:ED PERMIT OFJLY" OR BEARING BOTH SUCH SYMBOL AND CAP110N. 2. MARK ALL HANDIGAPPED PARKIhlG IN AGCORDANCE WITH 7HE STANDARDS ADOPTED BY THE �EPARMENT OF TRAtJSPORTATION. � � 3. USE OF PAVEMEt�J� SYMBOL IN tiANDIGAPPED PARKING SPAGE IS OPTIONAL iMHEN USEO THE SYHtBOL SHA�L BE 3 TO 5 fEET HlGH 8c WHITE IN COL4R M 4. SlGNAGE INFO: PARKING BY A. TFIE TOP PORTION SHALL Hk4/E A REFLECTIVE BLUE BACKGROUND WITH NMITE DISABLED REFLECTIVE SYMB!OL AMD BqRDER. iv PERk+{IT g• $UTTOM PORTIQN SHALL HAI�IE A REfLECTIVE N911TE BACKGROUND WITN BLACK ONLY �'AQUE LEGEND AND BORDER. #250. FlNE C. THE SIGN MAY BE FABRICATED ON ONE PANEL OR T1H0. D_ SIGNS ARE TO BE MOUNIED AT S1D. HT. = 7FT. FROM PAVEMENT TO BOTT. OF SIGN 12° HANDICAPPED PARKtNG SIGNAtaE �� -1"L.� 11 �AST IN PLACE CONCRETE 1.CONCRETE TO BE NORNfAL WEIGHT WITH THE FOLLOWING MINIMllM COMPRESSIVE STRENGTM� AT TWE�lTY-EIGHT (28j �AYS: a) FOOTINGS, SLAB-ON-GRADE, SLAB FILL ............... 2500 PSI 2.CONCRETE SHALL BE READY-MIX PER ASTM C94 /AS FOLLOWS: a PORTLANt3 GEMEf�T - �1STM C150 b AGGREGATES - ASTM C33 (3/4'�MAX. ) c NO CALCtUM CHLORIDE d AIR ENTRAtNtNG - ASTM C260 e WATER REDUCII�G - ASTM C494 f) FLYASH - ASTM C618-78 CLASS� F( 20% MAXIMUM}. 3.REINFORCING STEEL : ASTM Af15 GRA.DE 40. 4.REQUIRED SLUMP RANGE AT DISCHARGE END OF TRUCK EQUALS (_) THREE (3") TO FIVE (5") iNCHES. 5.WELDED WIRE FABRtC: AS�`M A185. 6.CODES AND STANQARDS: aj ACI 301 -"SPE�lFICATIONS FOR STRIJ�TUft�AL COtVCRE�E FOR sui�.aiNCS". b) ACI 305 -"RECOMMENDED PRACTICE FOR 1HOT WEATHER CONCfZETIN'G". c} ACI 318 -"SlJ1LDING CODE REQUf�EM��lTS FOR REINFORGED CONCRETE". d) ACI 315 -"DETAILS AND DETAILING OF COINCRETE REINFORCEMENT". SURVEYOR A,ND MA�PER'S REROR7: 1. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENT5 HAVE BEEN LOCATED EXCEPT AS NOTED. 2. THlS SURVEY WAS PREPARED WITHOUT THE BENEFIT Of A TITLE SEARCH. z � 0 � cV H/WDICAP StGNAGE--�` � �- PARKING BLOCK 3-6" EQUALLY SPACED WHITE CMEVRONS PAVEMENT SYMBOL = � OPTIONAL 3' OR 5' 3 m HIGIi, WHIi'E IN COLOR � � �� '-On � �� "�-`i» � H�►NDICAP PARKING DETAIL SCALE: N.T.S, �' PARKING SPACE CALCULATIOi� PARKING SPACES REQUIRED : 15 TOTAL PARKING SPACES PROVIDED: 16 ADA PARKING SPACES PER FBC 11-4.1.2 1-25 SPACES = 1 ADA SPACE REQUIRED TOTAL ADA SPACES PROVIDED: 1 EXISTING PAVED PARKING LOT-� 4'-0" Mlt�. SIDEWALiC WIDTH z �� 0 O O � � W � �- 0 � � W �..J �. W m � u �� -r2- i 20.0' x 20.0' -� SIBILTY TRIANGLE S89'09'04"E 342.00' SEC. 1 9, TWP. 29 S., R�Ge 1 6 Ee NURSERY RQAD _ �` _ _ {so' Pug�.ic �z/w) - 20.0' X 20.0' � GV y�SIBILTY TiilANGLE ........: ...: ;:.,..:...;'�;'" Csv � 20.0' x 20.0' � SIGN VISIBILTY TRIANGLE � . �/H FHA �PJ D�h, WM PP F � £ ¢ e t ; OO � � � :.� . � _ �, . �� K _ �. _._. � � ' ._ ' :..::.. .. ... : - ...� - •a. :-:- :a: - BFPD . ,_ ,.. ,,._ .:.:...::......... ,.. .:. . .. .. • -. . .•_•.-��: � . --_ . ....... :.. . . • - - . _ :-. . _'.-: . ----- -o � �� £�� - _ � _ - . . :-�..:�. - - - - -�- _ - 150.0 :;;T". _ �_-' '-_-'-.�'�'-'- -• �:. _ t� .--�.' - -.-1-.•'.'•..:___•..�•.•_•.-.-.•.•.-.•.•.•.•.•.•.•.-.•.•.•.•.•.�.•.-.•.�.•.•.•.•. .�. NEW 4".GONIC. -d14�V�W' .�'.. CS�•' z � . . . . . - ::?:� ....... _ .=:-�=:�: - . _ . . . . ::=-�:: �: :=: .`': .: .:.z - - - - . .. - ': �: � � ,a.tE�t•i�i�n� ' - • . . . . _ . . _ . SiET�iNi1lK :QP ;48°' : . : . EXlSAN� - �-' 7TO14: ARE4.• � • • � > .. . ... . . .�. . .. .. _ �. . ... .�,.. � � .�. _ . _ ..... _ � ,. ... .... : - _ � � =��.� . : .. - YIIDE;h�{IN. 4 A8£> :l' :T- �1�. , ...._.. .: - - - Ef'. � . i' .:;•• ��.• �.- ,.. ... . . . _ _ . - . _ . .. _... . . 1 : :. � �,o dAG�tIT �,4F�KIhtG....•�., }..'i.:.'; :.�-�. :. �:.: - :.:::�. , 1a . : : .t . . � � t�aT e�ev�nor� �Ew coNC. s��wA�K � t TO MATCH EXiSTING ' 't' '�'�'�' , � ` . coNC. su,a E�vnn '-��'-'-'-'-� . .a � .. . , 11 . ::. '4 ao , . . _ .: _ ... . . .. . .. ... . • :��a ,, , : ,. , - . .. � �. .. � .. -. . , �.,. . . . . . >--.. . -: . O.. : . , . .• :: ... .. ... . . . . -.. . , . ' � ,...Q: ; � , .. .....,,._ 'y��j. . . - .�. �:�:=:�:�:��- 3 �,. �: � :�:•:•:-:-:j. O W O. 12 � � :. AN�C7iP . •}.•.•.•.-{• C, >.' .- � � �.- SIGNAGE'. o .•�'.•.:-.•:�: Cj -:i:-:.�: - - ...Q.. �, T _ � . � M � ..�. O �-��:- - -+- � Eo .W � � 13 6: � . � i EXlST/NG '� • �•�-�� .:Q - . � �` � : , i RAMP :-�.-��.-:i. �F i : � .�__:.� P . �~ � i�. Q #2241 ::i -.��-. � �� ¢EP�� ` . a � ' � : � a ONE S70RY ._�:.�.-:_:r d- �,G � .� o �:.. a h.. . 24.0' BUILDING �:�_��:�.� o Q O, � .•�•:�:....� � _ � . z � crtve � . � ':�_:�::.::� o , a .. Z �.�7 . � '� $:. � ... ip .. _ Q• • { V�i . l':u..-.� w � y �.: � �? °Q -:I:.rrr....l, � � x � . � ::a::::_:_:_� . W 1U , , . � .....•.- : .. . . 17 fi7`j: :.. -:i:-:-:•:-�: 64J' '� � �'� �' :�__ •.1'I3�.- _ ,. • - . . .-. -. .._,,.....�_.. ,. .. ....: ..... .... .. . .. .. : . ..... . .. �.,�. �,� ... -- ::... .: . .. • .: B..VERZCU ` - : ..:..: ,: ',. . -6.•VERT'GIRB`>.:..,....:.: :-...'�..:..:.....:;:... .. :��: Re' . ,.�EXISTING' - " �GRRBAGE •:-:•:•:•:•: IDUMPSTEi� � ' ' ' ' ' �: ` ' _. ' .. .:' " - . , ' .' , �.....: ::'EP': �� -- N89'09'04"W i 41.00' � - I I I { ._ . .: . . ....::::.: :....:. . ,.; . :... _ ., .: ;....: . :_--. O . ... .:. .... . .... _... .. . . • . . .: . ... . :.. :.. ..... .:. .. . -. :.. ...: ..... I o Landscaping to be restored to the i� approved landscaping plan from 1888. � `�` � - --- -----____ b NW CORNER OF SW 0 1/4 OF SW 1%4 OF o SECTION t9-29-16 � Y a W �,� � �' ° �a.o� � �o.o'� � o VISI�lLTY 1RIftNGLE W. = 588'09'44"E � 342.00' W m � � �--� P"L- i 1 T EXISI'ING GRADE NEW 4" MIN. CONC. SLAB SIDEWALK -� � 3400psi ON 6"x6" ��/o WWM OR FIBERMESH ON EXiSi"iNG GOMFACTED SOIL \ NEIN CONC. SIDEVI/ALK DETAIL SCALE; 1/2° = Y-0' MC�DIFIED LANDSCAPING=P�AN SCALE: 1 " = 20' �I�RTH f�IURSERY ROAD _ � _ _ _ (ao� Puszic �,/w) - ASP At T PA 11ED - N�ID TH VARIES ` - 2t?.0' x 20.0' � GV � VISIBILTY 1RIRNGLE _ £P W ��,� LP o ` (BASIS OF B�ARtNGS) � S89`0 '04"E 141.0+ F!R(5/8 ) (�. Q. B. LB 3039 � � � Z fP 70 I � 3 11 � 4 a � � O � co 12 � � � j � 13 a a � � � 14 a �- _ � � Q �. �' z ' � 15 z ^ � �l � � W s�- � f.NA1L NO !.R �I. I �� I � 6 7 5° LINE 8 9 11.67) NEW 4" CONC. SIDEWALK � 48° � WIDE Mlhl. 4° ABOW ADJACENT PARIKWG LOT ELEVATIOM _. Q � 3w > RESTRIIPE� pPARKIIWG ` IJNES � � R w � � r Q °- �2 � ¢ �- rz- a i _ a a �o c� �z t= o � om 3C w y � S�GIV Za.o' x 20.0• YISIBILTY 7RIANGLE �� ' Q�N �-12-� � 6 WM PP NEW CONC. SIDEWALK Td � £ WM �ATCti EXISTWG CONC. 3B' RGP G� 36" RCP `r - - - ---5 4' �,'��Ef N � BFPD ,_�Y �_- �� ------sroR� ,uH ' - �� P� --�f� ) --- j 50.0' �--�'�R��/2 � T- NO l.D. � � CS, Z £X1SnN� . i� {YA7E'R DE7Fhl7lON AREA o. e' � 8" VFRT Ci�RB�- _ y----,-- ----- d' ' �c.y- � tn �: :`o .;.�, - -----� ,h ( Ew cor�c. s�oEwa►.K � 4 4 ■ TO MATC}I E3GISTING � � � C4NC. SLAS fLEVATIO � 40.8' � 1 Q.0' � a-s � i I i i ; ANDICAP j � p SIGNAGE � M � w � O � Q I � Q stoaE �;4 M� Foor . i� i W Q�'P�� #2241 ; � ; � �� REP�� ONE STORY i° �`t' p,G 24.d BUILDING l� j a i � � o � o I � � y � � J to'-o• unu�r � YFRT CURB EXISTING s' �T GARBAGE dUMPSTER� £P N89'09'04"W 141.00' MODI FI ED SITE PLAN NORTH �' r I F�R(5/B") I LS 3039 a i i iQ � O I� I d. 1 � � � b F1R(Jf2 ) L8 25t2 ; . - ,��- _ ; �, :� r�. ,, . ;- _ ,' ' __ �_ � � . �� Ci? Lf� � rn � � � t�2 �'`,- f� � a w � H � � Q � � � � r--� � � � � � Ct'? � � 0 �' � o � � o � � � i/2 F�� 'di w �� E-+ w w � � a � � � � w � v ►� � t�1 � �� w � � � � � � H � ''� � � � � � -- � '"1�_ __ - � � � � �� F-�-�{ � C� � � F-"m-i '�^I � � � COMMISSION NO.: DATE: 5-12-11 DRAWN BY: MM / JMIS CHECKED BY: PG REVISI ONS: �� i�AZK� N �, �-� A2-t- i7�,�l�.�t.15t�t�� R2c �p� Q��izl��N� "�3 . I�GC �SS � $L � s1D�W�L..� �A-�tri R�I : va� � c�� L�-r.r -ri1A�9�,vE 1 �� _� I i FLOOR PLAN - TENANT SPACE N0.1 SCALE: 1 /8"=1'-0" GENERAL NOTES: 1. ALL DIMS TO FACE OF GYPSUM BOARD OR FACE TO FRCE OF METAL STUD. 2. TENANT SHALL MAINTAIN A 2A10BC FIRE EXTINGUISHER TAGGED BY FL STATE LIC. C0. AND MOUNTED AT FRONT DOOR, REAR EXIT DOOR AND UNDER THE COUNTER UPON OCCUPANCY OF TENANT SPACE. 3. EXISTING STORAGES, RESTROOMS. CORRIDORS, JANITOR ROOM, ELECTRICAL PANELS. OUTLEfS, LIGHTING WATER HETER, AIR HANDLERS, AIR SUPPLY AND AIR RETURN DEFUSERS AND GRILLS TO REMAIN. 4, PROVIDE NEW SERVERY COUNTER WITH 3-COMPARTMENT SINK, GREASE TRAP AND FLOOR SINK PER PLUMBING DRAWINGS. K EY N OTES 10 EXISTING WALLS AND FLOORING TO REMAIMI 2� SERVERY FRONT COUNTER 3❑ SERVERY BACK COUNTER 40 HAND SINK � 3-C�MPARTMENT SINK W/GREESE TRAP AND FLOOR SINK BELLOW � SERVERY EQUIPMENT - SEE EQUIPMENT SCHEDULE FOR DETAILS � EXISTING ADA PARKING TO REMAIN � EXISTING RAMP TO REMAIN � EXISTING SIDEWALK TO REMAIN � EXISTING PARKING TO REMAIN � EXISTING DRIVEWAY TO REMAIN � suoisina � O L� � N � � Q N � � c .� U N N � 0 0 O N � I O p I o I � Lf� � Q � Z � �- o � � � �o � � . L U � o � � p � O � � � � � N U � � ol � Q Q � Q � � � J � N Q m Li' � � � J W w � Z � O C� � � az. � w � J � w W N U ~ � � CD � � d' � � Q � W O� �� Q � � = W � U�O � W � V- �z Q � � U �t � N Q N � � Q W � U �--� U Q� '� � O +, � � � z Q � � � � 0 � � � � � � — � �' C/) �- Sheet Number A 101 NORTH ELEVATION - TENANT SPACE N0.1 SCALE: 1 /4" =1 '-0" 2 WEST ELEVATION - TENANT SPACE N0.1 2�1 SCALE:1/4"=1'-0" g._o. r�:, i . � � . . o , � �. � . � � . m . e � M s I � . � 3 � � / t� � ..L � � 5�-10 1/2" 4" 1 . � I� � � WEST ELEVATION - SIGN SCALE: 1 /2"=1'-0" 0 0 C �l �� C �E �Gl %�. L I � 2 2 4�- .Z '-i �/Y 5'-9" 8'-0' FREE STANDING SIGN SCALE: 1 /2"=1'-0" 11 1/4" i'-� i/2" FREE STANDING SIGN SCALE: 1 /4"=1'-0" NORTH ELEVATION - SIGN SCALE: 1 /2"=1'-0" GENERAL NOTES: �, ALL DIMENSIONS ARE FACE TO FACE OF SIGN. 2. EXISTING SIGN CONNECTIONS T� BUILDING WALL TO REMAIN 3. REMOVE EXISTING PVC SIGN CO�VER WITH TEXT AND REPLACE WITH NEW ONE IN EXISTING SIGN FRAME 5. ALL SIGN LOCATIONS AND MATERIALS TO REMAIN THE SAME. KEY NOTES 1� EXiSTING SIGN TO REMAIN. 2� REPLACE EXISTING PVC SIGN COVER WITH TEXT WITH NEW PVC COVER AND TEXT. 3� PLACE NEW PVC SIGN IN EXISTING SIGN LOCATION. USE EXISTING SIGN CONNECTORS TO BUILDING WALL. 4� EXISTING ILUMINATED SIGN TD REMAIN. suoisina 0 � � � � D � N � � 0 0 � � O o I .� o U � N � N � � Z N � a v o � .� O . L o � � 0 N I 0 I L(� � N � � � O � � � � N U � � � � QQ � Q � � � � � J � N Q m � � � � — � w z � � ~ O � � � � °' Q � �w w N U ~ � � � � � � 0 � Q� wo� �� Q�o = W � U�O W �� z Q � � U�� N Q N � � Q W U -F-� C� N '� � O +, � . � � � z C� � � � � � � � -� N � N — � �' C/) � Sheet Number A 201 i 0 � t �I. A,� .. 1 ' ��'�"�.�.r � � r I - f . � � � �� ' �� $O `� j.l�/ .25'�i'/`?7" �'� -�- _ ' . \ r ' . �G ♦ `� - - - . . � C 'sj � .� � %-,. � t , o �t . �. � �.o � _ , S'd• `� � ��:v. _ ______ _ _ _ - - --- - - � -� !v � � i r • • �4 � ' i � ,\+ , \�� v • �`� � .�� \ t . � . 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Le ; :'•'=`- -;.. tr::[Ly :nLer._a: 1= :.::.^.::c��....l:6 sit r��u::ccos:s ►;:�I:ce�__ ;�e:ete •: ..e .:se o1 or2�Su1 �iE.^..:R(. . � . ..�`" ' � � � i�- 2� '/ � / (.� � �,�F� �� nr ��d p� =PP�'Ot� p1'qt p,rio� !o C O I� �.ti�Q � st+0.ic+��• 0 � , - ;� � ,. S . � 4 V _ 2680 GULF TO BAY BLVD Date Received: 4/5/2011 11:25:05 AM Carrabba's Italian Grill ZONING DISTRICT: Commercial LAND USE: Commercial General ATLAS PAGE: 291A PLANNER OF RECORD: PLANNER: A. Scott Kurleman, Planner III � 0 CDB Meeting Date: June 21, 2011 Case Number: FLD2011-04015 Agenda Item: D.1. Owner/Applicant: Clant, Inc. & OSI Restaurant Partners, LLC Address: 2680 Gulf to Bav Boulevard CITY OF CLEARWATER PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit a 7,007 square foot restaurant in an existing building in the Commercial (C) District with a lot area of 78,985 feet, a lot width of 286 feet (along Gulf to Bay Boulevard) and 262 feet (along Park Place Boulevard), a building height of 26 feet (to top of flat roo�, a front (south) setback of 7.3 feet (to existing pavement) and 83 feet (to existing building), a front (east) setback of 10 feet (to existing pavement) and 150 feet (to existing building), a side (west) setback of five feet (to existing pavement) and 36 feet (to existing building), a side (north) setback of 4.5 feet (to existing pavement) and 82 feet (to existing building), and 109 parking space as a Comprehensive Infill Redevelopment Project under the provisions of Community Development Code Section 2-704.C. as well as a reduction to the perimeter landscape buffer along Gulf to Bay Boulevard from 15 feet to 7.3 feet and a reduction to the north perimeter landscape buffer from five feet to 4.5 feet as a Comprehensive Landscape Program under the provisions of Community Development Code Section 3-1202.G. ZONING DISTRICT: Commercial (C) District FUTURE LAND USE PLAN CATEGORY: Commercial General (CG) PROPERTY USE: EXISTING SURROUNDING ZONING AND USES: Current: Vacant Proposed: Restaurant North: Commercial (C) District Offices South: Commercial (C) District Retail Sales and Sef-vices East: Commercial (C) District Office West: Commercial (C) District Restaurant Community Development Board — June 21, 2011 FLD2011-04015 — Page 1 ANALYSIS: Site Location and Existing Conditions: The 1.81 acre property is located at the northwest corner of Gulf to Bay and Park Place Boulevards. Gulf to Bay Boulevard is a commercial corridor that runs east to west from Tampa to Clearwater with predominately retail, office and restaurant uses. The property has 286 feet of frontage on Gulf to Bay Boulevard and 262 feet along Park Place Boulevard. The property can be accessed from Park Place Boulevard or via a vehicular access and shared parking area to the east. As the property is located on a corner lot it contains two front setbacks and two side setbacks. The surrounding land use is commercial with a restaurant (Panda Express) located to the west, a bank (5/3 Bank) to the east, Clearwater Mall to the south and Park Place Offices to the north. The subject property is currently vacant and contains a 7,007 square foot structure which originally housed Tia's Tex-Mex and most recently Senor Locos. Much of the previously installed landscaping has declined and must be replaced. Development Proposal: The proposal is to establish a Carrabba's restaurant in the current 7,007 square foot structure. The existing structure will be completely remodeled both inside and outside. No additional building square footage is proposed. The existing building has setbacks ranging from a minimum of 36 feet to a maximum of 150 feet. Regarding architecture, new stucco with EFIS elements, new railings, new awnings and concrete tile roof accents are proposed. The building colors will be Sherwin Williams Basket Beige, Superior Bronze and Accessible Beige. The awnings will be red and light green in color and the tile roof accents will be terra cotta in color. Regarding the site, the existing parking and drive aisles will remain unchanged other than restriping and complying with ADA requirements. The existing parking lot will remain with setbacks to pavement as follows: a front (south) setback of 7.3 feet, a front (east) setback of 10 feet, a side (west) setback of five feet and a side (north) setback of 4.5 feet. Pursuant to Community Development Code (CDC) Section 6-102.E, if the use of a nonconforming structure is abandoned for a period of six consecutive months, the future use of the structure shall be brought into full compliance with all the requirements of the CDC; thus the filing of a Comprehensive Infill Redevelopment Project application. The development proposal's compliance with the applicable development - standards of the CDC is discussed -- -� below. Intensitv: Pursuant to the Countywide Plan Rules and CDC Section 2-701.1, the maa�imum allowable intensity is a floor area ratio (FAR) of 0.55. The proposal is in compliance with the above as it has a FAR of 0.09. Impervious Surface Ratio (ISR� Pursuant to the Countywide Plan Rules and CDC Section 2- 701.1, the maximum allowable ISR is 0.90 for CG. The overall proposed ISR is 0.83, which is consistent with the above. Minimum Lot Area and Width: Pursuant to CDC Table 2-704, there is no minimum required lot area or lot width for a Comprehensive Infill Redevelopment Project. However, for a point of Community Development Board — June 21, 2011 FLD2011-04015 — Page 2 comparison, the minimum lot area requirement for restaurants ranges from 3,500 — 10,000 square feet. The subject property is 78,985 square feet (1.81 acres). Also for comparative purposes, the minimum lot width requirement for restaurants ranges from 35 — 100 feet in width. The lot width along Gulf to Bay Boulevard is 286 feet and along Park Place Boulevard it is 262 feet. Both the lot size and lot width are consistent with the above. Minimum Setbacks: Pursuant to CDC Table 2-704, there are no minimum setback requirements for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, the minimum front setback requirement for restaurants can range between 15 and 25 feet and the minimum side setbacks can range between 0— 10 feet. With regard to the existing buildings, the minimum required setbacks are all being greatly exceeded; however flexibility has been requested with regard to the setbacks to the existing off- street parking and vehicular use areas. The request includes a front (south) setback of 7.3 feet, a front (east) setback of 10 feet, a side (west) setback of five feet and a side (north) setback of 4.5 feet. Both the front (south) setback to 7.3 feet and (east) setback to 10 feet are to existing parking spaces. Likewise both the side (west) setback to five feet and (north) setback to 4.5 feet axe to existing parking spaces. Understanding this site was developed in the mid 1990's and there is no opportunity to remove pavement without impacting aisle widths or number of parking spaces, Staff supports the existing setbacks to pavement. Maximum Building Hei� Pursuant to CDC Table 2-704, there is no m�imum allowable building height for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, the maximum building height for restaurants can range between 25 and 50 feet. The proposed building height to the top of the flat roof is 26 feet, well within the range based upon the above Code provisions. Minimum Off-Street Parkin�: Pursuant to CDC Table 2-704, the minimum required parking for a Comprehensive Infill Redevelopment Project is determined by the Community Development Coordinator based on the specific use and/or ITE Manual standards. The off-street parking requirement for restaurants is 15 spaces per 1,000 square feet of gross floor area, which for 7,007 square feet of restaurant floor area results in a requirement of 105 spaces. Currently there are 109 parking spaces. While this is four more than code requirements; their removal would not allow for greater landscape buffer widths. -- - - -- -- -- - Si�ht Visibility Trian� Pursuant to CDC Section 3-904.A, to minimize hazards at the driveways, no structures or landscaping may be installed which will obstruct views at a level between 30 inches above grade and eight feet above grade within 20-foot sight visibility triangles. No structures or landscaping is proposed within the site triangles. Solid Waste: The proposal includes the provision of a trash compactor and a refuse dumpster located at the northwest corner of the building. The refuse area will be screened with stucco walls and a wooden gate. The proposal has been found to be acceptable by the City's Solid Waste Department subject to the attached condition. Community Development Board — June 21, 2011 FLD2011-04015 — Page 3 Utilities: Pursuant to CDC Section 3-912, all utilities including individual distribution lines must be installed underground unless such undergrounding is not practicable. Any new electric and communication lines for this development will be installed underground on site in compliance with this requirement. All electric panels, boxes and meters will be painted the same color as the building. Landscapin�: Pursuant to CDC Section 3-1202.D.1, this site is required a 15-foot wide landscape buffer along Gulf to Bay Boulevard, a 10-foot wide landscape buffer along Park Place Boulevard and a iive foot wide buffer along the north and west property boundaries. Along Gulf to Bay Boulevard the landscape buffer width ranges from 7.3 feet to 15 feet. The landscaped buffer width is 10 feet along Park Place Boulevard. The west landscape buffer is five feet in width and the north landscape buffer is 4.5 feet in width. In both the Gulf to Bay Boulevard buffer and the side (north) buffer there is no opportunity to increase the landscape buffer width as the structures are existing and the parking and drive aisle dimensions do not exceed code requirements. Pursuant to CDC Section 3-1202.E.2, foundation plantings shall be provided for 100 percent of a building fa�ade with frontage along a street right-of-way. The foundation plantings must be within an area that is a minimum of five feet wide and consist of at least two accent trees or three palm trees for every 40 linear feet of building farade and one shrub for every 20 square feet of required landscape area. A minimum of 50 percent of the area shall contain shrubs with the remainder to be ground cover. Not only are foundation plantings proposed along the Gulf to Bay Boulevard and Park Place Boulevard facades, they are also proposed along the north fa�ade which does not have frontage along a right-of-way. Pursuant to CDC Section 3-1202.E.1, ten percent of the gross vehicular use area shall be provided as landscape islands a minimum of eight feet wide and 150 square feet in size. The site proposes 23.6 percent of the vehicular use areas to be landscape islands. To mitigate for the deviations to the buffer requirements along Gulf to Bay Boulevard and the side (north) landscape buffer, the applicant has provided additional foundation plantings; - additional interior landscaping and all the live oaks, crape myrtles, oleanders and birds of paradise are specified at larger sizes than code requirements. Due to existing site constraints staff supports the requested landscape reductions. Community Development Board — June 21, 2011 FLD2011-04015 — Page 4 Comprehensive Landscape Program: Pursuant to CDC Section 3-1202.G, the landscaping requirements contained within the Code can be waived or modiiied if the application contains a Comprehensive Landscape Program satisfying certain criteria. The following table depicts the consistency of the development proposal with those criteria: Consistent � Inconsistent 1. Architectural theme: a. The landscaping in a comprehensive landscape program shall be designed as a part of N/A N/A the architectural theme of the principle buildings proposed or developed on the parcel proposed for development; or b. The design, character, location and/or materials of the landscape treatment proposed X in the comprehensive landscape program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. 2. Lighting: Any lighting proposed as a part of a comprehensive landscape program is I N/A I N/A automatically controlled so that the lighting is tumed off when the business is closed. 3. Communiry character: The landscape treatment proposed in the comprehensive X landscape program will enhance the community character of the City of Clearwater. 4. Property values: The landscape treatment proposed in the comprehensive landscape X program will have a beneficial impact on the value of property in the immediate vicinity of the parcel proposed for development. 5. Special area or scenic corridor plan: The landscape treatment proposed in the N/A N/A comprehensive landscape program is consistent with any special area or scenic conidor plan which the City of Clearwater has prepared and adopted for the area in which the narcel nronosed for develovment is located. Code Enforcement Analysis: There are no outstanding Code Enforcement issues associated with the subject property. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per CDC Sections 2-701.1 and 2-704: Standard Existing / Proposed Consistent Inconsistent F.A.R. 0.55 0.09 X LS.R. 0.90 (CG) 0.83 X Minimum Lot Area N/A 78,985 square feet (1.81 acres) X� Minimum Lot Width N/A Gulf to Bay 286 feet X� Park Place 262 feet X' Maximum Height N/A 26 feet X� Minimum Setbacks Front: N/A Gulf to Bay: 83 feet (to building) 73 feet (to pavement) X� Park Place: 150 feet (to building) 10 feet (to pavement) X' Side: N/A West: 36 feet (to building) X' 5 feet (to pavement) North: 82 feet (to building) Xl 4.5 feet (to pavement) Minimum Off-Street Parking 15 spaces/1,OOOsf GFA 15.5 spaces/1,OOOsf GFA X 105 arkin s aces 109 arkin s aces � See analysis in Staff Report. Community Development Board — June 21, 2011 FLD2011-04015 — Page 5 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2-704.C. (Comprehensive Infill Redevelopment Project): Consistent Inconsistent l. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of sunounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development. 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is chazacterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appeazance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Community Development Board — June 21, 2011 FLD2011-04015 — Page 6 COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards far Level Two Approvals as per CDC Section 3-914.A: Consistent Inconsistent 1. The proposed development of the land will be in harmony with the scale, bulk, X coverage, density and character of adjacent properties in which it is ]ocated. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community character of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of May 5, 2011, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB), based upon the following: Findings of Fact. The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: l. That the 1.81 acre subject property is located at the northwest corner of Gulf to Bay 2 3 4 5 6 7 8. 9. 10 Boulevard and Park Place Boulevard; That the subject property is located within the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category; The site currently contains a 7,007 square foot vacant structure; _ The previous use was a restaurant; The minimum required structural setbacks are all being exceeded; The proposal includes setback reductions to existing pavement; The proposal includes a reduction to the perimeter landscape buffer requirement along Gulf to Bay Boulevard and along the north side; The proposal includes 109 parking spaces; � The proposed building height is 26 feet; and There is no outstanding Code Enforcement issue associated with the subject property. Conclusions of Law. The Planning and Development Department, having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Standards as per Tables 2-701.1. and 2- 704 of the Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2- 704.0 of the Community Development Code; 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3-914.A of the Community Development Code; and Community Development Board — June 21, 2011 FLD2011-04015 — Page 7 4. The development proposal is consistent with the Flexibility criteria as per Section 3-1202.G of Community Development Code. Based upon the above, the Planning and Development Department recommends APPROVAL of the Flexible Development application to permit a 7,007 square foot restaurant in an existing building in the Commercial (C) District with a lot area of 78,985 feet, a lot width of 286 feet (along Gulf to Bay Boulevard) and 262 feet (along Park Place Boulevard), a building height of 26 feet (to top of flat roo fl, a front (south) setback of 7.3 feet (to existing pavement) and 83 feet (to existing building), a front (east) setback of 10 feet (to existing pavement) and 150 feet (to existing building), a side (west) setback of five feet (to existing pavement) and 36 feet (to existing building), a side (north) setback of 4.5 feet (to existing pavement) and 82 feet (to existing building), and 109 parking space as a Comprehensive Infill Redevelopment Project under the provisions of Community Development Code Section 2-704.C. as well as a reduction to the perimeter landscape buffer along Gulf to Bay Boulevard from 15 feet to 7.3 feet and a reduction to the north perimeter landscape buffer from five feet to 4.5 feet as a Comprehensive Landscape Program under the provisions of Community Development Code Section 3-1202.G., subject to the following conditions: Conditions of Approval: 1. That a building permit be obtained for the parking lot improvements, landscaping and building improvements; 2. That, the solid waste enclosure meet city specifications according to index #701; 3. That, prior to the issuance of a certificate of occupancy, all of the proposed landscaping shall be installed; and 4. That any electric and communication panels, boxes, and meters located on the exterior of the buildings be painted the same color as the building. � Prepared by Planning and Development Department Staff: �- 4. ` A. Scott Kurleman, Planner III ATTACHMENTS: Location Map; Aerial Map; Zoning Map; Existing Surrounding Uses Map; and Photographs of Site and Vicinity Community Development Board — June 21, 2011 FLD20ll -04015 — Page 8 A. Scott Kurleman 100 South Myrtle Avenue Clearwater, FL 33756 727-562-4553 scott.kurleman(�a,myclearwater.com PROFESSIONAL EXPERIENCE Planner III City of Clearwater, Clearwater, Florida August 2008 to Present Duties include performing the technical review and preparation of staff reports for various land development applications, assist public customers at the Zoning Counter, the organization of data and its display in order to track information and provide status reports and making presentations to various City Boards and Committees. Planner II City of Clearwater, Clearwater, Florida June 2005 to August 2008 Duties include performing the technical review and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports. Assist public customers at the Zoning Counter. Review Building Permits, Sign Permits, Business Tax Receipts, and Landscape Plans as well as Comprehensive Sign Program Applications. Land Resource Specialist City of Clearwater, Clearwater, Florida June 1996 to June 2005 Coordinates with City Legal Department to initiate legal proceedings for non-compliance with City land resource regulations. Landscape re-inspection program. Plans and directs program to ensure that plant material installed per the approved landscape plan remains in a healthy growing condition in perpetuity and restores deficient landscaped with new plant material. Certificate of Occupancy Inspection. Perform inspections with contractors, owners, and City departments to monitar the installation of required landscape material per an approved site plan. Process tree permits ensuring that regulations governing the removal criteria are followed. Provide technical tree evaluations for structural defects, hazards, proper pruning, and identification for trees on public and private properties. Account Manager - Cherry Lake Farms, IMG Enterprise, Inc. Groveland, Florida June 1993 to June 1996 Supervised and managed existing territory accounts, while handling a strategic marketing plan. Planned and directed in-field inspection program for landscape architects, municipalities and private corporations. Prepared technical training modules for corporate employees and customers regarding arboricultural techniques related to trees. Licensed Marketing Representative Allstate Insurance Company, Clearwater, Florida June 1991 to June 1993 Field inspections of insured structures. Policy service and account maintenance. Store Manager William Natorp Company, Inc. Cincinnati Ohio June 1983 to June 1991 Managed a team of 20 sales people and sales associates in a landscape center. Responsible for teams of employees including but not limited to payroll, budgeting, sales, store and equipment maintenance, workplace safety, and advertising. Managed outdoor staff, merchandised and cared for all outdoor products. Responsible for all indoor staff and horticultural products. EDUCATION GRADUATE — Certificate: Communitv Development, UNIVERSITY OF SOUTHFLORIDA, TAMPA, FLORIDA. Currently pursuing. BS in Sustainability Management, ST. PETERSBURG COLLEGE, FLORIDA. Currently pursuing. BA in Business Administration, ST. LEO UNIVERSITY, ST. LEO, FLORIDA. Graduated July, 2002 Cum Laude. Major: Management AA in Business Administration, ST. PETERSBURG COLLEGE, FLORIDA. Graduated 1998. Major: Management. AS in Ornamental Horticulture, OHIO STATE UNIVERSITY, WOOSTER, Graduated 1984 Cum Laude. Major: Horticulture Technology with emphasis in Arbariculture. ISA, International Society of Arboriculture, Certified Arborist, FL-0414 LEED Green Associate, Currently pursuing MOTIVATIONAL Mentor Award, December 2010 �� R� �, �j � ��r�: T:. `V�}. 1'��I�'a1� ♦ . �'�� Y ��' �� , ..��A4.� ,� w .}, ,F� � >,xt�-.�• ' ^ f 1Y. �v �' � � ..� „rY. ' ' \%� II � J �., . ' " ".; � `�V a % R ',y � �`� � �! :R �� -F'\ .` � � \ � 1. 1� � �.4 , �� i`° r `; + S� ��' �y1 } � ` � '��' � ; � , t ti � , �"�. � ' ' � �� y, ..' , � � �;�� v� o � � a 2 2 �A�� .�� a�li� � �t. � 3�',.� -��_�� -r -r a ..e�• , . ^�,t. �� `..;, 1 p _ ,.. � -�.,� , ,.� � . .� ; '' c i R � ; R i � . a �� F--:--+...�:-- � , �. ��> •,. �j { � �a i: y��. � .y��' 'R� j1 • t � ' % "-? ,c '` e+A ;, ,s.� � �P'.: '�� i��,4 , '1'� � r. „r�a� .�:"�Ij`�' �. �: �} i - r-�. � . 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J AERIAL MAP Owner: Clant, Inc Case: FLD201 1-0401 5 Site: 2680 Gulf to Bay Blvd. Property Size: 1.81 Acres PIN: 17-29-16-66373-000-0020 Atlas Page: 291 A _ _ �_ ,� _ _._._� , �:�`�. Front (south) fa�ade of building Gulf to Bay Blvd. looking west Properties to the south of the subject site , ,_ :fi'��,'; ',�II��``' . ..:k �:� Side (east) fagade of building Side (north) fagade of building Property to the west of the subject site 2680 Gulf to Bay Blvd. FLD2011-04015 Page 1 of 1 0 • � � # , � Planning Department 100 South Myrtle Avenue Clearwater, Florida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 O SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and appfication are required to be collated, stapled, and foided into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 ❑ SUBMIT APPLICATION FEE $ CASE #: RECEIVED BY (staff initials): DATE RECEIVED: '� NOTE: 15 TOTAI SETS OF INFORMATION REQUIRED (APPLICA710NS PLUS SITE PLAN SETS) FLEXIBLE DEVELOPMENT APPLICATION Comprehensive Inf'ill Redevelopment Project (Revised 07/11/2008) �PLEASE TYPE OR PRINT� A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) APPUCa�T NAME: Carrabba's Italian_Grill c/o OSI Restaurant Partners LLC _____.._..__._.____._._____ _�___.---____...__.,____.�_`----._...___�____.---.____.�_ MaiuN� ao�RESS: 2202 North Westshore BoulevardZ Suite_500__Tam�a�_FL 33607 PHONENUMBER: r$j3l 2$2-j225 FAXNUMBER: $13 2$2-9j95 __.S._._..1._ ______ ___.. __.__,._ . _._._ _�_..___� _____.___.._.__.�.__._,_ CELL NUMBER EMAIL: PROPERTY OWNER(Sj: Clari% IriC_ List ALL owners on the deed A�ENr Nan�E: _David _Fuxan of Fuxan Engineerin�, Inc._______________________.__. M,aiurv�,a�oRESS: 15018 Maurine Cove Lane__Odessa� FL 33556 __ ________ - _ _ __ PHONE NUMBER: $ j 3 ']92-']949 ___ _� �_ FAX NUMBER: w��g 13�'J92 ']$�7 �,__._� _ — cE��NUMBER: _ u�813�244-6194_.____.___,.�_.._..__ EMai�: _ dfuxan�fuxan B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) PROJECT NAME: STREET ADDRESS PARCEL NUMBER(S): PARCEL SIZE (acres): LEGAL DESCRIPTION: PROPOSED USE(S): Carrabba's Park Place .____.___._. __.__._----�__.__._.__._-- 2680_Gulf to-Bay_.B1_y_d._,_____ 17-29-16-66373-000-0020 A and B of PROJECT VALUATION: $ $25 PARCEL SIZE (square feet): �ESCRiP-rioN oF REQUESr: _ Renovation of 7007 SF of interior s�ace, renovation of 1596�atio �aces Specifically identify the request enhancement of existin 10' +%- width buffer alon Gulf to- Ba Blvd., (include number of units or square -----._.�. .--_�----- _.___._b'..---- --__--._�__---.----�------- -y --.-.----_-.--. footage of non-residential use and al� ___�roposed ADA sidewalk access to Gulf to-Bay___Blvd�_pro�osed l" reclai requested code deviations; e.9. service. reduction in required number of -----.-___.____---__.____ _ _.T___._.____. �_._____._._. _..�. _�___.______._____ .___._______._._ ._._ _,_. parking spaces, specific use, etc. j C:IDocuments and Settings\derek.ferguson\Desktop\planning dept forms 0708\Comprehensive Infill Project (FLD) 2008 07-11.doc Page 1 of 8 � DOES THIS APPUCATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNI DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN7 YES _ NO X(if yes, attach a copy of the applicable documents) I� C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) I❑ SUBMIT A COPY OF THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR SIGN AFFIDAVIT ATTESTING OWNERSHIP (see '' pa9e �� See the attached deed D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) ❑ Provide complete responses to the six (6) GENERAL APPLICABILITY CR►TERIA — Exp{ain how each criteria is achieved, in detail: 1. The proposed development of the land wiii be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. The�ro,�ect entails the renoyation of an existing restaurant.,�ace. It is located between two existing___,__ _ restaurants_The buildin� is one sto_ry__and_is_similar in size to surroundingrestaurants.__.________._ 2. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. _The adjacent land is all developed._The renovation should enhance the value of the adjacent land. __ -- �e��n�s��-�vi�� u.�g�.si�cl�-a�i�l��.il�ii�g�terior_xi�_��.�s� more attr�.� .__�._�___ thanth��wzexa�.�erioz�__._..__________.---_________..__�__..__________.__._._____._--------__.---------_..._._____ ___ __--------- 3. The proposed development wi�l not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. __ The renovation will improve saf� b_y�royidin�a new ADA route to Gulf_to-Bay_Boulevard� _ � - � — r • - . � � � - • . � � � • . ' . � • 1 • 11 � . .1 � ' . �___. __I! _ .. ' + e. 1 �. �lK%e�/ . . • � �C•�1�� 4. The proposed development is designed to minimize traffic congestion. The existin�vehicular access routes will be used. Since the build�size is not increasin _the�rojected ___ traffic volumes should not increase.________�______,_�________ _ _T_ 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development, ___ _ The building_ele_v_ations will_be ch �ed to match the Italian_theme of the restaurant__These ____�__ � improvements will be com�atible with the oharacter of the neighborhood.__�__.____�_� ��.� VVe pereeive the communi� will welcome these im�rovements,�__,_`_�. _��__ __ 6. The design of the proposed development minimizes adverse effects, including visuai, acoustic and olfactory and hours of operation impacts, on adjacent properties. ___ The renovation will not have any adyerse effects on the adjacent�ro�erties since the buildin�and _____ __use are existing. No outdoor speakers are_pro�osedyThe hours of o�eration will be similar to_�____ __._....su_r�oundin.�r_e�taurant�__---__-----------------__-----------�___.__._�_.______.__. ___� _________._...___.�_._� C:\Documents and Settings\derek.ferguson�Desktoplplanning dept forms 0708\Comprehensive Infiil Project (FlD) 2008 07-11.doc Page 2 of 8 WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ❑ Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVEIOPMENT PROJECT CRITERIA — Expiain how each criteria is achieved, in detail: 1. The development or redevelopment is othervvise impractical without deviations from the use and/or development standards set forth in this zoning district. __ The code r�uires a 15' buffer alon� Gul_f-to-Ba�The existing_buffer is 10' +/-. The existing�arkin�_ _ area_would hav_e to_be shifted_in_order_to�rovide the 15' buffer.__.____.___._�._. __.__�__�_____._... __..___ _ - - -. . _ 2. The development or redevelopment wiil be consistent with the goals and policies of the Comprehensive Plan, as we{I as with the general purpose, intent and basic pianning objectives of this Code, and with the intent and purpose of this zoning district ___We_�r�ose enhancedplantings within_the existing buffer to meet the intent of the code�_,_________ 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding propefies. _ The _buffer is not __a_dj_acent to any_ surroundin�properties. ._---__.___._�_ ----------__--------�----------------- 4. Adjoining properties will not suffer substantiai detriment as a result of the proposed development. The enhanced buffer as well as the renovation will benefit the ad�oinin�ro�erties�_�� 5. The proposed use shali othervvise be permitted by the underlying future land use category, be compa6ble with adjacent land uses, will not substantially aiter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use wouid be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an ewsting economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a Iand use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. -- �e�e�t��t,�.�.� a .��i��i�.�h��x.�.a.�l_�.�ninQ c�te�o v__________ _______________.__ Flexibility with regard to use, lot width, required setbacks, height and off-street paricing are justified based on demonstrated compiiance with ail of the foilowing design objectives: �r. The proposed development will not impede the normal and orderiy development and improvement of the surrounding properties for uses permitted in this zoning district; V6. The proposed development complies with applicabie design guidelines adopted by the City; � The design, scale and intensity of the proposed development supports the established or emerging character of an area; �In order to form a cohesive, visuaily interesting and attractive appearance, the proposed development incorparates a substantial number of th�following design elements: f0 Changes in horizontai building planes; �Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, baiconies, railings, awnings, etc.; Variety in materiais, colors and textures; Cj. Distinctive fenestration patterns; VCI Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. __Th� �si�riQr archite�t�r_�wi1Lb�.�o.m�tihle�.�lt}1�11� aL�1Lt�� r�..9��.a�lj�,��rit t��t�1�r n s,..and_�ill.�_ �a��zQr��_�i�ractive co1.��z��1�._��v.w��..�s�l� nish�c and��Y��.F.�1��.�i1.1�1.dS.��g __..�ill.b.�..add�d�a_all...�ides_of�e_.b.uiiding�_.�_�..._�.__._.�.._.._..�__.___.__._..._�.__e____�.__._---.-----__..___,__ �._.______..__�..___ C:\Documents and Settings\derek.fergusonlDesktoplplanning depY fomis 07081Comprehensive infill Project (FLD) 2008 07-11.doc Page 3 of 8 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clearwater Storm Drainage Design Criteria Manual and 4-202.A.21) N/A ❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. Ali applip6ons that involve addition or modification of impervious surface, inciuding buildings, must include a stormwater plan tl�at demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does no1 qualify as an exemption to this requirement. ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. ❑ At a minimum, the STORMWATER PLAN shail inciude the foliowing; ❑ Existing topography extending 50 feet beyond all property lines; ❑ Proposed grading including finished floor elevaGons of all structures; ❑ Ali adjacent streets and municipal storm systems; ❑ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; ❑ A narrative describing the proposed stormwater control pian including all calculations and data necessary to demonstrate complian� with the City manual. ❑ Proposed stormwater detention/retention area including top of bank, toe of slope and outiet controi structure; ❑ Signature and seal of Fiorida Registered Professional Engineer on all plans and caiculations. ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFWMD approval is required prior to issuance of Ciiy Building Permit), if applicable ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is included /�--� �J, Stormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finisheci floor i� �� elevations shall be provided. CAUTION — IF APPLICATION REVtEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGPIfFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, co�tact the City Public Works Administration Engineering Departme�t at (727) 562-475d. F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) � SIGNED AND SEALED SURVEY (including legal description of property) — One originai and 14 copies; � TREE SURVEY (inciuding existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater}, and location, including drip lines and indicating trees to be removed) — please design around fhe exisfing trees; ❑ TREE INVENTORY; prepared by a"certified arborist", of a11 trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of � such trees; N/A LOCATION MAP OF THE PROPERTY; ❑ PARKING DEMAND STUDY in conjunction with a request to make devia6ons to the parking standards (ie. Reduce number of spaces). Prior to the submittaf of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study wiii be used in deteRnining whether or not - deviations to the parking standards are approved; N/A GRADING PLAN, as appiicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits wili not be issued untii evidence of recording a finai plat is provided}; N/A ❑ COPY OF RECORDED PI.AT, as applicable; N/A C:\Documents and Settingslderek.ferguson�Desktoplplanning dept forms 07081Comprehensive Infill Project (FLD) 2008 07-11.doc Page 4 of 8 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) ❑ SITE PLAN with the following information (not to exceed 24" x 36"): _ J Index sheet referencing individual sheets included in package; �F � North arrow; � Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; � All dimensions; � Footprint and size of all EXISTING buildings and structures; ,/ Footprint and size of all PROPOSED buildings and structures; , All required setbacks; _�/ All existing and proposed points of access; � _-1[.-.. ✓ ../ _.✓ All required sight triangles; identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, inciuding description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all street rightsof-way within and adjacent to the site; Location of existing pubiic and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of atl required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handiing areas and outside mechanical equipment and all required screening � {per Section 3-201(D)(i) and index #701}; � Location of all landscape material; � Location of all onsite and offsite storm-water management facilities; � Location of all outdoor lighting fixtures; � Location of all existing and proposed sidewalks; and �Floor plan typicals of buildings for ali Level Two approvais. A floor plan of each floor is required for any parking garage requiring a Level Two approval. �J SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTiNG Land area in square feet and acres; �� Number of EXISTING dweliing units; N/A Number of PROPOSED dwelling units; N/A ^ Gross floor area devoted to each use; J Parking spaces: total number, presented in tabular form with the number of required spaces; � Totai paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; � Officiai records book and page numbers of all existing utility easement; � Building and structure heights; Impermeable surface ratio (I.S.R.); and Floor area ratio (F.A.R.) for aIl nonresidential uses. REDUCEO COLOR SITE PLAN to scale (8'/z X 11); FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: �One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; � All open space areas; � Location of all earth or water retaining walls and earth berms; _� Lot lines and building lines (dimensioned); � Streets and drives (dimensioned); � Building and structural setbacks (dimensioned); _1 Structural overhangs; See Site Plan REQUIRED PROPOSED N/A C:1Documents and Settings\derek.fergusonlDesktop\planning dept forms 0708\Comprehensive �nfill Project (FLDj 2008 07-11.doc Page 5 of 8 H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A} ❑ LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): , /All existing and proposed structures; _..._� `� Names of abutting streets; rainage and retention areas including swales, side slopes and bottom elevations; �' Delineation and dimensions of all required perimeter landscape buffers; �Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping isiands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required � t�88 SUN6y�; �Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requiremenis of ali existing and proposed Iandscape materials, including botanical and common names; Typicai pianting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and � protective measures; / Interior landscaping areas hatched andlor shaded and labeled and interior landscape coverage, expressing in both square feet and \/ percentage covered; �� Fonditions of a previous development approval (e.g. conditions imposed by the Community Development Board); � Irrigation notes. C� REDUCED COLOR IJ�NDSCAPE PLAN to scale (8 Y2 X 11); � COMPREHENSIVE LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code wiil not be met. I. BUILDING ELEVATION PLAN SUBMITTA� REQUIREMENTS: (Section 4-202.A.23) � BUILDING ELEVATION DRAWINGS — with the following information: All sides of all buildings ^ Dimensioned Colors (provide one full sized set of colored elevations) � Materials REDUCED BUILDiNG ELEVATIONS — same as above to scale on 8 Y� X 11 J. SIGNAGE: (Division 19. SIGNS ! Section 3-1806) ❑ All EXISTING freestanding end attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they wili be removed or to remain. ❑ Ail PROPOSED freestanding and attached signs; Provide details including location, size, height, cfliors, materials and drawing; freestanding signs shali include the street address (numerais) ❑ Comprehensive Sign Program application, as applicable (separate application and fee required). ❑ Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program appiication. C:\Documents and Settingslderek.fergusonlDesktop�planning dept forms 0708\Comprehensive Infiii Project (FLD) 2008 07-11.doc Page 6 of 8 K. TRAFFIC IMPACT STUDY: (Section 4-202.A.13 and 4-801.C) N/A ❑ Inciude if required by the Traffic Operations Manager or his/her designee or if the proposed developmenf: ■ Will degrade the acceptable level of service for any roadway as adopted in the Comprehensive Pian. ■ Wilf generate 100 or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. ■ Wiq affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (12) month period or that is on the City's annual list of most hazardous intersections. Trip generation shali be based on the most recent edition of the Institute of Transporta6on Engineer's {ITE) Trip Generai Manual. The Traffic Impact Study must be prepared in accordance with a"Scoping Meeting" heid with the Traffic Operations Manager and the Planning DepartmenYs Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Development Code for exceptions to this requirement. ❑ Acknowledgement of traffic impact study requirements (Applicant must initial one of the foliowing): Traffic Impact Study is included. The study must inciude a summary table of pre- and post-development leveis of service for all roadway legs and each tuming movement at ali intersections identified in the Scaping Meeting. �'��ra�c Impact Study is not required. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC IMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Pubiic Works Administration Engineering Department at (727) 562- 4750. L. FIRE FLOW CALCULATIONSI WATER STUDY: N/A Provide Fire Flow Caiculations. Water Study by a FIRE PROTECTION ENGINEER to assure an adequate water supply is available and to determine if any upgrades are required by the developer due to the impact of this project. The water supply must be able to support the needs of any required fire sprinkler, standpipe andlor fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capaaty. Compliance with the 2004 Fiorida Fire Prevention Code to include NFPA 13, MFPA 14, NFPA 20, NFPA 291, and MFPA 1142 (Annex H} is required. ❑ Acknowledgement of fire flow calculations/water study requirements (Appiicant must initial one of the following): Fire Flow Calculations/Water Study is included. �re Flow Caiculations/Water Study is not required. __�. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A FIRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFiCANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Fire Prevention Department at (727) 562-4334. M. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are trus and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINELLAS Swom to and subscribed before me this day of , A.D. 20 to me and/or by , who is personally known has produced as identification. Notary public, __ � .. _�.._.___.�.___.__..__�_�m._ ____.____.____ My commission expires: C:1Documents and Settingslderek.fergusonlDesktop\planning dept forms 0708\Comprehensive Infill Project (FLD) 2008 07-11.doc Page 7 of 8 Mar 21 11 05:28p PACETTA 386767779� p.3 0 N. AFFIDAVlT Td AllTHO�tiZE AGENT: �. Provide names of aH property owners on deed — PRiNT faN names: Paut:�T._Wyatt ofClant.Inc,.._.._._._._._____.._..._.._.__._._ _ .P� Bax.290727 ...... _.__ _..____ _ _. . .. �_. . ._.__._._. __ _ ... --._Port.Orange, FL 32124-{}727_ ......_...___-----...__..._.. 2. Thai (! amlwe are} the ow+ner(s) and record title halder(s} ofthe following descdbed property {add�ss ar genera! loca#ion): _, 2b8,0. Gulf to Hay Bouievard_._.---- 3. ''hat this properiy con�ituYestlie properfy iorwhic� a request for a: (describe request) __ Sit�,plan_ap�rxoval. re�at�d to_renovation of an existi,ng res#aurant_space for theproposed_....__.. ___ _. ._ .__ _. Garrabba's Italian Gciti at Park Place 4. 'fhat the undersigned (has/have) appainted and (doesldo} appoitn: David Fuxan of Fuxan Engineering,. Inc�.----_.____......_,_.. _._.._......._._..._.._.__..__.._.._......_.__ _._ _.___._.---._.... _ _ .. ..........._.._.......___.,....._..._. _. ._ . as th�sJtheir) agertt{s? to exed�e arry petitions or other dacuments necessary fa aftect sicch peii!ion; 5. That this a�davit has been eacecuted fo ;r:duce the Cily of Cieanvater, Fforida b oonsider and act on the above des�xibed p roperty; 6_ That si:e visits ta the property are necessary by C€ty represen�tives iri arder to process ihis applicaaon and !he owner authorizes CiEy representatives to visit and pnotog the property described in this application; 7. That (�hxe}, the ned �, reby certify the iore oing is trve and correct. h �� -------•--� __ ....._ _ --- __..___.__. _.. ....... _. ._...-- - _..._.__[i.!..._. �1 . .__.__.______.__..__._..____...--_ -- ^ �� Prope , ner Property Umer _.,._.,._.._...__.__._._..._._...__._...._._..._ ...__....._._.._�...........__.... f�raper#}+ C)wner STATE QF FLflRtQA, �OUIN7Y OF PiNEi.LAS ----•----__...._._...__ ____._._._........__.....__.._...._._.._..__ Proporty Owne• i . Be#are me the undersigned, an officer duly commissianed ty the laws of the StaYe ot �tortda, on this e�%i � tiay of � . ___...._ Y _._. . . �rC.t.2�� , G�I personaltY appeared �� C'/��' �G�� rl-1_ 4-'�? who havi been fifst dul swom _._._.._._. �.,�.._.. __- --.-�----. __ �..�._.._.�.._----.____... deposes 2��tet says that he! t s of the a�davit that helshe signed. w�.a ,,�.�� r'�.�' �: h4Y G0� �ON � EE D08d53 i s z'u' � ' ..0 ; ::�; ZC, "?a14 y : � F,XP!r�F � Puotic th��PS %� ,,�% —/�>L� . � �,�' ,.�`�&.� �°"r�d Tmv i�aH !L� i✓G - iG�% �" . t .� -t.�- .� �lotary Publia Sigrrature Noiary SealiStarr�p �Ay Commissioa Expires: �"�'� � w�t ._...__r.. .��-�_r� __'�__l_ �!.'....._._..._._____ G'iDocumetib aM! Set[t�yslCtrak.fergusonlDeskrop�tannMg deptMrtr.s 07885Ftexida Slandard Deveropment{fL3) 2D7II 07-11_tla Pagc'7 cf 3 �� l I� � �� . .�'; A S P H ; II ii II �24 i� 10' REQU�RED S II I� �I I� BUILDIN� SETB II o3s� �-_____� � �___=-..._ �' � FOUND i/2" iR " N 89'48'59" E ILLEGIBL 6'x4 N 89°46'01 "x E 7 x �� . 8'x4 6�x4 � Q�e• --- - -r - - �-------------------- I I� T I T� -r �-- _� _ � i � --� i�� i° i�.. �- J � � � I I OY �' I � j P� � ..... � o _ � � ...._....� ............... ' � i I � � I / � % o � � I I I � � ; � i. ; 10' b�"EQUIRED SIDE � � ' BIJfLDING SETBACK LINE 60,°; ; x�6- � � o� f,. ` � p i xk6 po � �z � � z � � % � � ►� � � 0 1 ; : o�- ii � ( 1 e �` �' �� ii i,4 a4 II Q,2• I I ��'�� ,; , i �L --� =-JJ L J��I � 'r � � J I, � �1e• 024• �I1 ' -- ; � E X I S T I N G M A S O N R Y B U F F E R � I `; ; k WALL TO REMAIN � �y6' � ; �� FOUND 5/8" IR L2 DESCRIPTION: iPer Ownership and Encumbrance Report provided bv client) A portion of parcels A and B of PARK PLACE OUTPARCELS recorded in Plat Book 113, Page 60, described as follows: A tract of land lying witthin the Northwest 1/4 of Section 17, Township 29 South, Range 16 East, Pinellas County, Florida and being more particularly described as follows: Commence at center of said Section 17, same also being the point of intersection of the centerlines of Gulf-to-Bay Boulevard (SR 60) and Hampton Road (CR 144): thence S.89°46'01"W. along tihe South line of the Northwest 1/4 of Section 17, same being the centerline of Gulf-to-Bay Boulevard, for 1507.65 feet; thence leaving said centerline N.00° 13'59°W., for 7621 feet to the point of intersection with aforesaid North right-of-way line of Gulf-to-Bay Boulevard and the Westerly right-of-way line of aforesaid Park Place Boulevard, said point also being the POINT OF BEGINNING; thence S.87°17'49"W., along the North right-of-way line of said Gulf-to-Bay Boulevard for 251.97 feet; thence leaving said North right-of-way line N.00°13'59°W., for 143.12 feet; thence S.89 46'01"W., for 10.00 feet; thence N.02°15'23"W., for 51.34 feet; thence S.89'46'01"W., for 5.00 feet; thence N.00°13'5�9"W., for 90.00 feet; thence N.89°46'01"E., for 75.00 feet; thence S.00°13'59"E., for 10.00 feet; thence N.89 46'01°E., for 228.33 feet to the point of intersection with the aforesaid Westerly right-of-way line of Park Place Boulevard; thence along said Westerly right-of-way the following two (2) courses; (1) thence S.00°13'59"E., for 229.66 feet; (2) thence S.45�9'32'W. for 48.58 feet to the POINT OF BEGINNING. Containing 1.81 acresn more or less. TOGETHER WITH an easement for ingress and egress for pedestrian and vehicular traffic recorded in warranty deed recorded in Official Records Book 5632, Page 88, of the public records of Pinellas County, Florida. r.�. � r " x�y9� x,�9� 'h6 x°c5� x°`� �i "��12' �� I ff ��........_. a 0 �,6 �.� �- �l. � � � �� 6 x � ALT DR�VE/PARKI NG " , kg� �� x'h0$ X�ati X�� '�._ ._._I..I........_, . II I ; \\ ..,X � ,.x-��..._._........._...._X��.... , , o ,��•, �,�;� ,�� . I I �...... il � ��. ;' �� X,y06 x�y0`l `f ,`' X�g'L ��0 x,�0• x f x I •{ 22 � � II � IDE � � % �� x �9 6 9 �'�3 � � \� ( X�.�� ACK LIf�E �� i x� o x� �� . . , � c, : : ; - I i xk�0 ; x,��' x x�y �,� • O £ \ I < . __ i - _ __-- / : -� ._...... , � �' I I rT�BACIK OF CU B iTYP) l.I�� 1 x� � �� i \�= t.. �....., �.. ��`75.�0' �i �..Q'.REQUIRED SIa�E p x�a• '° ,._. _.._....... ' ` a , xk°'� BUI�DING SETBf�,CK LINE xk°`� �'! -- '�� EXISTING 6" .' I� j� 5.OQ' � 6• ,-- �` I ry ; ' � , i :I� �/ � � -__ ; FIRE MAIM.. ,,�.-�._.. �' , � 24' :� � f `:. x FOUND 4°x4" CM�,��°' , � p��` N 89'46'01" E�...�`�$,33' (D) _ t, -,....-.��'"�_., ,...+• � �� i ; ;, p'� ' � �` '', � x [}22'x4 . �� ' � �., . . . : ; � - J r'PLS 3612wPRM x�� :„�.....__; N 89°48 59 E 2�8.33 �x,�° �+.g.e ,• N, 2 /j� ,� I -- � , _ �., . , - , � i2- ,.--'' EXISTING 6„ "T ----= :.--k .- � �- . 12 � �. 4 ,s 4 . ti . � i � � WATER MAIN I ' � � �-r--�----�,-_ 22' � � ------------- ' 20`,. � G� � T� ' � -- _-- - ------- - I '' • � _ � i �� i �� i i ,�� . ,., _ _ _ _ _ _ - - �.__.. ...._. -�".. �.. ,.. � - - -� � WM WM i i t•.... � t ---- � ! - - -- • - ,' - - - _ - - - _..._ -`� WM WM � �- WM /�� ; `. �� . � � �O I `"-.-,-1- -r- --�.--�.--- -- --- --- -�t>°'� -r - � ��--- -----------------------------f----------------------- ------------- ------------------°� �^ ......._ _.. I N I i � ..................._.f �: r � ,.l' `'.: A S,�� H A L T D R I V E 9 I•.....__...._..._..,.., r' 0 i i '"�� i i'.... • �� `�.. �`' �� 5`' O �6 � ' ' EXISTING 18" RCP o° � i i 6 °vr-,EELS�TOP .i ,... 0�2O�o�1,�� , �y5 �,. EXISTING -xo� �. h� _-n�-T-----�� __---------I--�� - i a • i ��i `,. � '�-.. e�'�' �- FIRE HY[�R/ZNT`� ................ N -�-T----�- ---------- -- , X�• (Typical) � i kh� i � _ � ,� o� ,...� x � � .._. �,�,_... � X - - - X i `. i kk. " '�-. % X �''�� O i .. ,�, �,, .. -,._.... ._. •... • �•�_. `, ! �-.. , � EXISTI�I "�`0'` SPrNITARY � ,�.,.� _�.__.__.........._...._�.. SS • -:----- - ------- -- '---�-- ,----- ------- --�-�---=c-- -------- ._ .� , -- --- +� ASPHA,LT DRIVE/PARKI NG""............�.... �R �y� ,r - _--� ``:: I D�, � ':20� �� ------ _�_--- *- - `� h�`' EDGE OF PAWEMENT TYP � ` 43 43. ' � ��h0 �` �----`----- 3 ^- - I N N Xkyh ��y� x _.... 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':, h�� - - - _ _ = x ---------��r zll � > ,--------� �� EXISTING 6 � � $ � -'- I 1` N 2s.�' x� .�a�. ��°a Xg"'" I � S S h� II . n I � ; I ��y:` � II I RECLAIMED MAIN d � � �� ,�LB 61 13" �� ` 5 • � EXISTING ao x ��.� �` ��9 ,� �y � I� ' X � I ° i � x � � � � � ,_l �� , ,`` 6 5 � h� � ��' II �:� _ IF-------- w =� ��g• �BACK OF CURB (TYP) I � i' 6.6'± `,� �(i,�F•+ A/k� UNITS °' .s ; � - _ � 150.1'± � F � � _ � I � J �� -r i T � � ' •o �s �aN ROOF 2e.a' :` 4• ..... +. ._ -..--- ,� ' , ;y' �� J � , �ry.� Q g• f � � II I �� -- -- II k• �O x� �o x i , � o� ry � k^5. �`L• i i i i �,�J., ,I�. =''l; �, �-.... `r�'c��'�Lc �;__...�.__ � �I 5� �1-------- � i 2 " . xe a xa • � " ; � � � I i� �� I x2 • , \'`�?�� ....--------�,"!� REMOVEROOFOVER `"' °`� � = 28 ,, I I I I I'7. 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Q� II I PROPOSED 1 RECLAIMED SERVICE _ i i ,,-- i i ..,.._........�...-.t- i � ; ° �{ .a� BETWEEN BUILDING _ 9� 2a� 24� � 20� �-�� s� 20� � 24� 3� � � .. 10' . �;. . � . , ..� �-�1'� < � % k�� ' AND DUMPSTER PAD CARRY OU-f DOOR ,>>� �5 '� 35'x 12' LOADWG SPACE =� ; � ;� , `, <.<.::<.<: � k�--- ---�I �F-------- ,x '.,. � ;--20� --- ; N� f,' ST I I 5 J� II � BY CITY, CONTRACTOR SHALL C�ALL , a - " e I'.. , � � f� � � I � a 9 «::::::.. �---- II � � y � I� "' �, . s � CITY CUSTOMER SERVICE TO R�QUEST � EXISTING �1� N N I �� } ^� �� °� � 6 ; W �� SERVICE 727-562-4600 , ::<-w:::::::.: : ', .,�":�;.: ::_:s,,.: � a GATE 11 �� 1 4• N; E X I S T I N G �: >::�. , °-'� 7 � �k� Z�k$ --- ~� I��-..,...... �------- ��` , I;. � I I I @ -- II -------- I � �. �� ' � �� y. � Xs ONE STORY MASONRY ' ;, ��y �k� IIx Y x - _.. �� ...-- ;. �,, � I � � � I I I . . � � N� 9 N .c�v �61 � tn X _J �y,� 10' REQUIRED SIDE � � BUILDING SETBACK LINE Z z �__ .-�� (t ! L 1 � � -� SET N&D "LB 4514" � 14 FOUND N&D "PLS Z512" � X 0.09' S,-2.-2'EYE-�I FOUND N&D "LB 2610" II � �'� 0.31 ' N, 2.1 �' E. � D�6' -�-?�-- �� '�i x Z'NQII� � -� -�-�� a �I : �'� �� -o--w -- �) > �� _ �, _ �I � -� °� I � �� --o � i � ' � �� o S c = Z z �) �� c�'� ......�I �� iU� i 10' REQUIRED SIDE a BUILDING SETBACK LINE `:_ ��° � RS 9� �---�� X�`�• f� - - /I � NEW ADA �" - A CESS ROUTE C _�� ,CI , x : (I � ,. , o ,r.. :: . x z II . CONNECTTO EXISTWG X��.. � _..._.� ``�� "�a' :, � �� I II �a.�e �-----a' `�6c�` � ; BUILDING� 6'� 8�° : ��,� a II , Q �'la I II IRRIGATION SYSTEM �___ __;�� I� I I Q II - � u�� -.. ET , FF = 46.68 .�;�j � �o a x-------- �-------- i . Q4' ° ��` � � � � EXI�STING �`'' -_..__.._._._.�--' �60 II�� I I ' o _.....�� BOLLARD } II �� , a � � __...... � � M � oc x , , � i� , � ��. �. 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I'�l :,:, .. : 1 �MESE REMOV�, FX-4ST6F�� II ,� -�....__... � �I �� q -_ ' � ''/ x� II ` �I II I EDGE OF P.AY�p dE�i�YP�. I� � I = 2 . ��. i � ., , h �#,, I � � " " �' CONCRETE � � � � , CONN. . 2 ,}' � »°� C1�R8�AND INSTALL � co�uMNS �um1 �� I �I 1 o � � ,z � '` II �xisT�r � - II �IRE M� (� � � � 0 � � ��il ��d � �� o i � / � G � � � X � � �� r � ��s- ' � � � 1 � O ��ti �� x� � , � . o , _, � . , � - � - � 25' REQUIRED FRONT BUILDING SETBACK LINE --------- �--. . _. ,. �r - t -�-__-_- � `! r�' � ' . .:...:: o, ...� _... _.� ... � � ;:;::;. . `• �'HANDICAP RAMP � MEra� �NC�iNC / . II : 1I � I� - I f _ ;"; _ , � . � ::�::: � S . . .- . B�EEN , . . {},� II �� ; � �- � I � ,,' 0`�� I I .. .�� I �'� 9 ,. . . 6�� Xa . ... . .. .. . .... ..... .... � ;:::;: :::f: 36.2' < . l 14� 0 ; � � 'h• i Q ::::. : �:::: ::�::::.::::::. � ,. . < I I � ; _ � X J J'I I, `;: :.. , < <% �3� II �� _. _ � °` ;- � .9�� ` _: ;�� 1 ------II ----�i ir ------- � _ ' � �� ..; >':`>:` ::.::.:..:...... NEW ADA ,. , .. SC � � .. . II gh X � - � � �� x��' , $ ' '� ...::il � EXISTWG 6., `� ACCESS ROUTE � �� '2' �'�• I� I� I , � i 4 �� a. �� ; �� , RECLAIMED MAIN � 4i.. k i . . � . : w: i. r. i � L :::��: . '. . � .... . . . . ' . 1 f � I ; , � % � � '. � � � � . k. D?`� �� % �� - - - ----- � ,,' � �-.:...s....:...<..,._: ........:.:: :" - ,� • { >°::.:>--�-: . .� •. �+ � , - - - ----.� � • WHEEL STOP � , . , , >;;:.......<...;...;.._; _' ..,.. :,�: <,-a'S' --.- - - . g� � r . y5 �., x + ,-------- � ( � ; ; �:.�. .. :;.:.;.:.;: . . � . : • • D� ,_ . , `L � •.. :::::: .::.::.::.:: . � . . , . � � . . 6 . I...: :.......:.: :..........:.............:......11 � h -.;» .>: :;::>:>:. . � � � 6� , � . � ._ _ - � , o � ' R k - � - 1 � . s<a;: ,:: ,�,."". ,� I I L . 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' � i � s��5= = o� � i� _ � _ _ _ - _ _ _. � � `° � ' g0 ��c s�. °` �k � 4 � . � . Sy _ 44 k� h�� _ _ - _ - - - P � � 0�� 0 �1 �i�i$t��iCi 2 � �,6 � �°`' S1'[' � �_�. �_ - . 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EXISTif1�G 8' SANITARY MAIN� � yy O kti� 9$ ``..:'f i ��J i � -- ----------°`ti_: °c��_�, • O . � �. . � ; 1: ��;sT�� 8 � 1� 1 RS ----a------�- - 1 i : \ � ti °c .:� � �. �� ' - 1�A�'El�;fl�IA��t : < �� k,�.��. �ke�'` ��,h '+ x�� °c = - _°� i _ `"� ---1- ----�-- , i �� . \ I , / 1 � " `.... " -- f�ss•_ _ .�- ------�- ----�.-- , i , i F � 9� / � � / . � 0 �-� •yI- 0�f OU � I ,�. - --�----- �� --- A�D`• � ��. I � I � tv � 1 } / '�....� `Y•�6 '� '' �� 4ti 3� ' "� � � '� RS -- -t--- 1 I o p� �4.29 � �'_' L_ __L--- ��------I---- VERii�T POWER TYP) I -, =�� t � 44J8' � I�, � I 9� - � II`-_....� 'h . h rL, << • ;�' � t� ' 9 `-� 1� � � 9 � �� . � � - �.yh�,,. . : .. aa.4�°� I i � i � +...._._.w. 4 a__.- i; i �h a� E ISTIN�`; i r----� � o, 1- f'` f�a� ": � ��o- I l I I I `1"" ....".._.� I I; I k�' x�` � � TYP. I � �� ' ' Xe}5?�I I I � � �':. 9 S p H A L T D Ri l V E/ � P A R I� I N G �,'r` � II LI�HT Pb�E � I �� 1 1�� RS -.�• ,....:. � D��S,� '`�' � �` �' �k\ � `x 1 1; 42 7 p,� �� ' 0 1 24 i � ; -� i i .._�---_ �........ i , ' i � I , zs{}so'.sa' �, �l��-� i � + -_ .,..i �� -� �' - .-; - - .�, - �o xo�, ,. �' ��.� RS � � �, < < � `� "��1 � L - /� ___.- � •O I� I I I li TYP. I .,.....a...__1y '(.. � _i. I � � � O 4 12 y _ -�� _ � _ �: 1E • BACK OF CFJRB �) x�` � .�....6�. � �c� . � � T�� : � �' < D� I I; o I� I�-- "�! I o I o I''' � I a I �q�' �k9 9 �72' - f` 44.11 j ': NORTH ��W OF p�� %� �• � k�• / RS �� ..� :1 L' G 1 .�` � � �:. �• a. � 1- �- -,� - -1��Q= - � -�.�t� _ = S -�� x p I �± WI � BU�,FER _ a��,, �l // � / . �, � ` � ; << � 44.6 LEX DDCV '`- - - - 45.t '- - - - 45.2s g�° 7'49" Wx�`251.97 � ) �XISTING 1�� GUL'�,_ TO ,f'AY BLVD _. p ' TC t� � i _ _ '� > » � � � ` --- _. , e� . 0, // _ir' 7C �o• �o• ";' �ox�� ?C�o• �z• �4• S 87°23 52 W 252.2� GAS 1'��1/ '� `�. ' GAS' ' 1• 1. , k1• �• L' � ; .x°`i � �- ,y �-< �A�'r / �==�'-- �_. Q.. , � , � ' y- - 6 � �,/ GV 'I �1 I p• 10� J ��J'f SIQEWALKc� ' � �' �.� ��r�au.� � -,i�'-WM -��r-- � 0• h R/W UNE ' --- � � ,r.� - � ------ / M x WM WM � Ag , +� �,� � „y. 4, � . � _i�- - -yyp� - �.v� � i o WM (� IN �- �YM � 1 � 1 . G ' � .�b%• ' � � .. 'I �� .t�M- - � _ - -'_ _ --'- _ _ --� -- - _ = _ _ = = � `�'o. 06 � l R$ � _ < < � . �� .. ... . j -------- .�-- -----__ _-___-- o - OINT OF BEGIf�PI�ING -_ �� '-"r.Y' i ' ' < < � . � . . ,- y . �. ,....._(.... � _ - _' � - � � - - -�E- = _ - - - - URB �TYP� �a'�. o - - _ -� � :.: �`��•� F c �IN � . ..._ .�, . . .�,. . �6 � 4, M � :- .__- .... - r_ - - � _ - - - - - -,:.� _ - - - - -�� encK o TERSECTION OF NORTH k. .� . �� c . . _ �,- _ ._.. _, _ _ .- EDGE OF PAVEMENT � � .1� .. _.'�'" � '. =W �g,3.,�1- _ - - - - 42.8 - _ - - .�.- � � .,� �- ..........._.., _ - _ - ��'� '� ` '� 'r �� F GULF T BAY LVD EXISTING 12" ....,,. o- : ' - -WM _ _ _ _ _ _ _ _ _ _ _ _ � - - _- - _ _ - ��_ - EXISTING 4" �`�L��-BA YBL I/D. , AND WESTERLY R/w oFB WATER MAIN I X�95o FOUND i/2" iR ��- O GAS MAIN AKA SR 60 25 REQUIRED FRONT FOUNDP AIE &LDIDSK � "�B 2610" EXISTING 12 � � BUILDING SETBACK LINE R W VARIES "PLS 3612 PRM" � REMOVE EXISTING CURB WATER MAIN �� - .�STFtIPING �) - - - - - - - - - - - - - - - - - - - - - - - - - I CONSTRUCT 12'± OF 5' CONCRETE - - - - - - - - - - SIDEWALK AND CONNECT TO EXISTING GULF TO BAY SIDEWALK NEW FIRE HYDRANT BY CITY OF CLEARWATER PUBLIC UTILITIES EXISTING 1 1/2" METER, 2" BFPD, 6" DDCV, AND 1 1/2" IRRIGATION METER RCP = REINFORCED CONCREfE PIPE PVC = POLY-VINYL-CHLORIDE PIPE IP, IR = IRON PIPE, IRON ROD CM = CONCREfE MONUMENT N&D = NAIL & DISK (F) = FIELD DERIVED MEASUREMENT (D) = MEASUREMENT PER DESCRIPTION FF = FINISHED FLOOR ELEVATION TYP = TYPICAL R/W = RIGHT OF WAY AKA = ALSO KNOWN AS O = FOUND IR (SIZE & REGISTRATION NUMBER AS NOTED) 4 = FOUND N&D (REGISTRATION NUMBER AS NOTED) QO = FOUND IP (SIZE & REGISTRATION NUMBER AS NOTED) •= SET 5/8" IR "D.C. JOHNSON LB 4514" ❑ = FOUND CM (SIZE & REGISTRATION NUMBER AS NOTED) LEGEND X = POWER POLE es = ROAD SIGN m = TELEPHONE EQUIPMENT BOX V = CABLE N FLAG � = GUY ANCHOR ic = TRAFFIC CONTROL BOX � = WATER METER PB = PULLBOX O = GUY POLE (CONCREfE) = LIGHT POLE ss = SANITARY SEWER MANHOLE O = BOLLARD fY = MEfER POLE ❑� = ELECTRIC TRANSFORMER s� = STORM MANHOLE ❑� = FIRE HYDRANT � = GATE VALVE o = PosT � = SPRINKLER CONTROL BOX �r - ; Q�2' ; = TREE CANOPY : �� p = OAK TREE (SIZE INDICATED) X = PALM TREE (SIZE INDICATED) {? = CAMPHOR TREE (SIZE INDICATED) O = ORNAMENTAL TREE (SIZE INDICATED) � = HICKORY TREE (SIZE INDICATED) = INLEf Xk'��= SPOT ELEVATION � = SANITARY STRUCTURE NUMBER Q = STORM STRUCTURE NUMBER � Si� - CONCREfE ,� x CALL 48 HOURS BEFORE YOU DIG It's the Law! 81 1 or 1 -800- 432-4770 SUNSHINE STATE ONE CALL OF FLORIDA, INC. � � $'1 I x�9� � � 4O STORM STRUCTURES STORM STRUCTURE #1 INLET GRATE = 43.34� 18° RCP INVERT E= 40.09' STORM STRUCTURE #2 CURB INLET GRATE = 4228' 18° RCP INVERT = 38.83' STORM STRUCTURE #3 INL� GRATE = 42.04� 18'� RCP INVERT W = 38.71 ' 18" RCP INVERT N = 38.28' STORM STRUCTURE #4 INLEf GRATE = 39.73' 18" RCP INVERT E= 33.37' 18" RCP INVERT S= 33.49' STORM STRUCTURE #5 CURB INLEf 15" RCP INVERT = 36.46' STORM STRUCTURE #6 INLEf (CONTROL STRUCTURE) GRATE = 42.93' 15" RCP INVERT NE _ 35.99' 40 20 Q 20 40 SCALE: 1 "- 20' VICINITY MAP PINELLAS COUNTY, FLORIDA SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST SITE DATE TABLE: Building Height: 25' maximum Parking Spaces: Required 7,007 sf @ 15 spaces per 1,000 sf =105 Provided 109 spaces including 4 handicapped spaces Gross Floor Area: 7,007 s.f. building plus 1,596 s.f. patio Floor Area Ratio: 0.09 Lot Dimensions 260'± North/South and 300'± Ease/West Exisitng Building 7,007 sf 8.9% Parking, Driveways, & Walks 56,440 sf 71.3% Patio 1,596 sf 2.2% Open Space 13,942 sf 17.6% Total Area (1.81 ac.) 78,985 sf 100.0% Impermeable Surface Ratio: 65,043 sf = 0.83 1.81 x 4-3,560 z _ SHEEI" NO. II DESCRIPTION 1 of 2 2 of 2 L1-L3 ELi, EL2, FS1 1 of 1 1 of 1 1 of 3 GENERAL NOTES: S ITE P LAN DETAIL SHEET LANDSCAPE PLAN OSI BUILDING PLANS BOUNDARY SURVEY TOPOGRAPHIC SURVEY KING FINAL SITE PLAN 1. Site address: 2680 Gulf-to-Bay Blvd. Clearwater, FL 2. ParcellD: 17-29-16-66373-000-0020 , 3. Parcel size: 1.81 acres 4. Required setbacks: South 25' East 25' North 10' West 10" 5. Zoning: C 6. Future Land Use: CG �� 7. SU � b�ect property appears to lie in Flood Zone X according to Flood Insurance Rate Map,Community Panel 12103C0128G, dated Se temb r 2 p e 3, 003. 8. Clearances of 71 /2 feet in front of and to the sides of the fire hydrant with a 4 foot clearance to the rear of the hydrant are required to be maintained as per NFPA1. 9. NFPA 1 200 Edition Chapter 3 General Provisions 3 6 Access Boxes, a Knox Box shall be provided for Fire Department rapid entry. Form can be obtained at the Clearwater Fire & Rescue Division of Fire Prevention Services 610 Franklin St. Clearwater FI. 33756, Phone 727 562- 27 F - ( ) 43 , a�c (727) 562 4461. 10. Must meet the requirement of FAC 69A60 Florida Fire Prevention code to install signage at entry doors. You may contact this office for a oopy of details at {727) 562-4327 x 3062. 11. The alarm system shall be a voice evacuation system. 12. Knox Box Caps will be required for the fire department oonnection. 13. Signs are for illustrative purposes only. SITE CONSTRUCTION PLAN CARRABBA'S ITALIAN GRILL PAR K PLACE CLEARWATER, FLORIDA Prepared For: Carrabba's Italian Grill of Florida, LLC c/o OSI Restaurant Partners, LLC 2202 North West Shore Boulevard, Suite 500 Tampa, FL 33607-5761 Phone: (813) 282-1225 Fax: (813) 282-9195 10'-8" �~ Max 4' Min. � C 4' ��- 6" dia. Steel bollards o ConC. Fill@d (tYP) a � �� I o� � c°> o a e � co � 2� ( clearance min. 00 P LAN N.T.S. 6' 14" swing gate (typ.) � drop pin hole (�P•) Tie beam with 1-#5 rebar continuous 12' clearance min. drop pin (�vP•) � 6" � 8" • 8"x 16" concrete footing w/ 2- �5 rebar (typ.) ELEVATIO�N N.T.S. DUMPSTER ENCLOSURE SINGLE NON-TRAFFIC BEARING CITY INDIX NQ. 701; 1 OF 3 N.T.S. NOTES: 1.) WPJ.J_S a.) New construction: maximum 6'-0' high ond constructed of concrete block (8'x8"x16'�. Materials used should be consistent with those used in the construction of and architectural style of the principol building. (Section 3-802 Materials) b.) Existing: maximum 6'-0' high replacement materiala can be made of the same materials as long as they are made of approved opaqua material. 2.) FOOTINGS S'x16" concrete w/2- �5 continuous rebar imbedded. 3.) CONCRETE SLAB Monolithic. min. 6" thickness w/imbedded 6"x6°/ 10x10 welded wire fabric (W.W.F.), 3000 P.S.I. with fiber mesh reinforcing. 4.) CONCRETE FlLLED CELLS With 1-�5 vertical rebar tied to footer steel at each comer and evsry 4' O.C. 5.) GAIES Constructed of min. 1-1/2" diameter galvanized tubular skeel w/privacy-type slats insertad in galvanizad steel mesh fabric, hinge-mounted on min. 3" diameter galvanized steel pos� (Gates and post conatructed and installed per applicable building code by licensed fence contmctor). 6.) DROP PIN 1/2' dia. 18' long metal rod gate latch. Provide 3/4' dia. hole 6" into concrete for rods. In asphalt provide a 3/4' P.V.C. sleeve, 6' long, or equal. 7.) SOIL Soil bearing capoc'ity to be at least 2,500 P.S.F. 8.) BOLLARD 3'-6' high. 6� diameter steel pipe bollard filled with concrete. painted troffic yellow. imbedded 3'-0' deep in 18' concrete foundation. (See Detail) DUMPSTER ENCLOSURE NOTES CIIY INDEX N0. 701; 3 OF 3 gate (tYP�) 1-#5 at 4' center 3000 p.s.i. concrete slab with fiber mesh reinforcing - monolithic, min 6" thickness, 6"x6"/ 10x10 W.W.F. CONCRETE MASONRY WALL CONSTRUCTION Materials, conatruction ond quantity control of mas�onry shall be in accordance with Unifom► Building Code (UBC). Chapter 24. General conditiona and conatruction requirements shall be applied as specified in UBC, Section 2404 (f). during groutad masonry work. 1. All reinforcing ateel ahall be deformed bars conlforming to ASiM A-615, Grade 60. Vertical reinforcamant shall be placed in the center of the masonry cell. and shall be held in position at the top and bottom. 2. If a slab dowel does not line-up with a verticall core, it shall not be sloped more than one horizontal in six ve►ticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or aquivalent) at 15 o.c.. 4. Hollow Load-bearing Concrete Masonry Units sholl be nom►ol weight conforming to Ab"TM C-90. with a minimum compressive strength of 1,900 PSI. 5. Mortar shall be type M or S. in accordance with ASTM C-270. Place all mosonry in running bond with 3/8' mortor joints. Provide complete coverage face shell mortar bedding, horizontal ond vertical. 6. Coarse grout shall conform to ASTM C-476, witth a maximum aggregate aize of 3/8", 8' to 10' slump, and a minimum compresssiva strength of 2,500 PSI at 26 days. 7. Minimur►z 3" X 3" clean-out holes (saw-cut) are required at the bottom course of all cells to verify grout placement. Clean-outs sholl be sealed after masonry inspection-provided in accordance with ACI 531-4.6. ond before grouting. 8. Prior to grouting. the grout space ahall be clean. with no mortar projectiona greater the �". mortar droppings or other foreign material. All cells ahall be in vertical alignment, and shall solidly be filled with aoarse grout as apecified. 9. During placing, grout ahall be conaolidated with flexible cable vibrotor. First grout pour ahall be stopped a minimum of 1- 1,/2' below the top of the middle bond beam masonry. 1'-0" STANDARD PRE-PAINTED DISABLED PARKING SIGN ON 1/8" THICK SHEEf ALUMINUM ::.`� ;�•:.`• . � �•� ; � �•� ""` :`::.� . � WHITE BORDER & SYMBOL BLUE BACKGROUND BLACK BORDER & LETTERS WHITE BACKGROUND (TOP OF THE SIGN) (MIDDLE OF THE SIGN) BLACK BORDER & LEfTERS (BOTTOM OF THE SIGN) WHITE BACKGROUND I � _ 12' GALVANIZED U-CHANNEL POST - (2.5 LBS. PER FDOT SPEC.) 8n � TYPICAL HANDICAPPED SIGN DETAIL CITY INDEX N0. 119; 1 OF 1 N.T.S. � C J � 18" Min. 24" Max. 8" X 2'-6" CONCRETE MASS. FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH APPROXIMATELY 1 /2° ABOVE LEVEL OF TURF/SOD. Max. 15' - Min. 4' Distance Varies NOTE: ALL LEITERS - 1" SERIES "C" Back of Curb or Edge of Pavement � NOTES: ��'�� -��'��yi: 1. STEAMER CONNECTION TO ( �� FACE STREET. � I ( , 2. ALL F1RE HYDRANTS TO HAVE � Va Ive Box 5 1/4" v,4�vE sE4T. � c � ONLY APPROVED � (See Note 4) 3. FIRE HYDRANTS SHALL BE � � Kennedy Guardian No. K-81 D PLACED AT STREEf CORNERS � � � Mueller Super Centurion No. 25 OR IN THE R.O.W. ADJACENT I I TO SIDE LOT IJNES � N Mechanical � American Darling B-84-B WHENEVER POSSIBLE. i Joint Valve �� AVK-Nostalgic 2780 4. SEE INDDC 402, SHEET 1 OF 5 , FOR TYPICAL VALVE BOX SEITINGS. 5. SEE INDEX 402. SHEEf 3 OF 5 � � FOR TYPICAL CONNECTIONS & FITTINGS. I I 6. HYDRANT RUN OUTS SHALL BE MAXIMUM 10 FEEf OR LESS I I � Restraining Joint (Typ.� FROM WATER MAIN. �. ON HYDRANT RUNOUTS GREATER THAN TY P I CA L F I R E H Y D RA N T S ETT I N G 10 FEET FROM THE MAIN, INSTALL MECH. JOINT VALVE AT MAIN AND AT HYDRANT. CITf INDIX N0. 402; 4 OF 5 N.T.S. CONC. WALK HANDICAPPED SIGNS SEE INDEX N0. 119 � _..�_ + RAMP DOWN SEE IND NEX 0. 1 ; V s� STROKE :::::::; (TYPICAL) ;__:: % 6p. � ,.::; � 2s'-o' RAMP DOWN I coHC. wnuc SEE INDEX N0. 109 TRAFFlC WHITE 2' (�wicn�) N OTE: All pavement markings to be thermoplastic. TYPICA� DOUB�E HANDICAPPED CIIY INDEX N0. 118; 2 OF 2 N.T.S. 0 i � � fHANDICAPPED SIGN SEE INDEX N0. 119 �� 7RAFFlC BLUE (7YPICAL) 6' VNDE iRAFFlC WHIlE STRIPE (7YPICAL) STA�� CONC. WALK I��_0. '� I CONC. WALK I� AMND�EX N0. 109 I CONC. WALK BLUE TRAFFIC WHITE 6' S7ROKE :�<;,, � (TYPICAL) ;<::�; ! sp• � `:..; I 2' (TYPICAL) ,r-o- 6" WIDE TRAFFlC WHI7E SIRIPE (TYPICAL) �� NOTE: All pavement markings to be thermoplastic. TYPICA� SI NG�E HAN DICAPPED STA�� CITY INDEX N0. 118; 1 OF 2 N.T.S. / // ' I j 11 " 6I i i {},. 22 j�� 1 I I�� r {} � � i I � � / � � „ / za i I � �l p6„ i � / � � i � \ � i �60° ��o . � � � i zo�• , � I 1 �,� �� / I � � {;} �; l II � ' �� \ J % �SO„ I I I I �� 1 � ,-� � __—_� i I.�,l II ! � — � — — — � � // n.r 43M38" I I � � II � 024., � L // O3� � � MITERED END SECTION NOTE: W �}48" � I I II ' � �} I<, I I I I :�': /� \�� / T H E S E T H R E E A R E A S A R E �� I I I j/ `� PLANTED AND IRRIGATED AS ST I� �12„ I I II I PART OF THE NEIGHBORING O I �j I `� PROPERTY � t � I I II � — � � � �.►; I I� � ASPHALT DR VE/PARKI NG \ � � I I II �� 1 �� ,�� , � ozo.. II II II �24 I� REMOVE LIVE OAK �� 02z" I I I � �� I I �� I I I � I I � I �� '� : I I �\ I 036�� J I� --- �/ I I, O22 I I \� I II �----__� �------ _ ___—__- � �; � � I BAC OF CURB (NP) �30" , �ouN� �/2" iR N 89°48'59" E 5. 0' EXISTI 6 „ �� i I ILLEGIBL{}s"xa N 89°46'01" E 75.0 'O FIRE MAI I ��24" / 12 x4 �g"X4 � I � � I �s"X4 E ISTING FOUND 4"x4' CM N 89°46'01" E .33' (D) Os" / , �: Interior Landscape Area Calculations Tota l V. U. A. Paving: 4 7, 1 1 7 s. f. Total Interior Landscape Area: 11,143 s.f. (as Percentage of Paving): 23.6% Interior LS Area Tag 316 S.F. Interior LS Area Hatching . . _�� .� . O18" UN ERSTORY '"� "P�s 3612 P M" �}22 X4 N 89°48'59" E 2 .33' �4",6��,e° C�� 2' � I j� De�� J/ 6„ 6„ 8..�8�� ., ,z° �, �/ EXISTING 6�� I — — — — i — — — _ 6" • 4",6" 4�� 4" 4° �2•, '- T -' �,�� , O �z" zo' O6„ 4„ ,� / WATER MAIN ii i � I� I�.�...��I �,.�-� �,� ��.F, �� zz" e.. � i.� �� I � I � � � � � � O I p � _ ;_ _. _N .:. , � „- � _� �; :. -� i..,.,, �.......'+ii�y � .............._......._..,..,.. �iis�,F ___.......,.......J„_......__., t,;i''sy _............,.._. I O � A S H A L T D R I V E � �- _- Code Notes , , � i , , i o i � 4' `�° �„i ........................... ......... iy; � .................................,.. . s, ,,,. .... ; ( � � i - Y i � i i i � i .j� ., �;. .,. ... ... � , � °- � � ' � � 10� ' ' . ��6. i 0 o i i i � � i � � ""° �,z�,�o EXISTWG _. _._._ ..., -- - - - - .... . . ...... . E -� .,,._. �...... .....� ....... ...... ....... ....... ...... ....W ....... ....... __... ...... � � � � i i � � � i i � , .. � _ O - EXISTINGr18" RCP.. ,,,... __, _,,, ___ ___ __ _..__. 3 ,.,.. I _.. _� .. _ E _ ' � T�� -�� 1. Landsca e Buffers are ro osed as defined b � � � � � ; ; i REdVIOVE � SMA �L � � FIRE HY T ° I _;.. ; ,.. 597 S.F. .2k `• � � p P P Y �� WHEEL S P PALMS ' ' � 7 "''' 1, 1 S.F. -' EXISTI 0" ITARY I O - - . ...... ..._.. ._ .... ...... ....... ....... �._._ .._ ..._.. ...__ _... ..._ ....... ..__. �.... .._... ...... .. __.. _... ..._.. ....... ..._.. ....._ .. ... .__.. ...__ .. .. _.. .... � .. __. -- --- ,. _ ��TYPical) ss .�._ .._��_ ___. _._ __ ._,,,. _ _ _ ,_ _.�.. __ �_�. �.�_ .�_�_. ._ . __ : . _, r_ __ _.«.. _�.�. �. .,_._ ___ _, _ _-�,� �_ � _ _.� __�. _ -- - ---- - - �-_-- _„ -. �. - :- --:� existing paving. The landscape buffer on Gulf To Bay u� A S P H A L T D R I V E/ P R I N G E �T'�� IEDGE OF PAVEMEM (lYP) 4,035 S.F. Z t; " ' 2�' SITE � Boulevard will be enhanced with new plantings as � �-- S ,. o � WSTALL PROPOSED � � � ��T��B ' � � � ? � t �12m � \ TRIANGLE � SilOWtl OCl Sile@t L2. REMOVE SIX SMALL � z HOLLY TREES 1750 GAL. GREASE TRAP s� ^,` �: -�\ �'� 2 .; � EXISTING � 111 S. �� O4" �\ I ,, , � = z - 04 . e � � :- � a _____ _� ; LIGHT LE �� - `� - f existi trees is as shown � � �R�sE TRaP �,z - - r: - ---- � -------- ` � � _ _ _ - . opy age ng ,� � �� 2 The can cover o (/ 30".30' � 6,. [ � �. � 1 � ddETAL FE�E . T � �'. � � � i II O i i i i i i i i i i �_ �. .lt ��..�_� �, cn �€ �, � I� �4.. Q EXISTING 2 // I P Y• O REIUTAI ozz.� jj ; � , T � � � � f „ in the aerial hoto overla _ E. 14".14"�-O 1 I I I I I I `"' I _.. — �, I � `� II � i� Diz,. I� SI i i i i i i i i i / -------- -------- GAS MAIN � �I �I� I I I I I I I I I I �"'" ..:. �- -� o<s . . I ? `' �� i I � � i i i i i 1 i i i i �4 ;. i C � t �� . (� E X I S T I N G 8 .. .:E - .. L, �I _=-L-�J � J �I i i i i i � i i � i � �. � : �m ,� .��4•• R � - � � ------- II 04 O; I � WATER MAIN 1// i 026., - � , `� ------ I _ _ — �—I i — J _ _ L — J— — J — — . , ,- . . . . ;`�Z�� I ` c a � ° r I . :.. : .::. /�. �18 . 3,�^ 3 � > 6,. . 6 g"- '" � W I �24" �� :- �i�'� . . ,:� 3 ..�' :. . �_.L � EXI�TIN` 14�� . � X °�° { \ II ,4�• �� I I �� . _ , .:.. ..:.. �� :' � fi:fi � 1 4 :- � °:> ; � .:,- �$ "� _' $$ _.. , = `°- 6 _ , n 4j �rr �+�� T��Y >" �'� , 1 ¢� I W L} I Ur f w I W . � I I _ I � _ � • � O -------- -------- � � � � H ,,:..,,...... ..:<, .. ,: �:,.::, . .... :.:. ..:....:. . ..... s_ � ° .. -:�� ` . I <.. . � .,. ...« :�. :. E �. w . - �� .,;�., „ <.. �. �s > -� o € EXISTING 6" ,... ;<..,..:�..�,.��,.:,..:::::.:.... ............... � . ... . i ��.3 �.� : .:. .. _,. : . ; ;- »� ` :.: :-. Ss --------� r i 4�� i i i : = .0 � '� � zs.�' �" �(,6 ' - z f RECLAIMED MAIN �� .:>5�:;:-:•...... � : : � 241 S.F. v� �<, . . FOUND 5/8" IR � a�� ..:. �. ,,.,,:..... >.. :. rr <.. > : " � ~ � ` `� `� / _; � � I � € . o a � � I �� II { O � �;. _�� {--------- X c� � I � � "�B 61 13" � REMOV AT R �;� EXI TING g 5 _ . � .; �� w° �� BACK OF CURB NP ( � � A UNITS ~ 0 �18-�--- �� OAK � � ,.. h /_.; I �z . B�FEF I - - - - _ .,_......,�..e.. , ,,.,,u,. r - -T - -�- � -I I� G��-�'��, N ROOF '�8:� (Ja ; t. , J 4 '- . ; . I I I I I I •>. Sj. �2 � .._ �. --- ; I . _ : ; L-------- x �28 , , �-� I I � ^ I�� I �}26., I I � ;` F : °: ----- ;: : ' . � . .:� € � � � � � �� I' I I I I '�t I W �*:J' k I_ 7 k �;• : � a fn � � .�� l w � � � i i i i • � > �::... qo TREE BARRICADE >� � i � \. � �.... . I � ° I � I I � : : r, - , i i i i � � � � �`>::. s.a� TYPICAL � ; - � ; Q �a�• `" X(' � V Q � � I � � � � � o . _.:, c � , �-------- : � : r-------- � Q ii � : i � ,� > „ """""" <, �0 6i ; V. II I PROPOSED 1 RECLAIMED SERVICE -< .::::::::.:::::: :::::::::::.:.: ---�I � � sT. 5 � � : .... ....:......... :-,.. � :: :� � : : ---- N . J I BY CITY, CONTRACTOR SHALL CALL : : > ::: < . :: : : : : : :: : : : . <:::___::>;___: . < .::.:::::::::::::: -,.. >,::__:_;:_;.:::: � : �--------- � , .... . ( . -. REMOVE SMALL - � -------- '� € � °� -' PALMS ;� �----- I, I ;; � II 04„ N �, .:�'° �� S VI�CE TO727 562-4 OIpE TO REQUEST - .::. � .:. .:::::::::::::..:::.::::. :: N ;Y, - . ._.. ::_ �. J �, II w � � @ , . , .:=:- = EXISTING " _ ____ , N - N :d� .:::>:,,:: 7 Z : -- � O14' N ,: ..:,....:.. I ; I� II : ' � � � i : ;: [�+ N � �,aTE f ONE STORY MASONRY ;:«.::: ., Y -------- -------- II �6° p� �16",16" I � � I I N N a ,� .: �� Z_€ � �� CONNECT TO EXISTING ;,,� - I� � � I I ` II a o ( ..;� - . , BUILDING ' , I��\\\\\� Q :f a I ; IRRIGATION SYSTEM ------- � ; �� II : � 4" o � � � � � I z z ; : €�r :: ° FF = 46.68' -< <I � : �- --------1 _ �-------- II O � �� EXISTING "° � ; � BOLLARD �"� � I I cn �� I I I . ... ' : ; � p � R � , ` (Typical) a � > ' ------ 6 �, �° � � �= TRANSFORMER ' � � J �€ W ---� ^: I- II O � a �. �I I ; `, � � - - ----- � ------- � : : � - : ; Q ; < �- �� 14 R i I = f: I.�- --- Q'� � I � �Q II MET II J 2 ,. .:. � �, � fn t€ ° � ` 'I � � ET N&D "LB 514 I x .; ;------- ;..�:>... �,�,- . .. .� �;.. � -------- I � ---- -- 04�� <� - �i� I �._. .. . .. .. ; FOU D N&D °PLS 512" I �:' ; � � ` , �; � / R � � � 1 � ' r-------- PROPOSED 1° � � I � ,. . 0.09' S,-�.� �E-�� `� 3 I ' ^.- / �� Z�� Q � { RECLAIMED TER �� I � I I I ,I 1 � ..,.... F UND N&D "LB 2 1 0" II - �` • ��: '�,<:,t:: \/ I c!) . __ 12__ I -------- '� ta"- .�: � ,---- „ , \ / - �° �i` ., , � � : � � .:. _ 0.31 � N, 2.1 � E. I ' ( �< % � � COVERED PATIO � ` < � � � — .. ` � � � I �I � � H --- ----� �2� � • ; � I � : �� .� � � ,, <<) W . � TREE �. RICADE ,a° � I f t � •; � �; cn I+� I l � ; , z N o il x 852 S.F. � � F \/ � / / � ' °� `, a �TM ------ ` " 0 � s,� � � �' � 1� , I ` PIC �. / Y �v � �o�l.�� .. EXISTING2" < � I / � - `' I L1 L, L� -- i4 � ;� �I I O _ ; ,.. � . NOTE: -�-- � � � � � Q' �� ; WATER MAIN / \ / _ - - ` ` � � :' 15" PE TO € � : ..,. � � € I � ': j� 22., � THESE THREE AREAS ARE a � -�- � - - - . � `_ � �i � � ; '" �; . � �'8 �' � r _ REMAI =: �--------- 316 S.F. �� I :.�� ,` � � \ / I 4 :: PLANTED AND IRRIGATED AS � � , XISTING " i � � ; X °` ` _ ,; - �� I . I . .... _.. � .. l - �� - " REMOVE EXISTING �: � � �'��' _ 1,373 S. . I ; I EDGE OF P ,� w; I i E` I PART OF THE NEIGHBORING - -- I IAMESE ; ; I �, ; � / \ , . _. � I, �I 11 . : < � _ i z ONN. ; � ,....... CU D INSTALL .' co�uMNS w�H � - ` � ;- I : -: : -------- . �� o ; 1 � -- �I PROPERTY _ ,� , 2 . . - I - --- , . � I � 1 � � o �, - € I #� ANDICAP RAMPS r,' M FENCING �48 - -� �� --�I ` I TREE� TO B �jzo�2 � � I � : ,�� {}22„ - -- ��I ;� �� ; ---- ; LBErwEEN � � �� I ,..1 REM(��/E Q� i I � Ern j � �� I , :, :� � � � ; EXI TING 6 J� - , ,I '4?� `° -------- I� � t � 36 2'. :� < � I �I . , ..».: . r. a...... t �. � � E : � � . n � ° o s ' : : - � � � �:� - ------ � C/ .:. I EXISTING 6 _ � � ;;:,.,::< . � c�o � i;s° FIRE MAIN : � � - � �------- I� - I� I `� ( � 1 I � 1 II I % ' .��.�.:n.::i. ' •� .,;, �, .: SC ,� � . z� � RECLAIMED MAIN = z z I ` i ` . � � - � �4 — . . ----- II �� ' 1 W . . . ♦. ,: ��tr.�� '; 145 .F. ' `':> ::::::.:::.::: . ... _:� .E. .... ' � � . . �., ._ � �� , ..,. . I - - � : �' WHEE STOP - �I -. > , 2 " �'' : �£ ,,. F ...... � � i ; _. , �, �.1� ________ �-�� Q .;.� I I j 1 f :::11 C,� �L..�� ,?�� ; < ,. � , � <.� - - =. _ �'- -� ` . . ° � I . � . . - (Typical) - ! � � � ( G �:.; ,. ;:.:.;:;: - ;::::: :: ,� , � : . ..... — —r _ Q {.I J22� t , �� I � O O . ;' � .�. � .A.. , ,. -:' � . G 1 . L� I c I ° � � , c � � �I �`` . . . .. - �_< 022.� Y a I `" � � � ` I I I ("` . `' I. c��I. - —J : ` Y ; RS , ; ;.. �. ,:.. .:.. .:,. -:. :- / � � / �� ,.. . � ; x 4 � � . . . , �'-° I I ; � � � :N � � � �.. �� _ .. — — �� ; � � ' � ll �I , _ _ 3 . ;�� : , ,. : ; , : �,. <I, � / �W IL , . >. .... � - � , , .,:. ..., __ ._ , L I " c , I I � l � , �;: � � , �� _ � . : . _ � ..� I � _— � � d � ° j . ; i i :. �. ... 3&' . .: ' i � c � _ I� � � - � ` ° " 22.. .. _,. .: i i WMEELS P � 4 i.: ,. ,i►` �/ , .,..�� I� I . O N . . . � . • � . . , ,... _:' -;, .:., .a. � . . c "� . I . � .. . . � ' I �I � I � � � : �: ' � _.. µ - � .. " . . . { . � - '� ,. l � � -' . µ � ] :.. m ( € „ � ' T ical � + �" - � `' � . ' � — — — ' .. _ ._ O40' .F. ° EXaS�I#�(G 2 ..... 5 S ( �p ) � �_ .;. . .:. .: , . . J _ - . , .., ..,,,,. _...,, .... �� - � • � � , -... .. -� EXfST NG 18 I _ - ..�_ _.... � � �� R P £ : I , --` . �: �: � «�:� -..� . 3 u_ O " � , L � � ��s nr�,�� < , G � ,. .. . . � � 11 (' � .1. � L 1 Y' .. -. ._. -- , ' � `� , � �� NEW ADA ; O ; : a � i _ .- - �• ..:_. _.. ..... . .. -I��MOVE LAURE , f / � �._w _�..� .._ � ' < < : ._ .. . -.. . ` EXISTI G 18 RCP . , . ACCESS ROUTE ;` �� .. F~�,4 r� 65 S F LB 26 / � : ... -�� .1 .._ OAK 4 `;. . . . �. �� EXISTING . � : .._ ._ \\�� ° �AS IVIAIIV 259 S. . / �� 11 � Rs .. � . . _ � - �. � , t , . .\ �\ - „ /,�, 10" ; : -__ . ,. . • , _ .. .,_ .. - .,<,. � �-=- .:,°"` : � : �.:... � -- � � : FR S DING SIG �� 3 � O/ ��1, �; / I ��c5 �AS 1� GAs , ; EE TAN N :.. 194 S.F. _ :._,�Sg _: :.:� � :.�_ , �:: .:::..__;- �:;.;�::�_ _r.::: --..:� T_ ..�...:�_„ gS � `✓ �j �� Rs ; -:: ...m :..� .::� ._.._ __� ...�. �:.... , h _�m ._.. - O . ..... r .: ... - :;_:. : :: . ...: € , .�... �:::., "EXIST G 8" SANITARY MAIN 2 -�°` � `� , , i 'i O i � ��`, / � �w`'�' '4.. / ! / � 03 � -� , � Ekt�TtittG 8'` I Rs -r :: ..... .... ...... .... , ; �° i I I ..>. 4"x� < � < , : , � , �— , O �ArE� n�,�t� 11 I � : _�,.�� i i i � V ' i �� / � � i � -- 1 � ` . <.. __J._ ............ : :.: - ___-�„ ;.,. _ .,.�........ �.::<�, ...........�..� � � -�� _� _ �,<.; ....._:..: , ; � ; � ; W ►- j � � ' i r i RS O �.... ..;�:�: �- �- L - i 9 w `L a° �, � � � G ^\ � �' ;,:::: .. ;:.. : � I I I %� I �; ��.. ;. .�.. . 1 � � � � � �. 'S , ,, 4�, � ,, ( . /` ;` i i i �ve POWER 41YP) i i � .� ` E�CISTIN� i i i i w i i � � �'� � / f::: �� 1 _-- � I I( J l l �- � � � � � � , _- � , � � � c= , � -:, a�, o� � �,��.. '..�� I i . LI�HT Pb E � i � i ° �`� / ` � � � I I A S a H A L�T D R�I V E �P A R I� I N G � � � � �� \ � � � I I r , I 1 :. � ; i i i i i � i i i � - � � � i o i _ � � _ — = F S � � , % � � , < , � � � ✓�/-�t-�.� .�.... W.... ..�.._ ,- „_ 2�, :. i i i i 1 i i i i u zs�2o �o'; �1�� i �___- � �' RS � < � � � % 0 O . -:- , _ — BA C RB (TYP) � �� II �f: � i I I I I I I � — EXISTING o i �_ _ � — — F NORTH /W OF � i� ; / / RS / � / � � \ \ � j . L . L � i ' � � ,� �,. L- II� o " . :��olol -�--io o�-�-_L_ � �� , _ >, � - �J LL, _ < GUL -TO- AY BLVD �.. , I FIRE HYDRANT ; '>__::>::::::: € Ex DDCV - - - - - - S 87°�7'49° W 251.97' (D) � ; t _ - CONCREfE BOX WITH " � ❑ 1 ,... :._ _ , ....p.. .._... _ M ) L TC � / - - - - - - :. 1 � i � � � � , � � � -Q� �� .:. ;:.;::.:>: �o„ ,�C,o° ,z•• S 87°23 52 W 252.21 ,, as �, �_ € �v I. .: � —� e � f F ORIDA — � y— METAL LID L � �. — i 14" — c ( �?� -r /. x i o' / , :.' � . ' � . . . � � � . �.i': r is': iY':i :k' :i's `. B >_5:::::::::: i: .. 10 a...,. ,.,.... (-� . ....... ..... 5 � 0 — — — s. �' i . . �— — .., .,,......,........3........_� : . ,.,..,.,,...,...... ... .,._.. ,,......,........ . .,.....,...... ........,......,..... POWER CORP � ;::::>�:::::`::: 10 .... kM � _ _ - - �- - GAS-�� t SIDEWALI� � !, —;:.. . � c._ _�,�� ....................�-......_, sl.�x ....._....., .........,.._a� �.�..i,..._......... C,%:�E ° �,t.� .,.... _.�.,. vv�:� — �-� ° ,,,v: • ) :: � R�W LINE � : - -z -� - - - - - GAS y'-- � �, � � �.� ,..�,-.�.->,-��.,,�-- �.........W..,....-..,.,,. .�; . .,W,-.W.�. •• ,. _ _ _ - - - - , � RS '�. :;:;:::::.. �� - .. k'� � � � ; --� - ....... - - — - - - :: �.......- .__....., . ._�,,,�„rW,..-,�._....,.... - _'_---_-_-_-_ _ --- ______-_ -- GAs� .....,..... � < ,' �-- - ' € : ., `, <<rJ�; `' `f�`-"� �� - - - - - - -- - - - POINT OF BEGINNING � _ ��. . . i L �� : � _�... ..�.......r.... , . S G v �� yz�.4-... $_,..... ..,' �,. . — -- ----_-- —_ rs i : ,�,�..._-.. ., � �^•°� �, � . , . _ � . ., .. „�.'�., ,: �.: ;.s ..! ,. .• _ _ — — — _ —_ — — — — — CURB (lYP) � _ ,. _ _ ,—� ,.,,� W .. . . ... _ ^.��t . , , — — — — — — — — — — — — E PAVEMENT ( ) �CK EXISTING � � ' � � .. .s.:,W..... ��,p:;f -w_�-.m �.-+ � •�;:.,,� - _ �_ - _ _ _ _ _ _ - ocE oF nP INTERSECTION OF NORTH �12" � � . L � : , , ° — . — — — — _ ,..:..<� ,�,�_..W._.,__;.._ � ��,;y, &: w_ � ., - - - - - - - - - ,......_..._.. �;>.� .�.-.� ...................�...._ ��..�._„_:.-......�__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - G 4�� - RNW o oF LvD WATER MAIN F GULF TO BAY B EXISTIN BA Y BL I/D. A D WESTERLY R/W � �'GI PARK PLACE BLVD I FOUND 1/2" IR O GAS MAW „ AKA SR CO FOUND NAIL & DISK "LB 2610" EXISTING 12 ` � "PLS 3612 PRM" � WATER MAIN (R�W VARIES) REMOVE EXISTING CURB _ �sTRiPiNC (nP) I CONSTRUCT 12'± OF 5' CONCRETE - - - - - - - - - - I SIDEWALK AND CONNECT TO EXISTING GULFTOBAYSIDEWALK Landscape Demolition Notes � NEW FIRE HYDRANT BY CITY OF I CLEARWATER PUBLIC UTILITIES 1. All tree barricades and utility flags shall be in place 4. Removal of existing camphor trees shall be as prior to commencement of site construction. directed by a Certified Arborist. EXISTING�1 1/2° METER, 2° BFPD, s° DDCV, 2. Identi , fla and maintain all irri ation main line, 5. Remove all existin shrubs and round covers AND 1 1/Z IRRIGATION METER � g 9 9 9 controllers, controller wires and valv�s. existing around the building foundation. 3. Remove by hand all understory shrubs and ground covers from islands so as not to disturb the roots of existing trees to rernain. It's the Law! 81 �1 or 1-800- 432-4770 \ SUNSHINE STATE ONE CALL OF FLORIDA, INC. \ 04/08/11 CITY COMMENTS 05/12/11 CITY COMMENTS DATE DESCRIPTION REVISIONS 4a 20 0 2a 40 SCALE: 1" = 20' LEGEND RCP = REINFORCED CONCREfE PIPE T� = TRAFFIC CONTROL BOX PVC = POLY-VINYL-CHLORIDE PIPE WM = WATER METER IP, IR = IRON PIPE, IRON ROD PB = PULLBOX CM = CONCRETE MONUMENT O= GUY POLE (CONCREI'E) N&D = NAIL & DISK �- = LIGHT POLE — ss — F FIELD DERIVED MEASUREMENT SANITAR Y SEWER MANHOLE (D) = MEASUREMENT PER DESCRIPTION O= B4LLARD FF = FINISHED FLOOR ELEVATION ji = METER POLE TYP = TYPICAL Er = ELECTRIC TRANSFORMER R/W = RIGHT OF WAY �= STORM MANH�LE AKA = ALSO KNOWN AS FH = FIRE HYDRANT O= FOUND IR (SIZE & REGISTRATION �v = GATE VALVE NUMBER AS NOTED) O= POST �= FOUND N&D (REGISTRATION S� = SPRINKLER CONTROL BOX NUMBER AS NOTED) O= OAK TREE (SIZE INDICATED) �O = FOUND IP (SIZE & REGISTRATION X= PALM TREE (SIZE INDICATED) NUMBER AS NOTED) U= CAMPHOR TREE (SIZE INDICATED) �= 5ET 5/8" IR "D.C. JOHNSON LB 4514" O= ORNAMENTAL TREE (SIZE INDICATED) ❑= FOUND CM (SIZE & REGISTRATION �= HICKORY TREE (SIZE INDICATED) N U M B E R A S N O T E D) 0= I N L E T �= ROAD RSIGOLE X�'��"= SPOT ELEVATION = TELEPHONE E UIPMENT BOX - Q 3 m SANITARY � STRUCTURE NUMBER V = CABLE TV FLAG `� = GUY ANCHOR OO = STORM STRUCTURE NUMBER � = VERTICAL CONTROL BENCHMARK �` ' = CONCRETE LANDSCAPE SITE PLAN CARRABBA'S ITALIAN GRILL PARK PLACE e. �st t� x � � �� F�! - �-, �°�, ` ; � `� T : ," , � a� �?�,� ' ' �` � <= ��+ur�',Design-Group, ln� - CLEARWATER, FLORIDA ° -.��as��e Architectu�e � � 1�1�11 `Cypre�� fia� Stre�t ` � � '; '�amp�;� FL 3361� _ " 2680 Gulf-to-Bay Blvd. �Voi�e: &13 96�`.8384 " Clearwater, FL Fa�i�le. BT�,�69:71.4,3 " Email: s��.�'�F��aol:com Engineering Business Certificate of Authorization No.: 26548 TS TS �JOB N0. Fuxan Engineering, Inc. 2011-CG-01 CARRABBA'S ITALIAN GRILL °ES��N CLEARWATER 15018 Maurine Cove Ln_ Fuxan Odessa, Florida 33556 Phone:813-792-7949 DRAWN PREPARED OSI Restaurant Partners LLC FAX: 813-792-7507 D R M FO R: � DATE 3-25-2011 Elevations based on NGVD 1929 DATE: BY DAVID G. FUXAN P.E. NO. 33133 F�LE ,�,HEET L 1 OF 3 SHEETS FLORIDA PROFESSIONAL ENGINEER LS-05121 1-r GENERAL LANDSCAPE NOTES: I. 5�E �M1lCsI1�lE�R'S 817� PLAN AND/OR SURY�1' �OR ADD1710NAL fNFORMAtION AND EXIStINCx ?RE�S R�C�ARDINCs tF�lS 51?E. 2. ALL PLAN? M,47ERIAL INStALLED ON tNIS PROJ�CT SNALL 8� GLASSI�I�D "FLORID,4 *1" OR B�TTER AS D�IN�D BY 1'N� LAtEST �D1710N OF °CsR4DES AND STANDARDS �OR NURSERY PLANTS" AND "CsRAD�S AND Sl'ANDARDS FOR NURS�RY PLAN7S, PARt II, PALMS AND 7�E5" PUBLISN�D BY tN� STAt� O� �LORIDA D�PARII�I�NT O� ACsRIGIILl'UR� AND CONSUM�R S�RYIC�S. 3. ALL AR�AS OF tN� Slt� tNAt AR� NOT GO1I�R�D Bl' BIIILDI�lGS, PAY�MEN75, PONDS OR �XIStINC� 1I�CsEtATION SN,4LL B� GOYERED WItN MULCH, ?U� CsRASS, CsROl1ND C01I�R5, OR SNRUBS AND I�ICsATED LUItN A LOIU-vOLUME AUtOMAtIC IRRIC�ATION SYSi�M. 4. ,4LL R�GOMMEND�D 7R��5 �4ND PL�4NT MA7ERI�4L SNALL B� PLAN?�D IN ACGORDANG� IUItN tN� SPEGf�IGAtIONS DESGRIBED fN tN� LAT�St �DItIDN OF TN� STAT� OF �LORIDA D�PAR7M�Nt OF ACsRICUL?UR� AND CONSUM�R S�RVIG�, DIYISfON O� FORES?Rl', "tR�� PR07�GtiON MANUAL �OR BUfLD�RS AND DEV�LOPERS". 5. ALL SLOP�S IN EXG�58 O� 1:5 SHALL B� SODD�D IUItN A SUIt,4BL� PERMAN�Nt ?UI�FCxRASS. NO i'R��S SNALL BE PLANt�D ON SLOPES 2:1 OR CsR�A7�R 6. tN� LocAtloN o� ALL R�QUIR�D rtR��S MuSt Not Gor�Llct u11tH LI�NtIN� �Ixrtl1RE5, 51�N5, UND�R�ROl1ND AND OV�RN�AD UtILItIES, �LORIDA POI�R EGiUIPMENT, �IRE �Il'DRANtS, �tG. ,4LL h1�DIUM - L�4R�E HABit tR�� SP�CIES SNALL NOt BE PLANT�D u11t�IIN 251��tt 0� OVERH�AD IJtILITi LIN�S. 7. ALL R�G2UIR�D �IEDC��S SNALL B� MAINtAINED At A MfNIMUM 3' NIC�N. ,41.L REGriJIR�D NEDC�ES WItF�IN YfSIBILITY tR(ANC�LES SF�4,4LL BE MAIN7AIN�D at A MAX. OF 30° NICsH. S. ALL CxR��TI SPaG� AR�AS NOt SP�CI�fED 07HERlUlS� IUILL B� 80DDED LUI7N BANIA SOD. AN1' AR�AS DIS7URBED O11t51DE OF PROJ�C7 LIMItS SNOULD B� SODDED WItN BANIA SOD. TREE & ENVIRONMENTAL NOTES: I. COORpINATE tREE BARRIGAp� LOCATIONS SI-IOtUN tUfT�l ?�4� LATID5G,4PE P�ANS. 2. TR�E BARRICAD�S �4R� SNOWN AROUNp ALL TU� B�OGK AR�AS P�R COIJNTY �YI�W GOMMENTS. GOORDINAT� IMPROV�M�NTS TO MINIMIX� IMPACTS t0 t�4�S� BARRICAp�S. SIDEIUALKS ARE 70 B� INStALLED A�OII� EXISTINCs GRADE AROl1ND EXI571NC� TRE�S. 3. PROt�CtIY� BARRICAp�S SNAI.� REMAIN IN PLAC� UNTIL LANp A�T�R4TION AND CONStRUCtION AGTIYI7IES AR� GOMP��7�. 4. f'RIJNINCs OF A C�R.4Np 0�4�C, IUITH tHE EXGEPtION OF MINOR PRLININCs, 15 PRONISIT�D IJNLE55 CONDUC7�D IN ACCORDANCE lUl?N tNE ANSI-A-300 PRUNINCs S?ANDARDS, AND P�RFOi�'1�D BY AN ,4RBORISt CER7IFI�D BY tNE INTERNATION�4L 50CIETY OF ,4RBOR(CUL?U� tISA) OR A�Cs15TE1zED CONSIJLTINCs A�ORISt IUItH tNE AMERIGAN SOCIETI' OF GONSU�tINCs ARBORIS?S t,45CA). 5. DURING LAND AL7ERAtION ,4ND CONStRUGtION AGTIVITI�S, WITNIN tNE DRIPLINE OF A TREE REMAININCs ON 51TE, UNL�SS OtNERlU15E APPROI/�D Bi TNE ADMINIS7RAtOR: IT SNALL BE LJNLAWFUL TO REMOY� vECsEtAtION, EXGEPT BY �IAND, BY CxRUBBINCs OT 70 PLAGE 501L D�POSITS, D�BRIS, SOLV�NtS, GONSTRUGTIDN MAtERIAL, M�4GHINERi OR OtF�ER �C�2UIPMEAIT OF A�IY KIND WITHIN TH� DRIPLfNE OF A TR�E t0 REMAIN ON t�{E 5(TE. b. LAND AL7ER4710N AGTIY(71E5 SNALL NOT I.�WEG�SSARfLY R�MOVE EXIStINCx YECsE7A710N AND AL7ER EXIStINCs TOPOCsRAP�IY. AD�G2UA7� PROl'EG710N I"I�ASIlRES (I.E., NAYBALES, B�FL�S, 50DDINCx AND SANDBAGGfNCx) SNALL BE PROVID�D, AS N�C�SSARY, TO MINIMIZE �ROSION AND DOUINSTREAM SEDIM�ltA710N GAUSED BY Sui�AG� WA?�R RUM-OFf ON EXPOSED LAND SUi�AG�S. CROWN Crown dimensions shall be as specified in the Plant Schedule. For all oak, holly and pine trees, branching shall have a single dominant leader with propor6onate secondary branching and trunks shall 6e clear for not less than 1/4 the overall height of the tree (measured frnm top of root ball). For crape myRle, ligustrum and wax myrtle trees, multiple trunk brdnching shail e "cross rin rowth to discoura ve I�en runed du root ball. All trees shall ha 9 occur at the p 9 9 will b re'eded. No in orradical runin e nt cross branch " re howin si ns of rece 9 1 branchin . T es s 9 P 9 9 9 ' be acce ted. -sha ed crowns norcro ok-trunked trees Hnll irre ular or oorl P 9 P Y P HANDLING Do not move trees to site until site is prepared for planting. Plant all trees the day they are in rdance moved to the site. Cover crown during transportation. Spray with antidessicant axo with the Written Specifications. Always Handle tree by the root ball. NEVER LIFT BY TRUNK. STAKING AND GUYING All trees between 2" and 8" in caliper shall be staked and guyed utilizing materials specfied in the Wriiten Specifications. Specified flags shall be tied to each guy wire at 3'-0" above the ground in plain view of passerby. Crape myrtle, ligustrum and wax myrtle shall be staked by burying on 2" pole 3'-0" deep, 2" outside of root ball, and iying the trunk to the pole with specfied material. ROOTBALL Root ball shall be a firm ball of tree roots and natural soil sized per the Written Specifications. Tree shall be been grown in container or irrigated field irom liner stock hy a professional nurseryman. No field collected trees wiil be accepted. No "grow bag" will be accepted. PLANTING Planting pit and backfill shall be as per the Written Specifications. Provide a compacted seat for root ball at the bottom of the pit at least 4" in height. Set tree straight and plumb so that Uie top of root ball is 2" above surrounding grade after set[ing. Provide B° wide by 6" high watering ring around the circumference of the planting pit. Cover planting pitwith 3° of spedfied mu�h. Keep mulch at least 3" awayirom tree Wnk. PROTECTIVE TREE BAF�RIER REQUIREMENTS: PROtECtIVE BARRIERS are usedl during land eltaratlon and constructlon activitlee to protcct treea and netural area� to be retalned on a site. PROtEC71VE BARRIERS muet be erected around T'RE�S to be ratained within an araa where land alteratton and conetructTon activftiee wTll occur as wall as along re e areae are ad aaent to ermttted land alteratfon or NATU L AR�AS u�e uch RA J p conetruction actfvitTee. A PROtEGTIII� BARRIER muet remain 1n placa until the lend alteratton and construction aatTvi+.Tea era complated or untTl commencama�t of grade finiahing and sodding. No ground dteturbance must occur within tk�e barricaded area. 1. 'T1�E5 - To restrict accesa Tnto the area wtthin the DRfPLfi� of a trse, a phyeTcal atructure not Issa t�an 3 feet Tn he(ght, comprised of wood or other suTtabis matertal, Ts placed around t,he tres at the DRIPLINE, I I except where land alteratfon or construction activTtiea I I are approved w►th�n the drtpline. I I The DRIPLINE of a tree ts the imaginary, vertfcal Iine � � },}�{ �{,�ds downward tYom the outermoet tipa of the I I tree's branchea to the ground. Fig. A. BA�IER SP�CIFICATIONS FOR TREES: ��- � �our corner upright stakes of no less than 2" x 2" lumber connected by �orizontal membere of no I�a than I" x 4" lumber, or uprTght stakes spaced at 5' fntervals of no less than 2" x 2" lumber connected by I sllt ecre� £abric �n height ts placed along the per�meter I of auch arsas. Ffg. B. � I 2. NATURAL AREAS - to restrtct accesa Into areae where land alteratton and construction ectivttTea are not authorized, a pinjsical structure not less than 3 feet tn helgYrt fe placed along tha perimetar of auch areas. tV�' BARRIER SP�GIPIGAtIONB �OR NATURAL A�AS: ��• B Uprtght stakae of no laas thsn 2" x 2" lumbar apaced no more than 25' apart and connscted by �wine flagged with plast�c surveyTng tapa at regular tnt�vals of 5-10'. Pig. C. Other methode of dernarcation wlll be conaldered dependtng upon the oharacteristica of t�e ette. • ro • • • WNY A BARRI�R �o � I. To protect all above ground portlona of trees and naaeoveo a.o.vu_ � othsr stgniflcant vegetatfon from mechantcal EASEMEM • damage. �'• 2. To protect root aystems fYom compactTon. FICs. C � 3. to provtde awareneas oP protected areae to ec{uipment op�ators. U1HY IT WORKS A t r e e' e c h a n c e f o r a u r v i v a l i s g r e a t ly a n h a n c e d i f n o constructton materlal, heavy ec�uipment or atocly�iling oF soil is allowed inside the barrTer, only hand labor. CROWN Plant shall be equal or better than "Florida #1" as defined in the latest edition of "Grade and — Standards for Nursery Plants" by Florida Deparlment of Agricullure and Consumer Services. Plant shall be healthy, compact, dense and iully flushed with leaves. ROOTBALL Container stock shall have been grown in container from Iiner stock so that roots hold soil ball together. No pot-hound or root-bound plants will be accepted. PLANTING Prepare planting bed, plant pit and backfill material in accordance with the Written Specfications. Slope the finish grade of the plantiing bed at 3/8° per foot to drain water. Set the plant so that top of ball is 1/B" the depth of the romt ball above the finish grede of the planting bed. Align placement of each shrub and ground crover so that ttiey are planted in straight rows, and are spaced equally as specified. Cover plantimg bed with specified depth of mulch. Keep mulch away from trunk of plant. TYPICAL TREE PLANTING TYPICAL SHRUB PLAI�ITING ND 1/2" IR I LLEGI BL�is"Xa 0�8�� N 89°48�59�" E � N 89°46'01" E 75.0 ' {}a"x4 !�s°xa ��i�rl�rY.V V V.ri�OiQO.O�O,Oi ■� � • I . � -� � � FOUND 4"x4" CM �"� "PLS 3612 PRM" J 6" 6" � O12° 2p�� 0 o e� o � �22.. I�jG��c—�a pQ0 O�� I poppO�dt , o o� o � i i � •� : •C�%'. 7��*� �� N 89°46'01" E�— �}22 X4 N 89°48'59" E � 33' (D) — ( Qs" ?�$.33, � � 04,� 6,�,8^ ..�o,. -;;,, � �t � I �; ��24 �/r �� z'� �; �/ i 2; � �/� � i;, / � I . "" /'Y�"""""""' °5�S i`C: I I I se;a. ;;,/ _ ................... ....__.__. ,��:� r � � i I i i i i i i i i o � � �O c�.� / - _ . �, . .�.� � :... ..».. m . _.... :.. ..:. �..�.. ::: ..., . �_ : :.: ...... ..: . ... .... ... ...... ... ....... . .... ....... ...... ... i I � � i �, f �.. ...s ,.... I... . ;,. �� ' 90-MFR � � , , ; I 3 GAL. SIZE SS µ_: -�W«: w«<.� w�« �� ::: _. _. ww .. -- �»», . � , ,. , �. ��._ „��. �� a = .. ....._ .,__ �»,�. _ � __ ._ .... ,._.. „ . . ...� , .. _ ._ .�. ,. __._ . . .� �. . _ _ �_ .�. __., _ _ __ , .. ,.. .. . ,,,,,� , _ �;., .. =i., � „ p� 36" O.C. ,€ £ c, � I _ r� x : Q p � �0 100-TAS 120-CFA 550-TAS ��- --�� :; � �� _�� € I °o z 1 GAL. SIZE 1 GAL. SIZE 1 GAL. SIZE i � L � � � I 24" O.C. 24" O.C. 24" O.C. � � 2 I� � F �+ `�\ :: . _ z � � = I � • � � \\ � - ----- - � � � \ �s ��- ---- ' � -------- � � 1.�.; \ \ I � _ _ _ _ 30',30' � `� 20 - CFA> > , f. �� 1 i i i i i i i i i I €( --�I :: I� 1 GAL. S[�E � II +#„ Q � �� 1�' /� I I I I I I I � -------- ' � � � � i z„ I S i i i i i i i i i i �� / <-------- 24" O.C. `: � � �I i i i i i i i i i i �I II �: � �� ::: ', '`' � I � � � I� i i i i i i i i i <€ f ' �� 5 0 - C F A: ' S I'. ;,. // � i i i i i_ J C� � II �� \ :.: ------ 1 GAL. S�t E ------- II ,� ; � � � I I 11 � �zs.. J � J �I =�--�--J--�== _�- �--� � :; -- � 1 �24 I� � — — — 6„ -- T ° �� .� 24" O.C.; ' I.` ,4° ,�I I � � �� I � I :: _:, . � I I � � ;_:� �s :::_::.:: C� .._. , O ::;�,. :fx.��:::,: .:;.=�� II I I � I� I I , ., .....,..:: ;:�:-:; �.: I 2 _ ; ___ I I � " . --- - ------- � - � ,:,,.,> .::::........._.... ,..v..,...v.. , .� >::..:._,.,�:. . ..:,:,.,..,- , • ..::::...::.... �:��., ' _ -------- � :: . ..:. . ; +� .._. A: :� .: ..... ... _ ,. ._.. _ � :ss � Ir �� • 4 ; � I I II �� , . . . � � . II ( � J� � � „ .. . �.:..:.::. � ..,.. . � . __ . .vvv .r-'. .".... ".""". "".:�.v�.:� n { ^ F �C .. +�. .. .. . . .-::`v.��`. � ._,_,,,.,,... _... ..,..Y.,.3 ..,, ,�.,<r..>,.x.x �� • � � O �;�W�.W ..._........_ ..___.._ :;�, .... �.,,,� �....,. - Q N D 5 8 I R :��,:>:- �..��:: - / � � 3 � I � � � / L2 �I o�, . ,. ,.. ,. „ .,:.. :.;.; _�� -------- ,< ...............�:.. / ', LB 61 13 � i: I ��" � ;� � � � � � � �: � . . , _ = o ,.o { ; E � J II ---- _.� �..� ..._.._._. _,_ �� : / ` �� p � O � 8,. F � � �� 34 - DTA ' O o �: � ,>:: �: ; > �::::::::..: .. ::.::.::.::::.::.� �; :�•::-:.,::-: :. ' ' i -r � I �.»_ .::. :: ;:.. i i �`u' I� .:``�, 3 GAL. SIZE 22 - LCH >' :� I-------- <: �� II -------- o�� Q po + i �.� �� I � w II i�zs„ I I � �I ` 24 O.C. 3 GAL. SIZE � �� __ II ° ; �, � � ( I � _ ;: ; � — — � : ,. -------- Q � � �I `'�:::::. 36" O.C. ------ i i 12 - VSU >:<:;.: �� .. : < ,:: t _ .....: . � ::'�.�:.-:; � I� �I 101 V�W --------�I ' o o� "� T.. Q� �I � I I ' - ,.,_,._ : ::::.::::::: > 3 GAL. SIZE 2- CSE ;<:>.<.::<: -� Ij� ;.� €- <::_...,<:::.<: + � � ' � 3 GAL :�IZE 100 - AS ;:::;:,::.: . ., ------ I II 4 N� � -I . I�------- '�` I 30" O.C. 15 GAL. SIZE ::::-;>::::.. . ��- - - - - - � \ � ' � 1 GAL. SIZE '::>�>,;:>:::<::. �` 36" O. : : � 'n - AS SHOWN 1- LI\f� OAK € �� ` �� II r. �� w , . E N� 24 O.C. „ 2 R01A€:� GGERED ----- -- � I_. � I I � EXISTING � 3 CAI�IPER - N J 7 I' -, � I O� � I. I I ---- ! I : ::::::..::::: <::<::<:::::,: : , >::>::>.:>::: ; .: � :::::::::::::: N �n � ; 51 - RIN � :::::::::::::::: `' ------ -- . ----- ° ,' o� : � I � � ::.::.::.::.:::a N� ONE STORY MASONRY 3 �A� s�zE �� >�>»� 60 GA�. SIZE i • � �I �� I I Q ii � C�16��,,6�� 0 0 : : BUILDING „ � �. �� _: ` ------- � + o ,��' I � � � I z z `: :;_:;::; FF = 46.68' 24 o.C. _ °� ,;, -- ----�� T : II ' I�-------- � = 3 - SRE ;� �,L{� � 320 - TAS �I � II ------ �II + ' �n � ��, ��,I I I II I ` ;: (l L1 ;' � � ` 5 GAL. SIZE < I <, '�'GAL. SIZE --------�� ': �� -------- f ` II O { " '� II � - - -� R ` AS SHOWN � II - - - - ��4" O.C. �� I I ` M � = - - ; . _ . .�. . . _ ..- : �ET N&D "LB 51 4" � �4" 3- RIN , .` II, I� , �� ---- -- � I _ _ >: ; I -------- -------- � ?� GAL. SI�E ..... ._.... ��....�...:.:..:M,.�. . � -. � -------- 70 - CF� �� I �. ig �� ' �� I • { `� ` 11 " `� -11 JD N&D "PLS 512" � O. � < < 3_ �_ � ; � � � , _ 1 � �i : �r ; i �:�i I 0.09' s,-z.z E.-� „ �� , � � I� ;: :> � „ ° 1 GAL` aIZE � II � � €� � ( � . --- �. ...., .:.:........: �ND N8cD "LB 2 10° �I 14 rJ �AS � :--- � 2 - CSE � \ \ / / — � � ---------�I� -------- 2411 � ��' � 0 ��c I � � {� 11 0.31' N, 2.1 ' E. I _, �; � : I`�.� �, �� f ..�..,...�. .. , ` --- ----� ,z� � �: ; : � �� >, 15 GAL. SIZE * \ / � : : ( ��, �� . <<,I , < II- a �o oQ o � ' � � l . ... �I I _ .` .�AL. SIZE � ; � , II " p ,- o � � � I I x - � AS SHOWN � \/ / o � a € �I No I 4 O.C. ' '� � � / � - �=�`- �I ooa�bo�� " � I I 1 , r `� II .�0�: .�� , , . ., 8 - LCH // \ I / \ L, � ± �'� G t �LI _—__--_� ___--___ O OO � O O � ' I`' � I I ," I OZZr. `� .ir _ � �i ----� � �I ' �' . ; 3 GAL. 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'.' —`yi%iE�'",J-_,•W�"_, _.— — — — — — — — _ _ — — — — _ — -- _ _ _ — — � _ _ _ —� -° .., ia �t � — — — — ' �-- <` — -- — — ', ,... _ - . . ...�.....,.....`.-.t.,....,-. %i5s:�� _„_ .,..,..��.1..{;�' 4,::..._�� _ � _ _ — _ — — INTERSECTION OF NORTH � °" "" _ _ _ _ _ _ _ _ _ _ _ EXISTING CRAPE R/W OF GULF—TO—BAY BLVD I - ;y _ _ _ _ y�f / _ ` _-� — _ _ _ _ _ _ -' - - - _ MYRTLE NOT SHOWN ON AND WESTER�Y R/W oF � ...� ,�,�_�.,�— ._,..._,��; -_ - - - - - _ - - - FOUND 1 2" IR BA YBL I/D. TREE SURVEY POUND ACL &LDIDSK I � (AKA SR 60) "LB 2610" "PL5 3612 PRM" I (R/W VARIES) I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — I I Plant List Qty. Sym. Botanical Name Common Name Specifications Space Native Drought Tolerant Trees/Palms 2 LO QU�RCUS YIRCxINIAN�4 LIVE OAK 60 a1,12' M. x 5' s., 3" calt er A5. 1'E5 YES � L f L,4G�R67ROMIA INDICA "N�4TCHEZ" NATGNEX GRAPE MYRTL� 8' hL x 5' , 3' calf , Mukl-inrV4 3mla I' ?ru�Ce AS. NO YES � GSE G1PRE5�U8 SEMP�RI/IRENS I?,41.1,4N GYPRESS b' hl x I�' ,1' cal , Matched AS. NO YES Buffer Shrubs S1 OP� OLEANDER °PE71TE° PEt17E OLEANDER � al., 36" ht. x 3D° s r. 36" o.c. NO 7ES I(d1 YOB VISIJRNUM OBOVA'NM "UA-IORL�P C1.AS5" DWA� WALTER'S VIBURNIM 3 al, 18" hk. x 18° s. 36" o.c. YES YES 91 h1FR MYRGIAN?}�IES FR4CsRANS SIMPSON'S StOPf'�R 3 81,14" ht. X 20" e. 36" O�c. 1'ES YE$ Building Foundation Plantings h GS CUPRESSUS SEMPERVIIZENS ITALIAN CTP�55 3fD al., 8' N7, 24" read A.S. NO YES 3m LCH LOROPETALUM "PIZZAll" PfZZAZZ LOROPEtALUM 3 al, 24" M. x 2d" s r. 36" o.c. NO 7ES 6id DTA DIANELLA tASMANIGA PLAX LILY 3 a1,16" hk x I6" e. 24" o.c. NO 1'�5 3 SRE 57�LItXIA RECsINAE OR,4NGE BII� OF PARADI�vE 5 sl, 24" h!, x 14" s r. AS. NO 7�S 12 vSl1 VIBURNI,q'15USPENSLM S,4NDANKWA YIBURNUM 3 al, 20" ht. x 20" s. AS. NO 1fES Ground Covers 1�20 TAS TR4CNELOSF'E1�1'1UM ASIA?ICUM ASIAN JASMINE 1 al, FlJLL IN P07, IB" VINE& IS" o,c. 1'ES 1'E6 ISID RIN RF64W-IIOLEPIS INDICA DWARF INDLdIJ HAU1TNOf�I 3 a1,18" M. x 18" e. 24" o.c. NO 1'ES 260 G�A CYRtGMIUM �ALCATUM NOLL7 FEp�I 1 a1.,12" ht. x 12° e. 24" o.c. 1'ES YES Native Grasses/Fems 600 EEL �I?FC�R05TIC ELLIO7TI �LLIOT'S L01I� CsRL�SS 1 a1.,12" ht. x 12° e. 24" o.c. 1'ES YE5 1�0 NEX NEPNROLEPIS EXALTATA 808TON F�RN 1 a1.,12" ht. x 12° e r. 24" o.c. 1'ES 'fES CALL 48 HOURS BEFORE YOU DIG It's the Law! 811 or 1-800- 43z-477o SUNSHINE STATE ONE CALL OF FLORIDA, INC. 04/08/11 05/12/11 DATE PR�POSED PLANTINGS CARRABBA'S ITALIAN GRILL 4� PARK PLACE CITY COMMENITS CITY COMMENiTS CLEARWATER, FLORIDA 2680 Gulf-to-Bay Blvd. Clearwater, FL DESCRIPTION REVISIONS ' ..� ,�. _"l.`� ` . 4,..,"4 �'\iu �� n�`i*. 20 0 `c�, ,`., � •i _.:��.:"o•;,�� ; 4''�='.,�^ . .� , �; � ,,; �: e� c - SCALE: 1 " ��t�� `' �' fe �,� -- � - c ¢ �, __ r .- � o _ Str�rch �esigFi'�`�; Inc �� L.�r�dsc�pe /�c�iitecture` t ,, 11411a�yp�,�ss Aarke��r'ee�,- � - `�arftR�!fi.� ��618�=` � Voicek �t�3.��.4.�33� Facimile:813.269.7143 - Email: sturch@aol.com Engineering Business Certificate of Authorization No.: 26548 TS TS �JOB N0. Fuxan Engineering, Inc. 201 1-CG-01 CARRABBA'S ITALIAN GRILL DESIGN CLEARWATER 15018 Maurine Cove Ln. Fuxan Odessa, Florida 33556 Phone:813-792-7949 DRAWDRM PREPAR�ERD pSl Restaurant Partners, LLC FAX: 813-792-7507 DATE 3-25-2011 Elevations based on NGVD 1929 DATE: BY DAVID G. FUXAN P.E. NO. 33133 F�LE ,$,HEEi LZ OF 3 SHEET'S FLORIDA PROFESSIONAL ENGINEER LS-05121 1—r � / � � / � �� i � � � ,� � \ n � \ � \ � � i �� \� / �--------' / � � � i � 0 O / / / // � i % O3B" �� / � MITERED END SECTION � �� i �� i i �_� i�� \� �� \� \ ASPHALT D R VE/PARKI NG \\ �,, i� oZ4,.1 �� II �I III �I /; �� II036,� IL ======J IL==--- ___— _—��/ BAC OF CURB (T(P) �30" FouN� �/2" iR N 89°48'59" E 5. 0' ILLEGIBL�s"xa N 89°46'01" E 75.0 'O 1 6" � �22° lrf 28.. {}so�� W 2�.. Qso" ��o„ �z x4 �8"x4 � FOUND 4"x4" CM N 89°46'01" E .33' (D) Os" , �6°x4 �22"x4 � » > �,8" � "P�s 36�2 PRM" N 89°48 59 E 2 .33 �34" � 38.. 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FOUND 5/8" IR � I� �� ...- :::x.:.....::�,;,;::�.:�:;�::;,��;�, �<:�.:«:;,. __-�___=___•__-___•_ --�_ -- � �I �-------- X o illii � I�`' O �� : . : : . ?. � �� " ; � � 1 °LB 61 13" � EXI TING °°'. �--_�---�___•___• -_•= I� -- °! � �� tt,i :; --� i i i i i I�.. � �� ` 6 5 N: ___�___�___-___---_=- _ _ � � _ < /� =---- i i i i i � �g'� BACK OF CIJRB ('TYP) + A� UNITS _ I /� ' ___ _ � �_—_ -- II ��<:..OG'LiFi N ROOF ._._._._...:;:�:::�Yz��a';:> :::::..::.:::.:..<-_,� - � ��iiiiiiiiiiiiii��! II ; E ~ ----��- �� 8„ I�F, � II I : � _ _ .. . :.. _ _ _ 1 � J .,..,".,.....,':.'.';� �' � � � � I �•:_:::: �t� �j, : " I i ! _.-- � � � � � M�.",'. I •:.o V �� i i i i � .. �%y ::: -:_ -------- ;I �� i i i i i i i i i i i i i i i i i i i r.[:: IL-------- �: _ :_��`_:_= i i i i i �=� � �^ �zs.. i i i i _,�I, I ' F`,Q c �-� `uiuiiiunniiiiii: II �-__=___�__ 'iiii ��;� � � � II I �niiiiiiiiii�iiiii€ °- \ _ --�-- iiiii � � w ,: _ i i i i �� w J� `' ``�:::,- � -�_ < I�I�IGATION SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY � Rain Bird XCZ- I 50-COM 5 H igh flow control zone kit with I- I/2" PESB valve, two I" filters and two 40psi pressure regulators. e Rain Bird XCZ- I 00-B-COM I Drip Control Kit, I" PEBS valve, I" Basket Filter, and 40psi Pressure Regulator, i" Ball Valve. ___:________= Area to Receive Driplme ___:_______:= Rain Bird LD-09- I 2( I 8} I 4,799 s.f. ___:_______:_ Landscape Dripline with 0.92gph emitters at I 2" o.c. Dripline laterals spaced at I 8" apart, with emitters offset for triangular �attern. SYMBOL MANUFACTUREWMODEL/DESCRIPTION � hunter PC-900 Modular Controller, 9 stations, outdoor model. W$ 1lunter 5olar-Sync Solar, rain freeze sensor with outdoor interface, connects to Hunter PRO-C and ICC controllers, install a5 noted. ❑M Water Meter I " Reclaimed Water Meter Irrigation Lateral �ine: PVC CIa55 I 60 SDR 26 Only lateral transition pipe sizes I" and above are indicated on the plan, with all others being 3/4" in size. }'� Irrigation Mainline: PVC Schedule 40 Non-Potable _��.�,,,.,��,, , ,� _.,.... Pipe Sleeve: PVC Schedule 40 Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily 51ide through sleeving material. Extend sleeves I 8 inches beyond edges of paving or construction. Valve Callout V alve Number # # �----Valve GPM $�" Valve Size QTY � 924.9 I.f. 492.7 I.f. 2 I 0.4 I.f. ii i i ' �====,- -�o � _:= I� '< � _ _ : II � — - - � i i i i i � € I <, I I � i i i i - I� - �:>.: ' -- ------- ' - ------- Q �. `" , ' Q �� i i i i �'. � �r � II � t �� Q> PROPOSED 1 RECLAIMED SERVICE �EFEI�ENCE NOTE hED � .::: g.4� � ; ir- __ _ . :€ � „ i i o i� � i iiiii �� ° V. II I I I�� : �, .::::::_....�: . .�.. � : :: <:.::.: : � """` ii"ii"i i i"i"i x Ij� �� i II ___----�I . ST. 5 � BY CITY, CONTRACTOR �HALL CALL :% iiiiiiiiii ;; N :I. � �I � SYMBOL DESCRIPTION ';<��j�;» �ii� � :: � � `� 2 ---II ;� ��-------- II ��9., '<::-.<:::;. ------ ? ' � � � N � � i i i i i i i i i i i:. I�- ----- j� � CITY CUSTOMER SERVICE TO REQUEST �� J ��iiiiiiiiiiiii : � �� I I:. i^ II RVI E 727-562-4600 a � SE C � . II @ i i i i i i i i i � i i i:- �`` (: w I WATE METER - COORDINATE LOCATION N � = EXISTING �� N _____ _ i i i i i i i i�� .: EXISTING - � =� �� ; I � I I � � PROPOSED RECLA MED R ' '@ 1 .a J z ;� -- I II � N . .� , 7 I . = , �G I I ;.N I . I I N_ _ >::>::»::»;. : ;>::>::»::>::»:. ,> `:>::::::»>::»:: € : ° < ;:<:>:>.;;. ;.:>_.;.,,.:: :: ;.:.,:::;s:::. � GATE // i3 i i i i i i' � i i i i i::: F:: ':`.<..:",.<. �' - --------- �i ------- r II i s a� ' � � WITI1 OWNER �� , �� :.: ONESTORYMASONRY _ :: Y �, ;I I I � ,s•�,,6.• N� ll�� : > '�%J �� CONNECT TO EXISTING i i i i i II � a o a i i� i i:�i i i i ws BUILDING �:: � Q:;; Q I:i IRRIGATION SYSTEM ------- � i i i i i � s I �, I � � Q II 2❑ PROPOSED IRRIGATION CONTROLLER AND 1N�ATIIER SENSOR - Z z 11 I,;'I I I� 3.:. .:.',. � �. � s: a -------- j ��-------- 1�4' o ! � � � � � ,�, , �, � � � � � = FF = 46.68 `I 1I _J: i i i i i - I II I COORDINA7E LOCATION WI7H OWNER EXISTING ii "iiii�j� � � ' � � ., : __ ��,,_.__� : `�� a W II�II : �� :�� I � TRANSFORMER I .`_— i`.� :. � �,,<, ;; f �!! : �. `� � ,� > � II _____ ------ - i ��i � �� `,I � � I � BUBBLER FOR NEW TREES (TYP) REFERTO IANDSCAPE PLAN (( L� f �.,� II" ` . �� Z :. � -------- � : --- ; �4� E 1 �- � , R � € i i r ;€ ° �� i. II ig '� II i i i i i ; ` II a DRIP LWE FOIZ LANDSCAPED BEDS (TYP) REFER TO LANDSCAPE „ 14� �� ---------�� '� 2 � II� � fA , I � I - ❑ SET N& LB 514" , � ;.,,, .._.... ...._. .... ! � `; :4.........-•--._>__ . ,......;.:.:: ,.. � ,,�� r: ----- II � FOUND N& °PLS 512�-�I x �I "`. ; " 3 (I�� : J � ; � --- � �r------- ---- -- II S� L � � �i� PLAN F � : �„I _ _ _ : ; : _� { ` PROPOSE .. . � / : � �I iiiii . 1 0.0 S,-�.� '�E. ` ; � I�ii � ^� / � � �� RECLAIME R !!!!! { � i I I � , I II ' ; � �;� .�xp> • II �, z 4. a 12 II � � � � � � �; � I 5 DRIP LINE FOR 11EDGE ROW {TWO LINES ! 8" O.C. MiN.) - REFER FOUND N D "LB 2 10' �I ia"II ;.. {------ ,� ,� \ / -� � : _ � ;; _J �` r 1� ❑ � `' _ �: ------- �-- - IIII n W I � / �I v� : ' I�- / .--- - o 0.3 ' N, 2.1 ' E. � E i i,� ; < < - -�I i; .___ ___ = i i i i i ��' � �' - I �� TO LANDSCAPE PLAN I 12' ; - I I I I : >f � � COVERED� PATIO � . . . � ,i �`. I X � � --- I �/ I� : ; � � ;: II � � II ad ( -�- --- - OFf'll (n E �-I I I � � z I /� �-`- _ = JII . �� I / �� `,. I W ; a �, II _�__-- -- _ III.JI � �I 'n �� u N o I II _ i. � � / � J :: ________ i° _____ �; .__-�-: ;� � I I Q VALVE LOCATIONS ARE DIAGRAMMATIC, INSTALL VALVES IN LOW - �`- I , i i i i i i i i i i i i i i i��' : / `' <, `' .��;�� '� �� i, �r--- ----_ -�=:= i�i�i i i :1� FIC" AR I 2" BETWE Y � io�l � �,�,i�,,, ,�,..,,,,ii � � I �.. i, ( _:_ iiiii � j 1 Ozz" TRAF EAS WITI1 A MIN. CLEARANCE OF EN Tt1E -s--�" -I ii ii�iii�iiiiiiiii : / --�� -� �� . � i l� �___�_ _= iiiii -� 11 I II II i i i i i i i i i i i i i i i i i; �. . -�� -� - VALVE BOX AND ANY FENCE, WALL, 51DEWALK, PAVEMENT OR a � � I I`I I I I I I I I I I I I I I I I I I � I�+ � �' __�� - I I I I I �i � 4 � a � � � �� `\ . . � . . . . . . . . \ / � � �l % �/' ;ig%i i �i'� � ------- � t; - - �� ' SODLI NE �, � �� Il " �.,._. a L; �� /,'. I I, I, .�� I I I I I I � \ � I� � �� `-` - - � . � ' CO � �X� � � l�/��i��ij%i�/i�i/� II ' il ��II �� II I I I I I %�, �I ( �� I - -� �( ?�° �€ � �_? '��/;; .'�;��;��'%; :;� := I� 3�I EDGE OF P �) i i i i i � � 57UB OUT TWO SPARE WIRES IN VALVE BOX , NCREfE � — I € --------- ` � '�I " I : II ; � � - , < COLUMNS WITH i • i i i � / i �I � ---- i� � 1 � � — ' ' M ENCING ��/y1�r��o„ �� /'/ � - : ; .:::..::::.::, i � O� I ;. ,..::.. �o ! C EfAL F p --�I �.II .... 20' i I 1.,.. 22,� I = lI I � BEfWEEN � /' .! yi.ii��i��i/.� II � � II I I I I � !. � I I 1� 1 � ___,�!� ,�2 � n � 9�i��iY�%,'�'�.'�,'�' �. iiiii Q O SHOWN FOR GRAPIIIC CLARITY - INSTALL PIPE WI7NIN y} II �.1 .� 2 4 r a. .:; ::�1 � � ; ' ; ---- 11 - 36.2• /i �i �i�..i� i��i •.i�'(Jfj . , � --- II � ` ; :"� : . ; ' . �� ;:<.< ::::::::::::.. ................- - .; < < � i i i . t: � ' - -- .... � _..;._.....>......_s........<.... � �� ; ,1 �:"f:»:::_>"s ,:s>sns::;;:::::> . :...:.... ...>....:... n > ; ,. :::: :::::::. .... :..:<:<:.:..,..:.:::.:.:«,;::�x�:,;::....: :-:.:::.:::::::::::::::::: II i -------- : : i i i i , . I I .: < . ; GREENSPACE o e � , 1 - ...._.: . ,,...�......... . � ,. � , / .'.,%'%��.'%'%'%�.'�,'� #: - -------� I� , _ 1 �� i i i i � � EXISTING 6 . .::._.:_.: . ��( • 1 , (� , 11 �,:«::. ««:;;::;:«_:: J ~ Q J j . ` Y �:::::�i"...� �"""""""."..:."""::..."' __'___'___'___. • � . .. � / � , / �/ // • �� ".�� I � I .. : 1 I) 4 � i-` -.:....."""":...._...""" "..::..(n..�..._,..:'...:...�:....,...'......' .:. '.':..:;: '_.::':.__'___ __ '___.� : C � Sc ,. /, / / .% � / . / % %'.� II ;: � ; � � �� o� 16„�� ; . � � � � � � � : F �2 � � � � ( _ � ; � RECLAIMED MAIN -�--- ��---�-- � �;':; .'�;��;'."�.'�;'%�.''�;'%�i `` �� i �� , , _:jl � s Sf10WN FOR GRAPIIIC CLARITY - INSTALL MAINLIN� AND VALVES �_;:.:>;:.<." - - -- -- �---�-- : � II i i i i � �: W � � :::::.:::::. . - zz I _: II ._ ..:.....::..: --- - � , �� ❑ . : `.;::.;::;:. -- :;:>..::.:;-- - -_-_�___�__ ' :: lv�' `' Y.�''.. �'� 'i''.'�i��'•'�•'�•'•'�;'•'�•'•'�,'�' I � > � ' <,:::; . �;,;>. � . i i i • i i i � i i i i . �� '� "- - _ � ------ -11 I I I I =-��T�-� I � II -- - - . . ...: _. �,— - -.- - - � �, �v4 < � � 1 WITHIN PROPERTY LINE F�� ; / �--•------ ':::> ::::.::::::::>:::::;::.:: ,, . s,— ` /-�i �i �i'•�/i�i��i��.�i��i��'.�/ -------- — --- —__ �<,' Q � ��`.�� , ��-�:_ -- . . :... :.:.:� �, �, < <.� _ _ -.-t--, �,� �, �, �j � � � , , � � �l �� -_.---._-- 10 I i i i i �, . NOTE: '� ,,z I: � -- _ �_s;�� > ,..�:<:.,.�;..°.r--°- � ��.� � ��.%%�i�� i � _-� - � ... � _' _ _ _ "_ _ _ _ ' �-3�aa . .. ✓ c / // ,/�/ /��//�, �� /� // // � — — _ �4 z2 : lI . . T - �- - � =,r =�-- _-- -- 2 Q : - -�- -�---�---�-- ,,�::....... -.--- �. ,.> x.:..:.�,,, . � :: : . �,.� �� I I K H 1 ,,,,.;., w, ..,, � , � , . i',';.', ., ii.', .,',�.',' THESE THREE AREAS ARE � � ; � : ��r;� � � o � o =__-_;___:___:_- � i'. <, . �I � . �� i � � i i i � � II __:__ ._ / �'�' ` _ J . ! � � � ;:: :_�� 2 10 LOCA7E AND USE EXISTiNG IRRIGATION SLEEVES WI-1ERE TED AS � RS ' I : i� ; I I I �� _:_ _-___� __ __ _ � `' 1 <�� i.. I '�,'�,'�;.'i,'i,'.;'�,�i,�.;�! /� 4 € - - _ � '�_= __ - � � � - ,- - - , ,;•,� .. {� `,'1 I � -- _ Y � POSSIBLE. I ' -�- -•---�---•-- • 3��I i '• �]y i .�i�i�i ,�� i� � - ., __ / / PLANTED AND IRRIGA � �� N: � i i i I� --- -�--_:__-�__ : �, � �_ . r 3 i aY^ � � %�..% •� � �'�'�' ' <: -_--__- _ _- � , : -. � / � �� . . � � �.� `� . _ // �` 2�� :, . � r�`� � � � • � _ _ -:� � \ � r, ,�. .� � ., � . � � � %E1y'. �� PART OF THE NEIGHBORING _ � � �l � i i 4 i =:_ _=_-- --- -- - ` � t � i � � ., , ,�.�;�.�, % %� (( �_-- _ -__ " % � ,,', �i �, •, •' � _ � ', �,`:� `; I I �� Y . � _ - �72' :� I , ` � I I I �� - ---�-- --.�:__ : '�' j � � 1. � . ' � �i A�� i �i •% ��j / � t�°=-_ � ! / ..�. . (� �'��/��%/��/�� /�� /� �i /�� , � �� t � °- �I ` PROPERTY . / � E# i i i -.----- �� 4i . . , . � ' � ,,�',,.'%',%, �' i ; - - - , , v-�� , �',�,,�,�,',':�,� . �� , �.�',' I �1 m I 022" 11 DISCONNECT AND REMOVE EXISTING POTABLE IRRIGATION METER. r ° -----� -------- � _ . -� _ _. . _.... � � � � � -�- -�-------.-- � �� , � . , _ � : ' ; _._ _.___ ___._— . L 1 . 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AND WESTERLY R/W � - _ _ - _ _ - O PARK PLACE BLVD FOUND 1/2" IR FOUND NAIL 8c DISK ( "LB 2610" �� (AKA SR 6�� "PLS 3612 PRM" � (R/W VARIES) I _ ��STRIPING (TYP) — — — — — — — — — — — — — — — — — — — — — — — — — _ _ _ _ - - - - - - - - - - - - � I � I � CALL 48 HOURS BEFORE YOU DIG It's the Law! 8'I 1 or 1-800- 432-4770 1 SUNSHINE STATE ONE CALL OF FLORIDA, INC. \ ATI N PLAN IRRI O G CARR:ABBA'S ITALIAN GRILL PARK PLACE 04/OS/11 CITY COMME�JTS 05/12/11 CITY COMMENTS DATE CLEARWATER, FLORIDA 2680 Gulf-to-Bay Blvd. Clearwater, FL DESCRIPTION REVISIONS i�� ` `� F' '�� `�.1 � e' r' ' � ' 2 * . . � �� , 40 20 0 2�33� �``�`� .,�- �k� `: , 1 .� ;� ■ „ ;,�( �� . G') �� SCALE. 1 = �� _ :r Q�,, Sturch s�ign G��$�liic ., Lai�d°scape Arc;h�tectur� �; i� 11411 ��press.��rlr�fr�et - Tartt�a;�'��=�i�8'18 �=�� ; Voice 8'� �:964.83$4 Faci m i l e: 813.269.7143 Email: sturch@aol.com Engineering Business Certificate of Authorization No.: 26548 TS TS �JOB N0. Fuxan Engineering, Inc. 2011-CG-01 CARRABBA'S ITALIAN GRILL DESIGN CLEARWATER 15018 Maurine Cove Ln. Fuxan Odessa, Florida 33556 Phone:813-792-7949 DRAWDRM PREPA�R�E�D pSl Restaurant Partners, LLC FAX: 813-792-7507 DATE 3-25-2011 Elevations based on NGVD 1929 DATE: BY DAVID G. FUXAN P.E. NO. 33133 F�LE ,$,HE�TT L� OF 3 SHEETS FLORIDA PROFESSIONAL ENGINEER LS-05121 1-r � � N - N � I O) r-- 2'-p�, EP-3 6'-6 3/4'� 2'-0„ N � r � e- � I EP-� 4'-5" '-11 1/ .. 3,_3�, 1 1 1/4» 3 1/2„ 8'-1 1 1 /2" FR4NT ELEVATIaN — 01 SCAL E : 1 /4"=1'-0" 0 � � N �- � � � � � _2 � � '-9 3/4`� 1'-7 3/4„ 2'-1 1 1/2.. 16'-11 3/4" _ 02 �-��... _ ________ SCALE: 1 /4"=1'-0" �;> EP-3 13'-1 1 /2'� 6'-6 3�4" 2'-0„ 6'-6 3/4'� EP-2 I EP-2 I '-11 1/ „ '_11 1 5'-10 1 /2' 3'-2 1 /2" 2'-0" 6'-6 3/4" " ,-11 1/ 3'-2 1 /2„ 36'-10 1 /2" � ° �/_� o � a 9 � � � � 04/QL��QI�] C� G30 �L� �� ;� � � 0 � � 2'� 11 1/2"� 4�-10 9'-1 1/2" � �> � � � � 2'-p�� '-11 1/ '-2 1 /2" 8'-2 3/4" 4'-0�� ' ) 3'-8 3/4„ 4 1 /2'� 5'-7 1 /4" �;, � ° �/_� o � a 9 � � � � � �4l°aL��La�l C�G3�� ;► EP-1 � � �� N EP-1 � O I i� O � r- r-- EP-3 �'-1 1 1 /�„ '-2 1 /2" 3'-4 1 /2 ' 3'-Q„ I I 3,_�,� I� I� 2'- i 0 1 /4" 16'-7 3/4" 15'-5" EP-3 6'-6 3/4" � 3'-0" � � 3'-0" 2'-1 � 1 /4" 44'-10" '-10 3/4" 2'-p" 2'-p" 2'-10 3/4,� , 4'-Q 1 %2" , , 4'-0 1 /2" � � 4'-0 1 /2" � � 15'-5" 9'-4 3/4" EXTEf�IOR FINISN SCNEDULE SYMBOL DESCRIPTION EP-1: EIFS OR STUCCO WALLS: SHERWIN-WILLIAMS PAINT SW7036 "ACCESSIBLE BEIGE" SUBMIT SAMPLE PANEL TO OWNER FOR APPROVAL. EP-2: EIFS OR STUCCO WALLS: SHERWIN-WILLIAMS PAINT SW6143 "BASKET BEIGE" SUBMIT SAMPLE PANEL TO OWNER FOR APPROVAL. EP-3: EIFS OR S1UCC0 WALLS & PAINTED CMU BLOCK WAL�S: SHERWIN-WILLIAMS PAINT SW6152 "SUPERIOR BRONZE" SUBMIT SAMPLE PANEL TO OWNER FOR APPROVAL. EP-2 � EP-2 21'-11 1/4" 3'-4" � 4'-1 1 /4" EP-2 - : ��. :�P.-:.:��:::�:: � �=�. EP-3 1 1 `-6" 0 � � � � � � 0 I O N � EP-3 10'-5 1 /2" E RI R E L v TI . � � ■� O � � W W � c� z 0 Z Q � vJ W W OC � �..�..� J � / � .-�► .� 0 ��j J J — ll � t� � Z � � � � J ^� ~� `'i � � ,� � PROJ. INFORMATION DRAWN: RGS CHECKED: RGS DATE: 3.28.11 SCALE: NOTED STORE #: ---- SHEET # L -1 N � � I � N N � e-- � I 0 N � \ � � N � -(01 - � 02 EP-3 EP-3 24'-9 3/4" R EAR ELEVATION SCALE: 1/4"=1'-0" EP-2 0 N � N I � � 1 ,L22 SCALE: 1 /4"=1'-0" EP-3 EP-3 .{ 33'-2 3/4" 24'-9 1 /2" EP-2 �,: :�: ::��?:- =.�:= EP-3 � I O N N I � N 6'-9 1/2„ � I � �- EP-3 E P-3 � � 0 � � � 5'-0" EP-2 0 � 12'-1" :� � 0 N EP-2 N � N I � N 41'-6 1/2" ��-o» EP'-1 3'-4" 3'-0" 3'-0'� 3'_p" 3,_�� 3'-4 3/4" 2'-10 1/4" 3'-2 3/4'� 2'-10 1/4" 47'-g,� EXTEI�101� FINISN SCNEDULE SYMBOL DESCRIPTION EP-1: EIFS OR STUCCO WALLS: SHERWIN-WILLIAMS PAINT 5W7036 "ACCESSIBLE BEIGE" SUBMIT SAMPLE PANEL TO OWNER FOR APPROVAL. EP-2: EIFS OR STUCCO WALLS: SHERWIN-WILLIAMS PAINT SW6143 "BASKET BEIGE" SUBMIT SAMPLE PANEL TO OWNER FOR APPROVAL. EP-3: EIFS OR STUCCO WALLS & PAINTED CMU BLOCK WALLS: SHERWIN-WILLIAMS PAINT SW6152 "SUPERIOR BRdNZE" SUBMIT SAMPLE PANEL TO OWNER FOR APPROVAL. N � r- I N N � 3'-8 1/4" � 3'-1 1 1/2" EP-2 3'-3,� 13'-7 1 /2" \ 0 � � N � N I � r � � � N . � � .� o � � W W � � z 0 Z Q � VJ W W � � W � { / 1 � .� � �� J J - tl � �7 �!'� Z � -� � � J ^� � �, �'�1 � � . � � PROJ. INFORMATION DRAWN: RGS CHECKED: RGS DATE: 3.28.11 SCALE: NOTED STORE #: ---- SHEET # � �� .______.i i.______.i �. _._._._ _:.� �.:_ _._._._ _ .� � �� I■ ■ I� �1 I� �1 I� �I I� �1 1■ ■1 I� ■1 � - - - �;,„ --= %ii'�� ii �� ,. II� � :�IIII� � �II . � \ : : ��,, . . . ,- ..---•■ , 1 DOiWN o 0 "C ❑ r � :; � i i i ' 1 i . �� ' `` i_ _ � I �. i: _ � `�` �i ♦ : -I �`�� i � �� i � �� I � �� I � ! ►' _` ,�� ' . `,�� ' I � 0 � i� �\ /� �\ �� . '� �. '� ��`�i �� i o ❑ � 0 0 �I �� I`��..��1 I� •• �1 `� �� I 1 � I �, ,� � � ;D � I �� .—. `� �� I,. ., I :: !� �� 1■ �l ��„ �� ;• �; ,�..�► �� ■ iiii � � � � �� , � C�7 r� � . . . �; � � -� �' � L__ , C�7 , ,�-� �� \� ,' ( 1 J -1,� / u� � I � .\ � � / \�_�� ---� � � � � � � � .�. � i � n �.-_ , �. � � + r-1- I ��, 0 C�7 ❑� C�7 :•� 0 � 0 � � � . �� :11 �� %/////////////////////////////�///////////�///�/. :11 � ! ' �� %/////////////////////////////////////////////. :11 �� ' � �� '� 0� %/%//////////////////////////////////////////. � � 0� %/////////////////////////////////////////////. • �� E � i; , Y �� FLOOR PLAN 7,102 SQUARE FEET (INTERIOR) 1,183 SQUARE FEET (PATIO / PORCH) 350 SQUARE FEET (EX. COOLER) . J LL ., o � � W � � � z Q o z � � w Q � w � J U �� M v � � � � � ~ � � PROJ. INFORMATION DRAWN: RGS CHECKED: RGS DATE: 3.30.11 SCALE: NOTED STORE #: ---- SHEET # FS-1 DES��gP1°I�IJ: (per �Dw=aesship and Eneumbrance Report pxavided by client) t� port�oaa af paresls A and B af PARK PLACE OUTPARCELS recorcied in Plat Book 113, Page 60, described as follaws: A tract o� land lyang within the Northwest i/4 of Section 17, Township 29 South, Range 16 East, Pinellas County, �'llorida ar�d being more particularly deseribed as tollows: Gomrrienes at center of said Seeiion 17, same also being the poini of intersection of the centerlines of Gulf-to-Ha�y Boulevs�rd (SR 60} and Hampton Road (CR 144): ihenee 5.89°46'41"VY. along the South line of the Northwest i/4 af Section 17, same beizfl� the centerline of Gul#-to-Bay Boulevard, for 1507,65 feet; thence leaving said centerline N,00• 13'S9"W,, :for 76.21 feei to the point of interse�etion with aforesaid North right-of-wap line of Gulf-to=Bay Houlevard and the Westerly ri�tat-af-�n*ay line of aioresaid Park Alaae Boulevard, safd point also being the POINT aF BEGINNWG; thence 5.87°17'49"W„ along the North right-of-rovay line ot said Gult-to-Bsiy Boulevard for 251.9�7 feet, thence leaving said North right-o:f-way line N,00°13'S9"W„ for 143,12 feet; ihenee 5.89°46'01"�1'„ for 10,U0 feet; thence N,02'15'23WP., far 5i,34 feet; thence 5,89'48'Ol"W„ far 5.00 feet; thence M.00°i3'S9"W., for 90.00 feet; thenee N,89°46'Ol"E,, far 75.U0 feet; thenee 5.00°13'S9"E., for 10.00 feet; thenee �T.89°46'01°E„ for 228,33 feet ta the point a! intersection with the aforesaid �Pesterly right-of-way line oi Pau�k Place Boulevard; thenee along said �esterly right-of-way the following two (2) courses; (1) thence S.00°13'b9"E., for 229,66 feet; (2) thenee 5.45°29'32'W, for 4$.5� feet to the POINT OF BEGINNWG, Gazatainir�� 1,81 aeres, more or less. TUGETHEft WITH an easement for ingress and egress for pedestrian and vehicular traftic recorded ia warranty deed recorded in Ofiiai� Records Book 56�2, Pa�e 88, of the public records of Pinellas C�unty, Florida, FOUND 1 f2" IR _ _ I�LEGIBLE �lo C� p z� O o�i = N !- r�7 W U� � � jl Z � m� Y � A S P H A L T � R I V E j P A R K I N G EDGE OF PAVEMENT (TYP)� BACK OF CURB (TYP) GLENBORQUGH P'ARK PLACE LLC 17-29-16-00000-23Q-1100 .. . ... ' �. .... ' .. � . .� ... ._ `-: :+ �� • • � -r- �" �.. , • .i ' • • ' ` • ` � ' . � � � , � r. � �h�. 9 < a . , a 11.5' • a °' . n . ~� . ° ` � 5't, sIPEwA�K a a . 4 p: . � a DETAIL "A'° EDGE OF PAVEMENT � . � 2.3'---� BACK OF � 2' CURB ri 4.9' � -E�GE OF PAVEMENT DETAIL '°B'� PARKING SPACES: REGULAR SPACES: 101 HANOICAPPED SRACES: 4 TOTAL: 905 (THERE ARE 2 ADDITIpNAL SPAGES PARTIALLY ON SUBJECT PROPERTY) � 89�4a'.�)9�� E 75.��' FOUND 4"x4" CM FOUND 4"x4'� CM �� N 89'46'01" E 75.00' (D) -M-� "PLS 3612 PRM" �! $9'46'01" E 228.33' (0) - '�P�S 3612 PRM" �. E�GE DF PAVEMENT (TYP) ¢ � ^ N 89'48'59" E 228.33� 5.9� 4.3' r "� W i / ASPHALT ORIVE/PARKING � WESTERLY R/W OF 1 W �.,.- ?� a PARK PLACE BLVR p I i � ° xNW ..-� �.� �� -- ----------------- � / / N W � � .Q—._�—.._._ �_ _»— I WN � Q Oo --- —��_�__ i ��W SS ________________.L=== _______� ___________—_--__ I " �� I I z? � --lIT -- � F �� — — — ^ � I EDGE pF PAVEMENT (TYP) � " r ^ II RS � �� ASPHALT DRI VE/P ARKI NG I ,/ BACKOFCURB(TYP) II �+� �!n I -� � � � � � I 7.2' +- .� � � .�- �' � � � � � oz� 2a..00' ��.__._�^—I-- -------�-----'� �k �I II �`.�� I NON-EXCLUSIVE � METAL FENCE � �I + I (ORNAMENTAL) I 1 c�' � INGRESS/EGRESS INGRESS/EGRESS S EASEMENT (PJ � I EASEMENT I II - � - �, (O.R, 58�0, PG. 1322) � � � I I I FOUr�D N�a I I I I) � � � '�LB 2610�� .— .` �� _ � ._ � �� !I � p � Q � aS SS �— 1 .._ �_ (v ^ � _' — — -- — .— _ _._. , � � „ �,,.� I 53.3' � I — _" ° -= $S I I — F4UN0 5/$ IRT � � I �' �� `Z �/`J I • �' _ � ,_ — — �� — � — — .J 29.7' � � �.< < �B. �1� � , = -- — ��,,-, � II � BACK OF CURB (Tl1') —�-- I �\ II � I F_� • / I ( � ..� 2a.4' J � d� ^ �f� � Mp �- � �/� N � � / �� I N 3 � �� N � � r� �� '��,��,� I o 0 � �°qP� PY�PR I � Z I 4�.�R ((�LAT ��Ok 113, PACE i�0) � Ll � �, SET N&D "LS 4514" AT z FOUND N&D "PLS 2512" ;� � Q,09' S, , . � � FOU�1D N&Q ��L6 2610�� 4 �.31' N, 2.13" E, o a • W w �, > � 0 z.a.' � � a z EDGE OF PAVEMENT (TYP) a � a � � s � 0 f 0 0 O z rr) ��' RS t- � r� J I I � � I rn � � � � � �o �'�� I � I �• ~-��`�'-- II II ��' � � �, � � . � Y I 9.4' �`""�-,-._"'_--- ---_.. �� °@� a I I z Q� (% a � --__._�_ . �_._ __ �� ,�� 6 ��4�� "- -----__�______�� ! I Y _ w N <' ST, � � � a I � �� 5� � er rv I --..,�,� �( � Qi N v � Q \ I ~N�.� ¢ N ` " � > � > � a � R o-l-�„_J � F� �_ �! � � n � �4. ��'} � u'�, I-t �, � � �+ �i � I I �'' a - N W 2�, � � N ONE STCIRY MASQNRY � I I c� � � "' \ W r ' A � o � BUILDING � �� ? I I - �'`, . °' ° _`' °°� `� FF 46.68' {� �� Y � ``Y-- ;•�'" `�'` � I �T 4.5� �2s�o cuif to say ei�a) II � I ! ° '�-��. � - � ¢ I a � I � `• °0 0 � �. � � / R � '� � I� � I I � a _ ... ,� �n cn _' � � , � �� , I I a �,' �� ` a � _ _ i� � �''�. 29.6" R�. c o I) � tn in �.� ,I � � I I ¢ ` � � -�- � � { � � 9.D'r . �� ,. _j' � � � � � �� I I I =-� � --� _ a � COVERED PA110 X `•' . � t, .. � a. �.. x � . < �) „_ 1 I 1 ��'-L L_ � ��, N i I �, R t,. �, II a I 1I -� � < � � � � �� - - W �..<, iI �. _ . �. a . ��,' � 2,z. „ � ` � �� g �� _ `; UNC4VERED PATI01 II , I I r�� ' <, ' x . t ` COLUMNS WITH � � I� � I � �� w ^ � ' ;' `� METAL FENCING � I) ( � EDGE OF PAVEMENT (TYP) � �_ -[� _( �T I N 0 . BETWEEN � I� I I I F .__.1._,_ LZ - e- v M� N c ; 36. Z' < �. •` ' X . ; � � � �" � � �-'� �_ ._��- �n -�-- -�_ � P�; �' <. I SC `' �� I I ��.T7-I_.r I � ' { j � C,. ��+ ' I I �•, W �� j,�_ l.� � 3� .L1: • =�l �,=, ��I� II � �.1 1.,.� 3 ' � ' <'� • `� `, � � `` ' �� << S� C�. ��`��1 '<.I . - II I I CI'. 'Q � �-R '� < `, . • < 1 ^ a��- � - o � ; x , . � , � � . �, � . � � I' � , --�-�- ^ ---r Y -'--�-� � �. < � �� . T � .. I� �� .�..,_ 7 o Q 4 1., � � �� '� / . � ' � ��1 Oo �, � <<-' �� —� t; � -�^ � �, II .m T, ��-;'�"'I_ Z+� . . . . . , �� -�� . 6._ � L __l._ �� ' _� �� -�.2� 4�1 � � � 1 ' ,4i }, ` �� .^�' �.� . ' ��, + � _.._ — — � _. — — -- " '- ` ` � I I /'� ` � F'°o / / < � , L �_ I . . � �.� '�� _ �.. - � _ ` -- — -- -- � �) gs�`�°'G FOUND 1,f2" IR �-1— �� — ! � "� � �..�r C� �' n n � c � L� � � � f ,- — ,,,,_ , --. <; z;.—� ,.: � , � � �� 2r�A�.y 1�6 2610 � 7 �, � _ �- S , �, 1�_. �__l. — � •<'� / 8,g� � I ��^� -«._�.__._= SS ��._---� �`'_—_= ss � �a,'`� - -y- L ______— � w h s .�� ; __------_---`_�—` _ / �� <, � �.-�� 1' ��- ^ � CONCRETE 80X WITH METAL ,°� LID (FLORIDA POWER CORP) EAST SIDE ABUTS PRQPERTY � � t,. �: ;' <,. �' . `.` �<.,, � `` , �� .� FOUND 1�/2" IR "LB 2610" � � � r� �r FZ aw � ouwi 0 � �I �_ �� .�,<, ;�,. �, ��_ ... �� / � VERHEAp POWER TYP) T ' ASIPH AL�T DRIIVE JPARKIING � 1 � � � � � SPHA�LT DRIVE PAR IN G � 54j�' Oj �� ' r�,. _ — — � � � NORTH R/W OF ^ ^ p� S 87'17�49" W 251.97' (D) GULF-TO-BAY BLVO WM `� S S7�L3'SZ�! W 2�JL.L�' � ,� . � < ,., � ,. WM . ` t � � � `'5'f SIf1EWP,LK� , � �'.^ � �, , ' � � S � . C' L ` �� . ` _ s':. ' , � ' . �.. . ' , ' s i • L, . , � t . • � _ � �� r. .. _. _ STRIPING (TYP) "-"'�"T- �-EDGE OF PAVEMENT (TYP) G6./L� / V L.�� / %�� I�.�/. (AKA SR 6Q) (R/W VARIES) / o� ,►� � L / �� i. . .._..I � _ _ — — —�- —� � o�`' ° , `., � -� O RS ' `' `��` �� BACK OF CURB (TYP) ^ � � RS <,� �� : SEE DETAI� "A"� TC ti � . . � GV � � C,: , . . � I _`�� , � , t i `', �: L , ' � ' K / 4 . . ' a r.� � � , LEGEND IP, IR = IRON PIPE, IRON ROD CM = CONCRETE MONUMENT N&D = NAIL & DISK (F) = FIELD DERIVED MEASIIREMENT (D) = MEASUREMENT PER DESGRIPTION FF = FINISHED FLOOR ELEVATIQN TYF = TYPICAL R/W = RIGHT OF WAY AKA = ALSO KNOWN AS O = FOUND IR (SIZE & REGISTRAl10N NUMBER AS NOTED) �1 = FOUND N&D (REGISTRATION NUM�ER AS NQTED) QO = FOUND IP (SIZE & REGISTRATIpN NUMBER AS N4TED) �= SET 5/8" IR "D,C, JQHNSON LB 4514" ❑ _ �OUND CM (SIZE & REGISTRATION NUMBER AS NOTEO) POWER PQLE es = ROAD S1GN Q> = TELEPHONE EQUIPMENT BOX V = CABLE N FLAG " = GUY ANCHOR � Tc = TRAFFIC CaNTROL BQX wM = WATER METER PB = PULLBOX O = GUY POLE (GaNCRETE) �- = LIGHT POLE ss = SANITARY SEWER MANHOLE O = BOLLARQ fi = METER PQLE ET = ELECTRIC TRANSFORMER sT = STQRM MANHQLE FH = �IRE HYDRANT Gv = GATE VALVE � = POST sc = SPRINKI.ER CQNTROL BOX � = INLET ' � { - COMGRETE Y� �; W � E S SCALE 1" = 20' Q 10 2Q 40 i SURVEYOR"S NOTES i. Surveyor has reviewed the Ownership and Encumbranee Report, Ffle Number 20110074, as issued by Stewart Title Guaranty Com.pany, dating from June 10, 1988 to March 2, 2011 at 6;Q0 a.m., All pertinent matters except leases, lians, mortgages, taxes, or other similar finaneial matters, identified as eneumbrsnees in said Ownershig and Encumbranae Report have been shown or noted on the survep. The undersigned has relied solelp upon said Oe�mershig and Encumbrance Report for ail maiters pertaining to easements, rights-of-way, setback lines, agreements, reservations or other similar matters, �. No underground installations, impravements or encroachments have been located except those shown hereon, 3. No instruments oP record reflecting easements, right-of-ways and/or ownershig were furnished to the undersigned except as shown, 4„ Bearings shown hereon are based on the West b4undary of Paraei "B", PARK FLACE UUTPARCELS, as ger the plat or map thereof recorded in Alat Baok 1.13, Page 60, of the public records of Hillsborou�h Countp, Florida, Said line bears N.00°11 �01 "VP, 5. Subject groperty rraay contain lands that are subject to jurisdietion ar restriction by one os more of the following ageneies: Army Corp. of Enganeers, Southwest Flarida lRater Management Distriat (S,W,F.W.M.D.) or k'lorfda Department af Environmental Prateation (F.D.E,F,). B„ Subject propertp appears to lie in Flood Zone "X" aecording to F'lood Insurance Rate Map. Community Panel 12103C0128G, dated Septemher 3, 2003. 7,. Ownership and Encumbrance Report makes exception (Item 12) to matters as shown on the plat of PARK FLACE OUTPARCELS as recorded in Plat Baok 113, Page .80, of the Publie Records oP Pinellas County, F'lorida, Said matters atiect subjeet property, and ihose matters that are prot,ractible have been shown hereon. 8. � w n e r s h i p and Encumbrance Re port makes exae ption (Iteann 13j ta Notiee of Adoption of Development Order recorded in Official Records Baok 5619, Fage 545, of the Publi e R e co rd s of Pinellas County, Florida, Said matters affect subjeet property, but are not protractible, an d t h e r e P o a r e h a v e n o t b e e n s h o w n h e r e o n. 8, Qwnership and Encumbrance Report makes exeeption (Item 14) to Ordinanee 3205-83, rendering a Development Order recorded in 4ifiaial Reeords Baok 5675, Page 935, as amended in Oifieial Reeards Book 6879, Fage 1461, all of the Fublic Records of Pinellas Countp, Florida, Said matters affeet subject property, but are noi prc�traotible, and therefore have not been shown hereon. 9, Ownership and Encumbranee Report makes exeeption (Item 7.5) t o D i s t r i b u t# a n E a s e m e n t r e e o r d e d i n O f f i c i a l R e e o r d s Book 5874, Page 1864, of the Public Recards of Finellas County, Florida, Said easement affeets subject property, but is blanket in nature, aefined �s eomprising that ten foot wide strip of land l�ng five feet on each side of the centerilne of grantees faeilities as designed and installed at rnutuallp agreeable locations, and therefore has not been shown hereon, 1�, Ownership and Eneumbranee Report makes exeeption (Item 1B) to Easement and Restrictive Covenant Agreement recorded in Of�icial Records Book 5878, Page 2110, as modified in Official Records Boak 6256, Page 1111, together xiih confirmation af Crass Easements recorded in Official Records Book 8539, Page 1411, all uf the Fublia Records ot Pinellas County, E'lorida. Said matters affect subject property, but are not protractible, az►d therefore have not been shown hereon. i'l, Ownership and Encumbranee Report makes exaeption (Item 17) to easement recorded in Uffacial Records Book 5988, Page 788, of the Public Records of Pinellas County, Florida. Said easement does nQt afPeet subjeet property� and therefore has not been �hovrn hereon, 1�, Ownership and Enc�uax�brance Report makes exeeption (Item 18} to easement reaorded in Offieial Recosds Book 5988, Page 790, of the Publie F�ecords oP Pinsllas County, Florida, Said easement does not affeat subject praperty, and therefore has not been shown hereox�. 13, Ownership and Encumtarance Repart makes exesptfon (Ite� 19) to easement recarded in Official Records Book 5988, Page 782, of the Publie Reoords of Pinellas County, Florida. Said easement does not affect subjeet property, e�nd therefore has not been shown hereQn, 14, Ownership and Encumbranee Regort makes excegtion (Item 20) to easement recarded in OffiQial Reaords Book 6366, Page 1056, of the Public Rec�rds of Pinellas County, Florida. Said easement affecis subject property, but is blanket in nature, defined as lying iive feet on each side oi a11 wrater and gas mains, , exaludimg any water and gas mains that may lie under buildings or within ffve feet of buildings, and theretore has not been shown hereoa 15. Ownership and Eneumbrance Regort makes exeeption (Item 21) to Distribution Easement recorded in Qfiicial ReGOrds �ook 8226, 'Page 1108, of the Public Reeords af Pinellas County, Florida. Said easement affects Parcel A af PARK PLACE OUTPARGELS as shown hereon, but is blanket in nature, defined as aomprising that ten foat wide strip of land lying five feet on each sifle of the centerline of granCees i'aeilities as designed and installed at mutuallp agreeable locations, and therefore has not been shown hereon. 16, Ownership and Encumbrance Report makes exception (Item 22) to Declaration of Unitp af Title recorded i,n Official Records Baok $875, Page 1768, of the Fublic Records of Pinellas Gounty, Florida. Said matters affeet entire property, and therefore have not been shovm hereon, 17. The legal description eontained in the Qvrruership and Eneumbrance Repart and shown hereon, includes an easement as described 'an Official Records Book 5632, Page 88, of the Fublie Records of Pinellas County, Florida. Safd easement represents Park Flace Boulevard as shown hereon. 17, Bearing and distances shown hereon are field zneasured unless atherwise indicated. 1�, Subject property shawn jereon cantains 1,81 acres, BACK OF CURB (TYP) .�� ' I �''POiNT �F BEGINNIIJG `� � ` pq�e ofi �ield Sa�rvey: C�3/1+6/11 r i INTERSECTION pF NORTH � R/W OF GULF-TO-BAY BLVD io AND WESTERLY R/W OF � PARK PLACE BLVD i . FOUND NAIL & DISK i N "PLS 3612 RRM" i 1° �^ �� I � � o� �� ' '{' I i :- io ; z PQINT OF COMMENCEMENT � i CENTER OF SECTIQN 17-29-16 y ALS� INTER$ECTIQN �F � CENTE�L`U�NE ND�HAMPTON R4AD SUFv i S 89'46'01" W 15Q7,65' (D) ^ SOUTH LINE QF NW 1/4 QF SECTION 17-29-16 � � Phor AL50 CENTERLINE QF GULF-TO-BAY BLVD C....,. ___ --- - - - � CERTIFICATION: Tv OSI Restaurant Partners, LLG; Clant, ine.; and Stewart Title Guaranty Company: This is to certify that this map or plat and the survep on vrhich it is based were made in aacordance with the 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys, jointlp establfshed and adapted by AL�� 1�;�� nd includes items 1-4, 7(a), 8-iQ(a), 11(a) and 13 fronn Tat��ti �� ,�ield work was completed on Mareh 16, 2011, � 3�� g�2�, For Q.G� �c�` � �„o a�e� Inc, Ghristop� � ��`�' �'�,�,�a Florida Re Q��,,�'hd Mapper No. 5566 Florida Licen �f��°Tlumber 4514 ♦ M. Nai� valid without the signoture and the origina! raised seol af a Flarrda licensed surveyor and mapper, ►. - � .� � �: , ■' _ i `: • � � • . � • � . , � : �•�, ry5 j f� _ � �� J { : xp,'�- f ,% � f � a�y.� � ' �.� x �,.�",, x �� .+ _ - � � _ 6, r � o � � �i j � � ST � r: % � � �` �� „ } f �4 �' � fr� i 04.� �; G�,. � / � '�� , �„ r, � 1 � j' r � , , ; � � 1 I I f . a i I; �. �2a„ i r', � , ' ` , i sT �12,,' � J <, � ; r � ,� _ _. � �20„ _,02�" f ; i � ��^� .� �, ' f , x C7zz" � ,' ) � � - _ j' � �.� �� o�� , �.�- X� x�„ ,. s x4 " x �� ' x°i�� ry ,.-..-- �s� _ -:. - ' ' --- . _ ..... __ . __ . _ _ , �'24" !.t ,.- , •. _, . ; „, �72 x-0 _ .. _. _ .' 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X p4 ry� . xh�� :`, � � �' J 1 I ��.L.r .L �� . i 1s,�U 1 �'a � a<.s9' 8 �. . , ^� , �;5. �.,._ r aa� i� X _._. ._ - - -'- �a A 5 P H A L T D R I V E� P A R K I N Y'i. ,y+j ., b a4�.. h[� �� "'r� r-'-I _ �_ .1 � �_. ' t �A � T i --�-- - � T�`l =_ � � a6 . .'��g�'' ` ` �- 44.78� h � " p"J_ . ' �J . � v� k + �� O p �, �y qk.29� �,'�_, OVERHEAD POVJER (TYP) � 1 K �� Z 1--�-�-i-�-T- �T � . �` �'� 44.43� .,,,. a� �� ..,` ,, �.- . � �. � ' ,� �,y ��y. , - a X ,, '. �°` . f � o� _�_�� ..�_,._� h � 3 , - , `...,,. 42.77 .2,'S' . �S ...... 1 O4" ,�oi� �� < < � . �` i. I. 1 � v XA A S P H A L T D R I V E/ P A R K I N G � , � 'V o. ' `� � � -' � T 28'�2��.20" l 4�_ ��o. . xa a p RS ab �� '`� t' z-, � �, �4" . 0 �- . _... .. ._ ,,_�, . BACK OF CURB (TYP) r;; - x o`� RS ` `-''� �' ., c � �.. „� �O. ��'1 _,44.12� , _�e. � .... ..._44.Tt� __xF -`-....._. ._._..._� .-._. � �, a�� _l. �'`. < < � -.... �•a.. � . , t . -... ..-�._ h 44.45� p, h�o� X 44.72 ..... - , J.a ... _.p�•, - - ' � . � 7�- - , 5�'j 44 f1' � 98� p��' 4417� 44 60� 44.77' .. .___ ..__ ,__ ._..._ . _. � - _.... . --._..._ . ___.., , - __._.. _.. . . _... .. Q> �' "' ` �I. ., .. --- .�..__.- _. . q _ rC • y r , ..- 44.5�' 44.69' ._..-.._ -•-..."'" 19' _,.-45v49'"__�. . --......._.._.....__.k a� _ ... __.....__.... ,. .__.._..�._ .._._.__,.. 'p0 , �` . i_ : a�L � / _..- y� ..... `+t, -� � . .. , � p\. _ . . p,0. �C { "� _ __-- ----.�._.____.._.- _ .. , _ _ _ . CONCRETE BOX 1MTH , ,�� r�,.�____� WM �d5._-- k�, _..._. � . . _ . � , _ _ __ _ _.... _ .. . 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Rw .__ °`"�� C --� � __ �. 1 ti.� . , � � ; � � -' < < �1,� p�,, a .. - - - _.. _ . _ ._. __ ___.. -- _.��,_.____-----__..---�---.�' BACK OF CURB (TYP� �s�. 2 �. < , � �. �. � � _ . < � . t � r � . a�ry a"�' ,." - -... _ _.� "_,�'�,�__-F , �-__-_,- .. _�___------ �p EDGE OF PAVEMENT (TYP �\ �(� _ .._ , _..'�. , MQ>1 �., i . _ ....... .i � � .. x� ..a.:-._.r _ ,. . . A�f A6 .."' ..�� . " O .., `` "F �9. X cB9• � �� I B i-STRIPING (TYP) � �90 X _ LEGEND RGP = REINFORCED CONCRETE PIPE PVC = POLY-VINYL-CHLORIDE PIRE FF = FINISHED FLOOR ELEVATION TYP = TYPICAL � = POWER POLE Rs = ROAD SIGN � = TELEPHONE EQUIPMENT BOX V = CABLE TV FLAG �-' = GUY ANCH�R Tc = TRAFFIC CONTROL BOX wM = WATER METER ps = PULLBOX O = GUY POLE (CONCRETE) -c�- = LIGHT POLE ss = SANITARY SEWER MANHOLE � = BOLLARD = METER POLE Er = ELECTRIC TRANSFORMER sr = STOR M M ANH OLE FN = FIRE HYDRANT cv = GATE VALVE O = POST sc = SPRINKLER CONTROL BdX O = OAK TREE (SIZE INOICATED) 7t = PALM TREE (SIZE INDICATED) 4 = CAMPHQR TREE (SIZE INDICATEb) Q = ORNAMENTAL TREE (SIZE INDICATED) � = HICKORY TREE (SIZE INOICATED) � = 1NLET xa'��" = SPOT ELEVATION 0 = SANITARY STRUGTURE NUMBER � = STORM STRUCTURE NUMBER � = VERTICAL CONTROL BENCHMARK �.� ��J� � S SCALE 1 " = 20' 0 14 20 40 SUR�YOR'S NOTES: 1, Use of this survey ior purposes other than intended, without writter� verifieation, v►*�11 be at the user's sole risk and mthout liability to the surveyor, Nothing hereon shall be canstrued to give any rights or benefits to anyone other than those certified to. 2, No under�round installations, improvements or encroachments have been located except those shown hereon. 3. No instruments of recard reflecting easements, right-of-ways and/or ownership were furnished to the undersigned except �s shown. 4. Subject property may contain lands that are subject to claim ar restriction by o n e o r m o r e of the followin g a gencies: Arm y Cor p, of En gineers, Southwest F l o r i d a W a t e r Mana gement District (S,W.F.W,M.D.) or De partment of Environmental Protection (D,E.P,), 5. Elevations shown herean are refereneed ta ihe NationaY Geodetic Vertical Datum of 18�5 ("NGVD29"). The source benchmark for the proaect is Florida Department of Transportation benchmark "15-88-A-9$", loeated 0.12 miles North of the intersection of US 19 and SR 60, East of the service drive from SR 60 to US 19, Published elevation 53.86' 6, The boundary shown herean is apgroximate, and is based upon the deed of record as per the Property Appraiser's office, SANITARY STRUCTRES SANITARY STRUCTURE #1 M ANH OLE TOP = 44.03' S" PVC INVER'T W= 39,21' 8" PVC INVERT E= 39,11` SANITARY STRUCTURE #2 MANHOLE TOP = 44.35" 8" PVC INVER'T W= 39.49' 8" PVC INVER'T E= 39,42' SANITARY STRUCTURE #3 M ANH OLE TOP = 43.35` 8" PVC INVERT W= 38.41' 6" PVC 1NVERT N= 37.18' SANITARY STRUGTURE �4 MANHOLE TOP = 43.85' 8" PVC INVERT S= 36.56' 10,5�� PVC INWERT N= 36.54' 6" PVC INVERT W= 37.61' SANITARY STRUCNRE #5 M ANH OLE TQP = 46.17�' 6" PVC MVEFCT E= 43,95' 4" PVC INVERT W= 43.95' SANITARY STRUCTURE #6 M ANH OLE TOP = 46.17" 4" PVC INVEFtT E= 44.00' SANITARY STRUCTURE #7 MAN H OLE TOP = 42.56' 10,5" PVC IN'VERT E= 36,21' 10,5" PVC INVERT S= 36.27' STORM STRUCTURES STORM STRUCTURE #1 INLET GRATE = 43.34' 18" RCP INVERT E= 40.09' ST4RM STRUCTURE #2 CURB INLET GRATE = 42.28' 18" RGP INVERT = 38,83' STORM STRUCTURE #3 INLET GRATE = 42.Q�' 18'� RCP INVERT W= 38.71' 1 S° RCP INVERT N= 38.28' STORM STRUCTURE #4 INLET GRATE = 39.73' 18" RCP INVERT E= 33.37` 18" RCP INVERT S= 33.49� ST4RM STRUCTURE #5 CURB INLET 4 4" RCP INVERT = 36.46' STORM STRUC7URE #6 INLET (GONTROL STRUCTURE) GRATE = 42.93' 14" RCP INVERT NE = 35.99� BENCHMARKS: #1 - SQUARE CUT IN TOP OF CURB ELEVATION: 45.09' (NGVD29) #2 - SQUARE CUT IN TdP OF CURB ELEVATI�N; 44.67' (NGVD29) Date of Fi Surv� : C�3/�5/i 1 (��p�p Y ��+��""'¢� 0 d��d^�� ,��°��'��6C � ��d"i' . r�� `�� '� � ,�-'� �� `�� p 6 � �,.._.- � a� � � J/ � ...w""��tl"py For�: � � d� ' i� Inc. Christop '� �,`� �� Florida Re"� ��,� (��and Mapper Na. 5566 Flarida Licens��°A�'��ie��$ Number �4514 Not valid without the signature and the arigrna/ raised sea/ of a Florida lrcensed surveyor and mapper. u U �: U) � � 2,' � 0 m � R 6� � � m � � w m Y �. rn m c*�� i � � �,, n, � U1 � :.. a � � Y n �� `o 101WfvG D15TRlCT: tISE.� LCs� nRE.; S+� t. f,ND ACRFE�) GRUS� NR� `a ��ir! � Hif; PRfiPER iY U1tiESj� - ._:; I ��ID �!i: �,_ , t OT DE r h, FiL�IL{?�l�, COV�RAGE �S�.rT. :iP�lp °!o ii� vRG+SS SITc): vR��55 FI_�OR AREA ��iND F.fi.R.: Sc:TF�ACKg (NLSf.` '�CLUUC D1N,E1VSID(4 014 SITE PLAN DRAtNIf�Gj iFSU14(� S1t�E: REAR, I3E i !rv EE�'V STRUC7URESE YEIGHT 1'viTN BONUS PhOViSlONS (IF APPUCABLE}; FAVED VEI?iCLL�1R RR£AS jSt�.FT, AND 1 t�F SITE}: OFEht S?ACE iOT?L FOR THE LOT (SQ.1=i. ,4,IUD J OF SiTE}, cn"TERIOR PERif�iETER BUFFERS: FOR 'I NF FRO�T `('.-�RD (SQ.FT. A�lD °lo O� �EQ!.�!RED PRQNT YRP.Dj� P.r,RKI�!G 3._C�T i�lTEP,IOP, LR(��JSCAPII�G r4n.;-r pNL� °� +�.r- P�;vr€� yFH+:�i,i.�.R AREA6; ALSQ, DEPIC7 ON SiTE PLAfV DF2biPoiNG BY Si-iA(�ING), PARKiNG: rROVIDED H.C. SPACES RECaU1REG ("viVE APPLiG�4BLE FOR��ULA) SIT� ��` !:`� CG P�aFKING 1 VpCANT 3Q4,404 �(={6.9�3 AC.) 4('L,� f � 200 280 N / r^, N1A 25' I�' 10' (V! P. rai� 6,200 SF(2.0 % ) 298,284 5F'(98.d%) 5', i0' MIl4. 27.l75 SP fvlA 2f NfA N/k P�+.RGFt_ 1� CG ' �AST FC�OD RES7AU�,;,NT 3c�,4CU Sr (l>.7fiAG.) iZ3' 2C0 2,70�� F{8.� �n) 2,�00 =� (.o�) "G'�_ 10' ip • r�iA � 16'-8'� 18,283 SF(60.t%) 9,4I7 SF r3iA%) 5, 10' 11�lN. 2,577 �F ($3.4°l0� 1,153 5rr (�.3%} 35 2 35 (I31I,000 SF ) �"H��E�� 8��e� e ' . S�E PHASfRG PLAN {SFiT. 3 OF 3) F�P (ai�Df i IONAL 1NFORl1��'tTION. �� = }'ARCEL ,� - COiVSTRUC i WATER LI�E CONiVECTiONF BARRICADES F'ARCEL B- CQNSTRUCT BUI�DING, PAVING, UT1LITiES AND LANDSCAPING (CON�TRUCT EtUTIRE PA,�tCE� AS SHOWN) �'�,RG�L G- COi�STRUCT BUILDING, PAV�NG, UTI�lTIES AI�D �RRIDSCAPII�G (CQNSTRUCT EIVTIRE PAftCEL AS SHOWN) � PRf�GEL D- CONSTRUCT PA�Ii4G, UTILITIES (SEE PFiASING PLAN) � PARCEL E- C4NSTRUCT 5.1�.l+�.S. (AS SHO�IN) • PI�i�,�� T�' 4',��CEi._ H- GONSTRUCT f�UILDING, PAVIRlG, UTfLiTIES ANC LAtUDSCl�PING ftEP�rfOVE BARRICADES (CO�VSTRUCT EfVTiRE P/�RCEL AS SHOWN) ��'i�,�t. � �'ARCEL Cr - CQNSTRl�CT BUILDlNG, U i fLlTlES Af�D LANDSCAPIi�G (CONSTRUC7 E�4TIRE PRRCEL AS SHO�lN} �: �. I L � �4 1 PkRG�L' S GG REST,�I�Ix�iNT 71,857 SFti.t>:� AC; 289 � �3a, i,007 $F: h�.3%1` PAl"t0 i,.3%) a.co:� sF%,�5) G6 II' , I I' !�/A ', i 24' �; 46,688 SF(k>3.6 % ) 15,694 SF(2°I.8 % } 5', 10' M�'i�. 3,540 SF {,5�.�%) 7,d°7. SF{i5.,�%) 9� 4 &? �� i �, i PARCEL C GG RESTAURAt�i 68,389 SF(1.57 AC} '<�.16 3�2 5„`i34 S�(8.11' ) 5,534 SF(.08') LS.a 10.b' �0.5' N!A 22' 38,840 SF(57°� ) 22,639 SF{33.1 % ) 5', 10' MIN. 2,525 5F {52.1 % ) 2.899 SF(7. � �a � � 56 ' � i��3TE5 � � t � u ' i. AL� ELEVF.iI� �l;" R� -E4 TC� PdAT10?�A� GEODETIC VER7ICAL DATUM (N6VD}. �� r 2. T'rtF LOC�4TIOf�J�� LXi5T1NG UTILITIES ARC APPROXIP4ATE AS SHOWtV AfVD IT IS THE �� E �' G � 4 C�NTRACTOR'St';ESP�NSIBILITY Tp DETERMt�lE THE EXACT LOCATION 4F THE �� ,� �`.,�� ; PARGEL D PARCEL E REQUIREf? UTI�iTtES PRICJFt -iC GONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL EXPSTING (�� - 1VGTIFY RLL UT�ITY CGMPANIES IN THE AREA SEFORE BEGINNING CONSTRUCTlON. Fr �; ,, � � �,,�q��r j* k � c� CG n�rA , NlA SPOT ELEVATlON �r � � - �- 3. A60VE-GROUND("t?R UNDER-GRpUND UTILITIES MAY BE IN TNE AREA OF THIS PROJECT. _ is' acr� �r c �" - p,�E`-[�; STflRM SEWER INLET �5��°'� RESTAURI�NT P,2RKIfVG1PON� iVlA 1 ROCEED WITH 'CAUTION - CALL "SUNSkINE" AIVD TNE UTlL4TY OWNER(Sj BEFpRE ri""�- SQNITARY SEWER MANHGLE �-`�� ° ��" -� /� �'. � BEGINlYiPdG WOF�. 1-$n0-432-4770 (5 DAYS IN ApVANCE). UVATEf'. MAIN � ��' - ��....�.,u� 64,033 SF(1.47 ACj 69,696 SF(1.60 AC) 10,000 SSF hAliV. 4. PRIOR TO BEGIP�VlivG WORK, T11E CONTRAGTOR SH,4LL EXPOSE ALL EXISTING U7ILITIES �N/AM TGP OF BANK (TOB� -""� '��' �; J� 4 ��= ,`�; TO BE EXTENGED OR CP.03SED AND CONTACT THE ENGINEER AT 791-l441 FOR F. ��FE�roQ�� FIRE HYDRU.NT ASSEMIBLY (FHA) °°°°�°°��N,n � �� r!�,�`'�� = "� <' - , � •.. � __ _ �,Y __ r.� . f' ;� - ' Y F IC I S Si-IAL� BE �D i_:; , L 2Gi 252 i'vc�' rvilfv. VERIFICATtOf� 0� Tt±EIR L6CA710N �1l�D E�EVATI�N. AN GGN L NIA NUMBER OF PARKING SPACES �� !� ;! �_.[ � �� J � u! , BROUGNT TO T�iE tf`dGIN[ER'S ATTEiVTION FOR RE50LUTION. � � � a ;i 3D2 280 100' f�IN. i �....___A_.... � � � `= . h '� � 5. THE CO(VTRACT R IS TO C4fVTRQL ALL FUGITIVE DUST ORIGINATING 4N THIS N/A INTERIOR LANDSCAPING � s r�° �, ,�' .;, - �.' 6,7Q2 SF(i0.5 %} �jjA �� Ay PROJECT SY VV .� ER14G On OTHER METHODS AS RE4UIRED. �---°"�"""�� `� � � .�r�'e.+ �.: ..�. . `:��.;v va �t� PAT10 (3.1) 6. THE CONTRl�CT�R �HALL BE RESPONSIBLE FOR PENALTIESIFINES LEVIED DUE TO °''�� GAS VAl_VE ��' t` ��,�� ;� } , `� LIGHTtPOWER POLE ��. ��°�°�'_�� t 8, 7 0 5 S F{. 1 4) Pd 1 A . 4 M A X. V1�O RK TH A T I S �+ 10 7 iiU A G C O R D A N C E N I T H P G R M 1 T C O N p( T I Q N S. �W�, � ��sv ��.;.�'� ,_s � � VllhTER Vp.L\/E �� + 7. ALL MATEP,lAL � ANP CONSTRUCTfON SHALL BE IN ACCORDANCE IA+iTH CITY � OF GL£LtR1N�TE�i STANDARDS Ah1D SPECIFICATIONS. °, ' u� i 25.5' 25' �5'+(25! "Ni>2G'J 8. ALL BAGKFlLL_ ; VER AI�Y PIh�E (STOFtM SE1NEFt, WATtR LINE, Sv,NiTAkY SEiNER) THaT �F,.sn��Trr Y �° •__Ti'� t?t� " 10.5' 10' !p'+25! HT�20' IS 70 BE INS7 LF_D UNDER ROADWAYS OR WITHIN THE Ei�e196ANKMENT, ETC. OF THE �, � �r - i ) ROADI+�AY IS i SE COMPACTED PER DEPARTPNENT OF TRANSPORTATIOtV DRUID RD � SPECIFICATI(�NS; SECTION �25.8.3, i991 EQITION (OR LATEST EDITION). THiS ��'� .. s� �` ��. ,,c_.___,___� , _ �i 10.5' 10' 10'+(25% HT>20'j PARTlCULAR SE'TION SPEGFIES CQf�PACTION TO 100°lo OF MAkINIUt� DENSITY AS . .� ,-' -"' ' �� IVlA N!A 20' �+A3fV. DETERMi4�ED SY ASSHTO I-99 METHOD C. �_ l ��' � � 2C 40 80 y, �,� se"i��r �' '` 9. CONFUGTS O� ATER LIhdES WITN SANITARY, STORM SEWER, ;4ND �� b �� '"tiIlfE j t� �' UNDERDRAIN SY TEt�S TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. - i Uf�Y � � 22' N/A 5Q' MRX. -�' % '- � SCALE: f' = 40' �A � � 35,050 SF(54.7 %) 8,556 SF 12.3 % ry�q ��• ALL UNDERGRO R�D UTIL�T!ES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE � ) CROSSiN6S SHA�L BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. EXISTING I TREE SPEClES I EXlS�:Fs.G I �� TO RERNAIN {UNLESS OTHERWISE N07E0) TO BE RE�'�h(3VED � , �.. ll. ALL ST4Rf�h1NA R QUALITY TRERTPAENT WfLL MEET GTY OF CLEARWATER O OAK � t � ' ,. -,�y. ,.: 20,278 SF(31.7%) 6I,140 SF(87.7°l0) f5°lo M1N. AND SW�WMD R QUIRER�9ENTS. y 5', f0' MIN. 5', lp' MIN, 5', 10' hhiM. 12. NO DEBRIS SHA �L BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM v- PINE =i- � �""�' �'"""�""" � �� -� "� 5 3,6U9 SF (72,91) fi,245 SF (100%) 13,587 SF SYSTEM9. � � CAMPHOR �� ♦ ` '�.!�_;_��i�� 4'��`� � 13. THE SAMIT�RY "EVs�ER 9.ND POTA��E MIATER YVILL BE SUPPLIED BY TNF CITY OF iY UNKNOWN "., s�r o CLEF�RWATER. ' ❑ MAPLE j � lu7'5 � �n. P. 5_�n�,T na�n��. tin� n.v�RNGE BU�FE� A! DNG PROPERTY t.IN�S R�fD A IO-�OOT � M1NtMUM AVERA E BUFFER ALONG THE ROADWAY RIW WI�L BE MAINTAlNED EXGEPT � PALPA �, � n� 2.737 SF (7.8I%) 580 SF(6.781) 6% MIN. WHERE NOTED. a � °�° �� ! � N1A 15. A�L PROPOSE� �5l.?�ITARY LiNES ARE 8-ItJCH DIAPAETER UNLESS OTFiF_RWISE NOTEd. , f �„ � 0 °4 2% N.C. MIN. 16. PROPOSED SANI; ;JRY SEIA�ER LATERALS ARE 6-iNGN DIAMETER UNLESS OTHERN'ISE 88 0 III00 SF RESTAURANTS NOTED. 17. SITE I_ANDSCAPi� i,� i�JILL BE IN ACCORDANCE WI7N SECTVON 136.023 OF TNE ClTY OF CLEARWATER Lh.(yp DEVE�OPMENT CODE. LA{VDSCAPE AAlD PLANTtNG PLANS WiLI NOTE : PARKING WITHIid PARGEL E TQ BE UTILIZED BY PARCE� D PATRONS. 8E PREPARED c�� i i3GEIVSED LANDSCAPE ARCHITECT. I8. ALL SUBSTANDi1';D 51DElNALKS AND SiDEWALK RARAPS ADJACENT TO OR A PART OF THE PftOJECT S(�;�LL BE BROUGHT UP Tfl STANDARD PRIOR TO THE ISSUANCE OF CERTIFIG4.TE(S) OE OCCUPANCY. 19. LOCATIOMS OF '!�RASH DUMPSTERS TO BE COORDINATED WITH THE GTY OF CLERftWATER SC,i�ITATlON DEPARTh9ENi. ALL DUMPSTERS sNiLL BE SCREENED IN ACCORDANCE' WI'rH THE GTY Qf CLEARWAiER REQUlREMENTS. 20. THE SITE IS �OCATED WITHlN FLOOD ZONE "X" {ARL-AS OF 50�-YEAR FLOOD; ARES OF -- - 100-YEAR FLOQE+ V�lITH AVEftAGE DEPTHS OF LESS THAN I FOOT OR WITH DRAINAGE AREAS IESS TH',4tV E SOUARE MILE; AND AREAS PROTECTED BY �EVEES FR011� 100-YEAR FLOOD) A5 SHOVe'N ON FIRM FLOOD If�SURANCE RATE MAP - PANEL 125096-0417 D, DATED AUGUST f9, 199i. 21. AL� PRACTICABL.E AND NECESSARY E�FORT SHALL BE TAKEN DURfNG CONSTRUCTION TO COP�TROL AI�D PREVENT EROSION AND TRANSPORT QF SEDIMENT TO SURFACE DRAINS AS SPEGIFIED 8Y THE CITY OF CLEA.RWATER ER0510N AND SiLTl�TION CONTROL POLICI':, ; 22. RAISED CURBS TQ BE CQNSTRUCTED WHERE INTERIOR LANDSCAPE AREAS ABUT PAVEft�iENT. � 23. Nfl TREG REPu9�V�tiL OR LAND ALTERATION SHALL TAKE PLACE UNTIL A PERMIT NAS ; ----- � � . �\ i; �_' E1 Cac'F 4V L�...�v..�,,� � i �:LUGt VvA� �..._��ea're�. -� � � �. � �' �' . � i. � G&7E �' _ � � .� B�JL�,4R65 � 6CU_ARDS L� . ' � �' � . 4 12' CLR. i, .. ' � OPEN! �G DU �P�TERE °AD E7'iJILDING w�sv,,�r,� cATE �� P,ARCEL B CiOLLAAD � / . (' � � � � � YTS {�; f � �; g: I; � P � � � � � � � � � BEEN ISSUEp BY THE CITY OF CLEARWATER (CITY CODE CHAPTER 98). THE GONTftACTGR fS �TO EXERC�SE EXTREME CAUTION IN THE VICINiTY OF TREES TO ;� � RE[UAIN AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FftOM HIS WORK OR ANY - � V10LATi0N OF CtT'.l' �F CLEARWATER CODES. � M1N. � � 24. TOPOGRAPHIC AI4D BOUNDARY SURVEY lNFORMATION PROVIDED BY �i SCREENEG 12 ��' � KING ENGINEER1N�j:' ASSOClATES, INC. DUMP5TER PA� ��E�'��' 25. ARCHITECTURAL i1NFORMATION FOR RUBY 7UESDAY PROVIDED 8Y RAYM4ND AND � �NISWING GA7E �� ASSOCIATES, P.P�, ARCHITECTS (813)786-1937. ARCHITECTURAL iNFORMATION FQR.. TIA'S � �` / i � TEX-MEX {214}739-9033. AftCHITEC7URAL INFORMATION FOR JOE'S CRAB SHACK �x �_ ��1 _T� � I PROViDEp BY LANDRYS 4EVE�OPPt�ENT {713)961-49i1. � , i� 1 - 26. BACKFLOW PREVENTION I�EVICES MUST 6E INSTALIED BY THE GITY WITH '� ° `�2� APPI;ICA$LE FEES BEiNG PAID BY TNE ONINER. � . 27. PRlCR TO ISSUAt ��CE OF A CERTIFICATE OF OCCUPANCY AS-BUILTS AND ENGINEER'S ° �.-` --,J CERYIfIGkTIO�d A I�F_ TO BE PftOV!DED TO THE C1TY OF CLEARNdATER ENGINEER4N6 DEPARTRhEtVT. j' . . �: 60LLARD ��'` '_� �� ; 28. ALL PARKIMG Sj�ALLS SHALL BE PAINTED WI7H 6" WlDE WHITE STRIPiNG. ;�' � rs, . 29. STOR BRRS SF9D.�L S[ 24 INCHES WI4E AND PAINTED WHITE. { b !'; BUlLDIN� �, _,��, �a. ALL gTOF SIGN� SNALL BE 35"x36" !TV SIZE ANQ SH,4LL BE 7' ASOVE FINISHED GR�DE. �, ��1,R��(,, Q � � 3L TRAFFIC CONTROL DEVICES SHALL BE INSTALLED AND tNAINTAINED PARK PLACE BUILDING LIMITED j AT APPftOPRiAT£ �OCATIONS IN ACCORDANCE WITH THE STAM1lDARDS ��' SET FORTH SY i�kE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES �12I PONCE DE LEON BLVD. ,� P�RK PLACE BUILL�ING L�MITED AS ADOPTED B1; THE FLORIDA DEPT. OF TRANS. UNDER RULE i4-15.010, CORAL GABLES, FLORIDA 33I34 �� I�TS � �I�I PONCE DE LEOR� BLVD. �LOftIDA �kDf�4iNI:tTRAT1�lE CODE. �� La ��` ` CO�AL GABL_ES, �LOR1D�1 33134 ' �� - . ' �� \�x � ' `'`�. � �� i''1 L _ - LQ� � c�a�� _�- _ � � � � � ��,, { � % � � daA s� � �� `\\ '. � - � RT.�zESe Ir.) � � � � �' , '; � i � I�i`�� 5' �-SEE DET�iL C ",s.:s i 1� �� -ic.56Mirv. s�r,c. sEre��K �{ �' "�! °9 �\� / ;� f� �._zs��s�� _> r,�;��,., _,, � � ° f � �3 , � � v,.inic. � ,:: / � ... ._. . . . �� t'�:, .. .. . . . .>- . _�0.5 idw: OLDG. 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' ir a _1' - _' ._4'_N -.. � � /' � - Ck P _ SB�- U2" MET ` � - - -�z. a 6�0 25' MIN. BLDv'SETHACIC '� i� ' c �rP! � _ �- I 1 1 . ., G`(STLI�F J ^1- 5.' -s � .�. ' Q'�ET _ -y _ ___ -'_ 10� M!�fAPJUSG?PE $L�hER--.�e��u. g -i � i � w� -._ _ - �+� _- _ - __�r a ( �--�� . N,IN. Lk ^�� _ , ?�" -�// ' p J �`' � � u / I ___ --____ as�4_'_r�i h.se.�t�'a -' _ ,_'!c_rwtre�n�_._ - 251 7� _ �-'� __-{y °-,�-� _-_ ., _- - .�''e. � ��a - I2'D.I. wM� _ - �� _!- _ NDSCAPE 5U ��+�,�s. �..s la 26 . ' ' ' i o se � , . � � , • �1 _ I _ ^ _" , �` .- M1 . s �"' / .�_.-� .- I . ' - �^ � � �� '"4�- . ° -` --�' -� ,.-- -'� � ; � - - -�-IO MIN LANGSCAPE BUFFER "-` -- - --i - _..- _ < i 10' MIN. LANDSCA�E BUFFER M .� a � .-:VS' _.. � .. � � . _- "-_- -- � � re _ _ _ . L ' i � � _._�._.� - . �.a: . � � � a��r_. . , . .ir _�_" _ . _ _`'-_" -__ _ �� - _' --- - � � ��. _ "_-�--� -�_ _- _ -_-_- _-_- ' . . -.___._ _._-'-__� . ... 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PnVIIVG e . � � �, � ,�`� . . j.. • 4 ��v, (c1 (naaNO.> cns -J _ _- �-'-- -- � 12" N' IA9nhDONED) � Nv 24 � _--� --------- -�ae�'.NOO��oy------ _ _---- -�- --� ----- --' ---- �--- � {� � j{ ! � %� �accclsuThiash'ndcorcec c onM 28,.1497,t6e �J - - -- --- , , - - � - pli d a sunple ad'rysrmenc°faz paLk Ptxe < �� ae.,rv�i .__- ' V �i 40 � � � � � � � dd � � � P'1 � D � � � � � � � � � � � � � �, -- -- - plan ad'ustmmt 1xu Mozzacell s �- - - --- - - - -- --- -- - � - , -- - - - -- -- -- -- - -- -- - -- --- -- - - - - - -- � � Resraurwt w�th °The Creb Shaci" Seafood Restaurant � _ � _ `_ -- �): COf�SC. P.4c�JIAhd - --- -- --- -- -- - -- - � � �` - -- - '- - -- � i rep a, ° __-. -- J__- -- --- -- -- -- - - -- -G'�• � � -7 �%� �� J � �i E X I S l I P� G D U A L T U R N L�.l`d E � ` � _- - _ ___ --- - EY:. COfJC. MEDIAN _ _ _ � I�! � �-L L-f � 1-1_ �/ - -- - -- --- - � - -- - - - - -- - - - - -- - -- -- Wimess my hand u the Developmmt Code Administratoc ' of the C ity o f C leuwater, F lori d a, on thls il� day of June, - -- - ` � C - - - - t 1997. � 'f' -- - (; � 1 NOTE � % ;�" 2680 GULF TO BAY BOIULEVARD ' A DRAINA6E CdNNECTION PERM!"f WILL BE SUBMITTED TO THE �� / � LEGAL DESCRIP'lit)N� Parcet "A"' 267fl GULF TO BAY BOU�EVARD LEGRL DESCFtIPT10t�� Parce� LEGAL DESCRIPTION, Parce� "C 271G GULF TO BAY BOULEVAftD �` LEGAL DESCRIPTION, Parcel "D" 2730 GULF T� BAY BQULEVARD LEGAL DESCRIPTION. Parcel "E" �' SYSTEM (SWMS). A NOTICED GENERAL PERMIT WILL BE SUB(NITT ` _ t� j �. A N D F 3 � L P E R M I T W I L L B E 9 U B M I T T E d T O T H� A R M Y C O R PS OF ��opmm� Code Administratot 1 in iho Norihwest U4 of Ssciion p traci of land being a por?i�,n of I'arcel 11 and Iying within the Northwest f/4 of Sec on A traci oS land being a orlion of Parcei I and I ing wlthin f iVorthwesf i/4 oi Section 17, THEIR CLAfMED JURISDICTfONAL AREA. CROSSOVER A6REEMENTS A tracl 04 l�sr�d i��ing a por4ion of Parcal ii and 1ying vul h A tract of land being a orfion of Parce! I and lyinq wi9hin the NorPhwast I14 of SscPion 17, R tract of land being a porfion of Parcel i and lying wiihln the Norfhwest I!4 of Section 17, p Y n' re artitulor( 17 Townshi 29 South, Rnnc�e' i6 East, PinellGS Count , Flori�da and being more parYicularl p � h n 16 East Pineilas Couni Florido ari bain more arNcularl SANITARY SEIMER WATER SERVICE AND GAS SERViCE VPILL �E J !;, To�unship 29 South, R�oge I6 Eos4, Pinel3as Couniy, Flaridn and b,mg mo p y � P _ y y Township 29 South, Ran9e 16 East, Pinellos Couafy, �lorido ❑nd being mare particulorfy Township 29 South, Range 16 East, Pinellos County, Fiorida and being more pariicularly Township 29 Sout , Ra ge . y. � Q p Y '? riescrihed as goiletvs= described as follows, c�escribed os follaws� i described os follows, described as foilows: �) � Swomto ds b cribe £oremethis��yof =r same eiso bein ihe oint of intersectlon of fhe Commence a# Genier of scid �:;ection 17, sama aiso being the Poin4 of infersection of rhe 4 a' e' Commence at Center of soid Section 17, same also being ihe 'y� oinP of interseciion with the 7' Commerce a4 Cenr�. of said Section 17, g p � Commanr.e at Cenisr of said Section 17, same nlso being ths poinf of intersectiom with the Commence pt Center of said Section 17, same atso being the point f miers ction �vith fhe ° r, s c4 Gui'-Te-Ba � Boulevard (S.R. 50j an6 Ham ton Road (C.R. 144jfi thence cen4erlines af 6ulf-To-Bay El.],ie+�ard {S_R. GO) and Hampton ftoad {C.R. 144), thence f n Ro 6 C.R. 144 thence c nts fi es of Galf-To-Ba Boufevard S.R. 60 and Ham ton Road C.R. I44}i ihence cenierlines of GWf-To-Bay Boulevard (S.R. 60) and Hampton �aad (C.R. i44}� ihence _ ` cente 13re } p �n centertines of Gul9-To-Bay �oulevard (S.R. 6G) and Hamp o a( )� e r n y � ) p � .-r, 'v'",�d c,lonc the South line or ihe Northu�est U4 of spid Secfion 17, same baing SE936'OI"M+, aiong the Soufh I e of the Norih+west 1i4 of saiid Section 17, same b�ing t e h e t!!4 i Secticn 17 same bein S8946'OI"W alon ihe Souih line of the Northwest I(4 ofi soid Section 17, same bsin S8996'01"W, alo�g 1he South Iina o9 ihe Northwest 114 of sard� 5ecflon I7, same baing /n� ? 5��6 � 3 �-� �� e 1 r m S8946'OI"W, along the South line of he No t w s of sa d g g 9 a_ - t v r, for 1759.38 i�ei fherce ieavin said centerline the centerNne �fi Gnlf-To-Ba,�.=aul�vard, far 15�7.85 feefs lthence 1e6ving said c ne I e le said cenisrline ihe cenieriine of said Guif-To-Ba Houlevard, for 66a.00 te.', thence leoving soid centerline ihe cen.erline oti GWi-7o-Ba, Bcutsua d, s 9 ihe cenleriine of said Gulf-To-Bay Boulevard, for i114.B4 feet, thence leaving said the cenierline ot said Gult-To-Bay Boulevard, for 909.82 feet; thence aving Y No bl$pRBARA A. F,Ii'sE IMj ;;I ' a° t o tt�e oinf of IntersacPion vui#h afioresaid North ri h9-ofi- iV0�3'59"W, for 76.2i fs�t i;� ti;� poiM oi iniersectio� +nith aforesaid Norih right-ot- _ r cfo wif th Norfh rS fit-of-wa line NU09'21"W, for 60.00 f�ei to fhe point of Intersectiort vaith 1'e Norfh right-of-way line N � NOQ35.. VN, for 65,35 eet t p 9 cenferline N6Q3'59"W, for 74.86 feet to ihe poinS of Iniersection vaith the North rigM NOCi3'58"W, for 62.71 feet to ths point of inte se i n h e g, y 3 NolaryPublic,SteteofRory ' - - d ae described in Officia! Records Boak 7109, a e IC57 way Ilne of Gufi-7o-8oy Bou!e'uarc and fhe w�esterly right-of-�vay !!ne of oforesoid Pork wo line of 6uif-To Bay Boulevar P 9 of-wa line of Galf-To-Ba Boulevard os described in Official Records Book 7109, page of �ulf-To-Bay Boulevard os described in Official Records Sook 7109,,page 1057 of the of sald 6ulf•-Ta-Bay Boulevard and the POINT OF BEGINNING�xfhence 58946'01"1N, a Y P' as Caunt Florida said o'rnt bein the POINT OF Place Boutevard, sald pant al�c heing ihe P6iNT �F BEGINNIING; thence y Y �� oi fhe Pubiic Records of ineU y, p 9 E057 of the Public Records of PineNas Cnun1 ,�lerida, said oint hein the AOINT OF Public Records of Pineilas County, Florida, said point being fhe POiNT 0F BEGINNINGr afong ihe said Norih right-of-way 16ne, tor 203.97 feet io th,� North rlght-of-way line of Gulf- ��E��{��10•y�B �- lon saic! North 'rl ht-of-vao line, for l23.51 feet; 58�7"49"W, along 9he Nor9h =j3M-of-way iine of said Gulf-7o-$a BouievarG, ior Y Q , 9 _ Np.CC417925 EEGINNIAG. thence S��7'49"VE', sr g � Y .i BEGINIVIP�G; 9hence N8�i0'35"W, alon aforesmd North ri ht-of-way line of Gulf-To thence N8�0'35"VU, along the aforesaid North Gne of Gulf-To-Buy Boulevard, for To-Bay Boulevard as described in !0flicinl ftecords Baok 7l0 •,� poge I057 of the Public � � '', -- li NQQ�'04"E far (99.81 teet• thence 251.97 feet� thencs IsaEiny sa:d �forth right-a4-way iine NQQ'3'S9 4Y, Tor 143.12 feot� g 9 f t th n Recarda of Pinellas Count , Florido� thence N8�0'35"W, 4I011 ;said North righfi-of-way BarMed hm�Efiriel�nfarg�rrefta Iherce lec�vin said Ncrtt� r�gi.f of woy ne Ba 8oulevprd, for 27.69 f�et, thence 563�6'01"W, for f50.61 teet io fhe easterly right- 205.38 feeti thence leaving said line N0�9'21"W, for 302.59 ee e e cs Y �,, i_�p �_ptp� `� ' ` � {';�.,, ihence fUptxS�,'S3"E, far 6;3.59 feet; ihence 5893'07"E, y , P�89+6'Ol"E, �or lU2.64 feere ihence N043'59"l�l, for 90.�G feei� thence thence N8�6'01"E, for �,�2 J , „ of-wa Ii�e of Park Pface Boulevard as described in Official Records 600k 7109, a e 1457 S8�8'31"E, for 237.07 feet, thence S003'S9"E, for 34.98 feef, ihence line, for 46.B4 feet3 thence leaving said North rigfit-of-�ay ii{}e I�Q09'21"W, for 277.31 g 5_22-97 REV. PARC£l "D" (PHASE !II) BUILDIPiG, PARKING, S1W � � a i - tor 42.0� feet, inence �ahJ°at 34 E, for 35.45 feeY, ihence 589�734 E, for 34.62 feet, y P g 6'f51°E .or (S.Oq feet ih�nce 5443'59"E, fior l6.00 feet, lhence af 4he Public Records of Pinellas Count , Florida; thence olon said easterl ri M-of-way 58936'01"W, for 32.00 feeii ihence SQ09'21"E, for 277.31 feet fo the POINT 0� fest, fhenca N83�6'OI"E, ior 249.75 feet� thence S0092� E,{f�r 280A2 fsaf to a� �'"� . ' " -• �� s � •� � �� -; i t.� •" ' t y � •� g y 9 • T F {NNI G ond containin 1.60 acres rnore or. �7ess. REVISIONS PER DRC COMMEiVTS. REV. PARCEL A 8 8 'Ibis site lan is sab'ect to aIi zevious ' - IUB�}641"C, `or �2.30 ieeP� Shenes 50Ck359 E, ior 33.7: �eet; #h�nce S$na3734 E, fhence N00359 W, for 83.i...e.,t, thence PJ8946QI E, for 206.03 feei fo the poin Ifne the fa(lowing iwo (2) courses, (I) ihence N4�3820 W, for 5i.72 feets (2) fhence BEGINNING and contoining 1.47 ocres, more or lass. ihe POIN 0 SE6 N g , g 7_25_05 �z for 34.62 feef; ihence 5QQ&6'S3"VJ, for 35.�5 faet� Phence N893'07"W, #or 42.00 of intarsectien wiih the aforc:�;eiG v�esterly righY-of-woy of P'ark Pioce Soutevord� ihence along fyp�}5'26"1N, for 267.30 4eeti ihence leaving said easterly right-of-way line �� SITE DATA LEGAL DESC. P 1 P �o�'-^'-�tionsof ' foei thei7ce SC(:X�6'53°W, for 63.55 fsaf� thenca S$�76'OI"'W, ior 2.12 feet; Mhence said westerly right-of-way tt;�=; foilo+wing two (2) courses; (I) thence 5003'S9"E, for 229.66 fee1; 58�831"E, for 247.54 feet� thence SOQ9'21"E, for 302.59 feei fio ihe POINT OF approvalandoneadditionalconditio�asstatedbelow. t �� 7-10-95 FROhf PARCEL C. AbDED I PARKING SPACE i0 PARC � �{}�3'�9"E, fae 143.12 feef to ihe POINT QF BEGlNNING and cnnfiaini;ro, .70 (2j thence S4�9"32°lk, for sz',5S fee9 t� the ppli�T OF 8'E6INNING and containing 1.65 acr�s. BEGII�fVtNG and conta}ning 1.57 acres, more or less. f REV. PARCEL D� ADDED PHASE PLAN (SHEET 3) acrws, n��re er Jc:ss, morc or less. i� �I 6 6-I-95 REV. PARCEL A� SITE S PARKiNG LAYOUT AND USE. 1) The outdooc seating for i�e Ciab Shack shall be �, � ' , 5 3-17-95 tedto wa �w��_._.�...��...�_..._,,._._..._. �� __ - --- - - - - - _-_ .�T. ...__,_,_ -- - - �.. � ` `-�" "' - REV. PARCELS C & C: SLDG. S.F. & SITE DATR. RE . , 3 square rea. 200 feet' -�- -°-°�° °°°"- � "�'""'�""'� F R C ADDED I PARKIM1IG SPACE °"�"""°°'°"" �; SPACES RO[� PA GEL , � '�"`°�'�' � i, ____�____ _� } �r - . i r . .:.+;?,. � _ _� _ �!' : - �,� � � �� fi 4(2-2�-J�+ AARCEL C� I�iRRGR BLDG., REV. LOAt�IPiG ZONE, HAN _ � OtJTROL fF "ER 1N THIS SPA.CE . . - • - -- '- . . ... - """ "' - �'" ��„� � j- REV. PARCEL C, BUILDING FOUTPRINT, LOADING ZONE, HANDICA4' � 1�tG�IG47E lHA' PI� REGUIRf.0 �r:;s� ' . � �' �O� , FIELD BOOK NG.N c:�nv;ra r , FE�, �k,ai>a�n ,�; pyg�y�p �'y.T an�.�^B,�g�pugy�p[�^g;�p[�g{p�y�5pq@¢-/^ - - `� 3 1`�-9-�4 � PncARK3foVGp8P itAMpPi(n�6nSl AAID �°pAL�RKIP�C� �iV VdEST 5}DE OF BUlL'�1'i{UG. � Y� � � � �' 1:, int.l ��,N -NV:'I'�OM I�:i P � 9 P.i�.�tf� §1:Y �^d'tl E'�j Y."Ca ' sf6.BLEitl6EJ�� [b6�.6YLE��E.46R �/4B�l06$.i�4.�� t\Lt�. 1 Atil.Ei Us htiJ;JEv F�1'tL LtI�L - � � �� r- � � �� sHT__.__�_� 1 �11�1;F�11 '-`� ' �� I,' � . Z REM. DRtVEWAYS. REV. WATER UNE, DUA�PSTER� 8 PARKING �'A�`-, -P at�r4i�RiZEU ?� cu:�lu:Etic�. . � „ ,-.� nt. ,��,, n!" �i Cj '�" T .. -1 1 /I 1 iC- 't' T p - ,:�,E{ f ' : " ��u::�. - � :� cr��-ru S i A i ft0%C �3-r v"��S s S111 i E u � � Ui a�rif ., r I:;�� e��0 � Su e.�-2 � �� I 7-21-��} GENERAL REViSlbfVS PER. CITY COMMEI'3`CS 6-2-�4 _ __ � , t ' L- LONGVVO�D FLO�(DA 32779 r s�.A,_�, _- - -� � I�K.� ,lHi3) '�+ v i _ L Sd.09 New Pori 4chs�, P� ?4653 {�(`n (j (�,/''� - . -" i3iS) Lg� tl�� (E�13) F�;E+-C)�J�i (�0�� 4CJG-..I�JiJ '�t ND. D47E �tVISIOfdS ! - (�� .�_ UF _ _ g J.;l: � --�.� �_. - -- _. -- �----------� ....s..��,�.�.._.��,�.�.-�..�._..4�-,.� . . .. ' � . . . .��.�m�: �.�..a.�.��-� ._ �__ _ -�', j d .• � 1411 N FT HARRISON AVE Date Received: 3/1/2011 12:15:30 PM The Community Learning Center ZONING DISTRICT: Commercial LAND USE: Commercial General ATLAS PAGE: 268B PLANNER OF RECORD: PLANNER: A. Scott Kurleman, Planner III CDB Meeting Date: Case Number: Agenda Item: Owner/Applicant: Address: June 21, 2011 FLD2011-03013 D.3. The Communitv Learning Center, Inc. 1411 N. Fort Harrison Avenue CITY OF CLEARWATER PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: Flexible Development approval to permit a Social/Public Service Agency in the Commercial (C) District with a lot area of 46,574 square feet, a lot width of 226 feet (along N. Fort Harrison Avenue) and 116 feet (along Garden Avenue), a building height of 27 feet, a front (west) setback of 36.6 feet (to existing building) and 5.15 feet (to existing pavement), a front (east) setback of 119.3 feet (to existing building) and 2.8 feet (to existing pavement), a side (north A) setback of 102 feet (to existing building) and 3.5 feet (to existing pavement), a side (north B) setback of 3.2 feet (to existing pavement), a side (south) setback of 34.9 feet (to existing building) and two feet (to existing pavement), a rear (east) setback of 54 feet (to existing building) and six feet (to existing pavement), and 35 parking spaces as a Comprehensive Infill Redevelopment Project, under the provisions of Community Development Code Section 2-704.C.,as well as a reduction to the perimeter landscape buffer along N. Fort Harrison Avenue from 15 feet to 5.15 feet, a reduction to the perimeter landscape buffer along Garden Avenue from 10 feet to 2.8 feet, a reduction to the perimeter landscape buffer along the side (south) from five feet to two feet, a reduction to the perimeter landscape buffer along the side (north A) from five feet to 3.5 feet, and reductions to the foundation landscape requirement on the front (west) facade from five feet to two feet and the front (east) facade from five feet to zero feet as part of a Comprehensive Landscape Program under the provisions of Community Development Code Section 3-1202.G. ZONING DISTRICT: Commercial (C) District FUTURE LAND USE PLAN CATEGORY: Commercial General (CG) PROPERTY USE: EXISTING Current: Vacant Proposed: Social/Public Service Agency North: Commercial (C) District Warehouse / Retail Sales and SURROUNDING Services ZONING AND USES: South: Commercial (C) District Offices and Attached Dwellings East: Institutional (I) District Vacant Land West: Commercial (C) District Attached Dwellings Community Development Board — June 21, 2411 FLD2011-03013 — Page 1 ANALYSIS: Site Location and Existing Conditions: The 1.06 acre property is located between N. Fort Harrison Avenue and Garden Avenue approximately 50 feet south of Marshall Street. The subject area of N. Fort Harrison Avenue is commercial in character with retail sales and services, offices, warehousing and some residential uses located in the vicinity. Most of the structures in the immediate vicinity are in fair to poor condition. The property comprises two parcels and has 226 feet of frontage on N. Fort Harrison Avenue and 116 feet along Garden Avenue. The Garden Avenue frontage has an existing six foot high masonry wall that was permitted and constructed in 2007. The property has two ingress/egress areas located on N. Fort Harrison Avenue and contains two front setbacks, three side setbacks and one rear setback. The surrounding properties include a warehouse and retail sales and services located to the north, offices and attached dwellings to the south, vacant institutionally zoned land to the east and attached dwellings to the west. The subject property is currently vacant and contains a 7,000 square foot structure which originally housed a restaurant (Bill Irle Restaurant). The Community Learning Center purchased the subject property in 2007 and it has never been occupied. While the farade of the building has recently been updated, the site is currently overgrown and in need of maintenance. Development Proposal: On March 1, 2011, a Comprehensive Infill Redevelopment application was submitted for the subject property. The application proposes to establish a sociaUpublic service agency in the existing building. The Commercial (C) District only provides for this proposed use through the Flexible Development approval process. The proposed social/public service agency is The Community Learning Center. The Community Learning Center is an educational resource center far families in the Clearwater area which provides tutoring to children through the No Child Left Behind Program. Additionally, World Literacy Crusade, which is an affiliate of The Community Learning Center, will occupy space in the building. World Literacy Crusade will train staff from 26 community groups in curriculum for remedial education, study skills improvement, drug handling and prevention and character building skills. The Community Learning Center is currently located at 1611 N. Fort Harrison Avenue and provides tutoring for mainly younger children. The new facility will expand to include the uses discussed above. Regarding the existing � structure, the�-:recen� -fa�ade —. improvements include columns, railings, new stucco, and distinctive window patterns: The red clay tile roof is complemented by recent painting with warm beige and white paint. Regarding the site, 24 parking spaces are being removed to provide for interior landscape islands and a recreation area. The parking lot will be restriped and comply with ADA requirements. T'he parking lot setbacks to pavement are as follows: a front (west) setback of 5.15 feet, a front (east) _ setback of 2.8 feet, a side (north A) setback of 3.5 feet, a side (north B) setback of 3.2 feet, a side, (south) setback of two feet and a rear (east) setback of six feet. The development proposal's compliance with the applicable development standards of the Community Development Code (CDC) is discussed below. Community Development Board — June 21, 2011 FLD2011-03013 — Page 2 Intensitv: Pursuant to the Countywide Plan Rules and CDC Section 2-701.1, the maximum allowable intensity is a floor area ratio (FAR) of 0.55. The proposal is in compliance with the above as it has a FAR of 0.15. Impervious Surface Ratio (ISR� Pursuant to the Countywide Plan Rules and CDC Section 2- 701.1, the maximum allowable ISR is 0.90 for CG. The overall proposed ISR is 0.70, which is consistent with the above. Minimum Lot Area and Width: Pursuant to CDC Table 2-704, there is no minimum required lot area or lot width for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, the minimum lot area requirement for social/public service agencies ranges from 5,000 — 10,000 square feet. The subject property is 46,574 square feet (1.06 acres). Also for comparative purposes, the minimum lot width requirement for social/public service agencies ranges from 50 — 100 feet in width. The lot width along N. Fort Harrison Avenue is 226 feet and along Garden Avenue it is 116 feet. Both the lot size and lot width are consistent with the above. Minimum Setbacks: Pursuant to CDC Table 2-704, there are no minimum setback requirements for a Comprehensive Infill Redevelopment Project. However, for a point of comparison, the minimum front setback requirement for social public service agencies can range between 15 and 25 feet, the minimum side setbacks can range between 0— 10 feet and the rear setback can range between 10 — 20 feet. With regard to the existing building, the minimum required setbacks are all being greatly exceeded; however flexibility has been requested with regard to the setbacks to the off-street parking and vehicular use areas. The request includes a front (west) setback of 5.15 feet, a front (east) setback of 2.8 feet, a side (north A) setback of 3.5 feet, a side (north B) setback of 3.2 feet, a side, (south) setback of two feet and a rear (east) setback of six feet. The front (west) setback to 5.15 feet is to an existing drive aisle. Both the front (east) setback, along Garden Avenue and side (north A) setback are to existing pavement. While some of this pavement could be removed, it would not be visible from Garden Avenue due to the existing six foot high masonry wall and this area is planned to be used as a recreation area for children between tutoring sessions. The .- side (north B) setback of 3.2 feet, the side (south) setback of two feet and the rear (east) setback of six feet are all to existing vehicular use and parking areas. Understanding this site was developed in the early 1980's, Staff supports the existing setbacks to pavement. Maximum Building Hei h�t-. Pursuant to CDC Table 2=704; there is rio maacimum-allowable --- "- building height for a Comprehensive Infill Redevelopment Project: However, for a point of comparison, the maximum building height for social/public service agencies can range between 25 and 50 feet. The proposed building height is 27 feet, well within the range based upon .the above Code provisions. Minimum Off-Street Parkin�: Pursuant to CDC Table 2-704, the minimum required parking for a Comprehensive Infill Redevelopment Project is determined by the Community Development Coordinator based on the specific use and/or ITE Manual standards. The off-street parking requirement for social/public service agencies is 5 spaces per 1,000 square feet of gross floor area. As such, 35 parking spaces are required. The site currently has 59 parking spaces and this proposal removes 24 spaces for both interior landscape islands and a recreation area, resulting in 35 parking spaces. Community Development Board — June 21, 2011 FLD2011-03013 —Page 3 Sight Visibility Triangl� es: Pursuant to CDC Section 3-904.A, to minimize hazards at the driveways, no structures or landscaping may be installed which will obstruct views at a level between 30 inches above grade and eight feet above grade within 20-foot sight visibility triangles. No structures or landscaping is proposed within the site triangles. Solid Waste: The proposal includes the provision of a refuse dumpster located at the northwest corner of the parking lot. The refuse area will be screened with stucco walls. The proposal has been found to be acceptable by the City's Solid Waste Department. Utilities: Pursuant to CDC Section 3-912, all utilities including individual distribution lines must be installed underground unless such undergrounding is not practicable. Any new electric and communication lines for this development will be installed underground on site in compliance with this requirement. All electric panels, boxes and meters will be painted the same color as the building. Landscaping� Pursuant to CDC Section 3-1202.D.1, this site is required a 15-foot wide landscape buffer along N. Fort Harrison Avenue, a 10-foot wide landscape buffer along Garden Avenue and a five foot wide landscape buffer along all side and rear property boundaries. Along N. Fort Harrison Avenue the landscape buffer width ranges from 5.15 feet to 11 feet and cannot be increased without impacting the drive aisle. The landscape buffer width is only 2.8 feet in width along Garden Avenue, but as stated previously, a six foot high masonry wall has been constructed along Garden Avenue; thus, a wider landscape buffer would not be visible. The side and rear landscape buffers range from two to six feet in width, with five feet as the width requirement. While parking spaces are being removed, they do not allow for greater landscape buffer widths, only increased interior islands. With regard to all the buffer widths, there is no opportunity to increase the size without impacting drive aisles or the recreation area. Pursuant to CDC Section 3-1202.E.2, foundation plantings sha11 beprovided for 100 percent of a building fa�ade with frontage along a street right-of-way. The foundation plantings must be within an area that is a minimum of five feet wide and consist of at.least two accent trees or three __ palm trees for every 40 linear feet of building fa�ade and one shrub for every 20 square feet of required landscape area. A minimum of 50 percent of the area shall contain shrubs with the remainder to be ground cover. The foundation plantings along the N. Fort Harrison Avenue fa�ade range from zero to two feet in width. No foundation plantings have been proposed along the Garden Avenue fa�ade as it would impact the drive aisle width, along with the fact that , _ foundation planting would not be visible due to the stucco wall. Pursuant to CDC Section 3-1202.E.1, ten percent of the gross vehicular use area shall be provided as landscape islands a minimum of eight feet wide and 150 square feet in size. The site proposes 27.14 percent of the vehicular use areas to be landscape islands. To mitigate for the deviations to the landscape buffer requirements along both fronts, sides and rear the applicant has proposed larger accent and palm trees along with the additional 17.4 percent of the vehicular use area being planted with interior landscape islands. Over 30 trees and 1,400 shrubs/groundcover plants are proposed to be installed. Due to existing site constraints staff supports the requested landscape reductions. Community Development Board — June 21, 2011 FLD2011-03013 — Page 4 Comprehensive Landscape Program: Pursuant to CDC Section 3-1202.G, the landscaping requirements contained within the Code can be waived or modified if the application contains a Comprehensive Landscape Program satisfying certain criteria. The following table depicts the consistency of the development proposal with those criteria: Consistent � Inconsistent l. Architectural theme: a. The landscaping in a comprehensive landscape program shall be designed as a part of N/A N/A the architectural theme of the principle buildings proposed or developed on the parcel proposed for development; or b. The design, character, location and/or materials of the landscape treatment proposed X in the comprehensive landscape program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standazds. 2. Lighting: Any lighting proposed as a part of a comprehensive landscape program is N/A I N/A automatically controlled so that the lighting is tumed off when the business is closed. 3. Community character: The landscape treatment proposed in the comprehensive I X landscape program will enhance the community character of the City of Clearwater. 4. Property values: The landscape treatment proposed in the comprehensive landscape I X program will have a beneficial impact on the value of property in the immediate vicinity of the parcel proposed for development. 5. Special area or scenic corridor plan: The landscape treahnent proposed in the N/A N/A comprehensive landscape program is consistent with any special area or scenic conidor plan which the City of Clearwater has prepazed and adopted for the area in which the narcel nronosed for develonment is located. COMPLIANCE WITH STANDARDS AND CRITERIA: The following table depicts the consistency of the development proposal with the standards and criteria as per CDC Sections 2-701.1 and 2-704: Standard Existing / Proposed Consistent Inconsistent F.A.R. 0.55 0.19 X I.S.R. 0.90 (CG) 0.70 X Minimum Lot Area N/A 46,574 square feet (1.06 acres) Xl Minimum Lot Width N/A N. Fort Harrison 226 feet Xl Garden 116 feet Maximum Height N/A 27 feet X` Minimum Setbacks Front: N/A N. Fort Harrison: 36.6 feet (fo building) X' 5.1 feet (to pavement) Garden: 119.3 feet((to building) X' 2.8 feet (to pavement) Side: N/A North A: 102 feet (to building) Xl 3.2 feet (to pavement) North B: 3.2 feet (to pavement) X1 South: 349 feet (to building) X' 2 feet (to pavement) Rear: N/A East: 54 feet (to building) X' 6 feet (to pavement) Minimum Off-Street 5 spaces/1,OOOsf GFA 5 spaces/1,OOOsf GFA (35 parking spaces) X Parkin (35 arkin s aces � See analysis in Staff Report. Community Development Board — June 21, 2011 FLD2011-03013 —Page 5 COMPLIANCE WITH FLEXIBILITY CRITERIA: The following table depicts the consistency of the development proposal with the Flexibility criteria as per CDC Section 2- 704.C. (Comprehensive Infill Redevelopment Project): Consistent Inconsistent 1. The development or redevelopment is otherwise impractical without deviations from X the use and/or development standards set forth in this zoning district. 2. The development or redevelopment will be consistent with the goals and policies of X the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district. 3. The development or redevelopment will not impede the normal and orderly X development and improvement of surrounding properties. 4. Adjoining properties will not suffer substantial detriment as a result of the proposed X development. 5. The proposed use shall otherwise be permitted by the underlying future land use X category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. 6. Flexibility with regard to use, lot width, required setbacks, height and off-street X parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; b. The proposed development complies with applicable design guidelines adopted by the City; c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; ❑ Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape desien and appropriate distances between buildings. Community Development Board — June 21, 2011 FLD2011-03013 — Page 6 COMPLIANCE WITH GENERAL STANDARDS FOR LEVEL TWO APPROVALS: The following table depicts the consistency of the development proposal with the General Standards far Level Two Approvals as per CDC Section 3-914.A: Consistent Inconsistent 1. The proposed development of the land will be in hannony with the scale, bulk, X coverage, density and character of adjacent properties in which it is located. 2. The proposed development will not hinder or discourage development and use of X adjacent land and buildings or significantly impair the value thereof. 3. The proposed development will not adversely affect the health or safety of persons X residing or working in the neighborhood. 4. The proposed development is designed to minimize traffic congestion. X 5. The proposed development is consistent with the community chazacter of the X immediate vicinity. 6. The design of the proposed development minimizes adverse effects, including X visual, acoustic and olfactory and hours of operation impacts on adjacent properties. SUMMARY AND RECOMMENDATION: The Development Review Committee (DRC) reviewed the application and supporting materials at its meeting of April 7, 2011, and deemed the development proposal to be legally sufficient to move forward to the Community Development Board (CDB), based upon the following: Findings of Fact. The Planning and Development Department, having reviewed all evidence submitted by the applicant and requirements of the Community Development Code, finds that there is substantial competent evidence to support the following findings of fact: _ 1. That the 1.06 acre property is located between N. Fort Harrison Avenue and Garden Avenue approximately 50 feet south of Marshall Street; 2. That the subject property is located within the Commercial (C) District and the Commercial General (CG) Future Land Use Plan category; 3. The site currently contains a 7,000 square foot vacant structure; 4. The previous use was a restaurant; 5. The minimum required building setbacks are all being exceeded; 6. The proposal includes setback reductions to existing pavement; 7. The proposal includes reductions to the perimeter landscape buffer requirements; 8. The proposal includes 35 parking spaces; 9. The proposed building height is 27 feet; and _ ... _ _. . 10. There is no outstanding Code Enforcement issue associated with the subject property. Conclusions of Law. The Planning and Development Department; having made the above findings of fact, reaches the following conclusions of law: 1. That the development proposal is consistent with the Standards as per Tables 2-701.1 and 2� 704, Community Development Code; 2. That the development proposal is consistent with the Flexibility criteria as per Section 2- 704.C., Community Development Code; 3. That the development proposal is consistent with the General Standards for Level Two Approvals as per Section 3-914.A., Community Development Code; and 4. The development proposal is consistent with the Flexibility criteria as per Section 3-1202.G., Community Development Code. Community Development Board — June 21, 2011 FLD2011-03013 —Page 7 Based upon the above, the Planning and Development Department recommends APPROVAL of the Flexible Development application to permit a Social/Public Service Agency in the Commercial (C) District with a lot area of 46,574 square feet, a lot width of 226 feet (along N. Fort Harrison Avenue) and 116 feet (along Garden Avenue), a building height of 27 feet, a front (west) setback of 36.6 feet (to existing building) and 5.15 feet (to existing pavement), a front (east) setback of 119.3 feet (to existing building) and 2.8 feet (to existing pavement), a side (north A) setback of 102 feet (to existing building) and 3.5 feet (to existing pavement), a side (north B) setback of 3.2 feet (to existing pavement), a side (south) setback of 34.9 feet (to existing building) and two feet (to existing pavement), a rear (east) setback of 54 feet (to existing building) and six feet (to existing pavement), and 35 parking spaces as a Comprehensive Infill Redevelopment Project, under the provisions of Community Development Code Section 2- 704.C.,as well as a reduction to the perimeter landscape buffer along N. Fort Harrison Avenue from 15 feet to 5.15 feet, a reduction to the perimeter landscape buffer along Garden Avenue from 10 feet to 2.8 feet, a reduction to the perimeter landscape buffer along the side (south) from five feet to two feet, a reduction to the perimeter landscape buffer along the side (north A) from five feet to 3.5 feet, and reductions to the foundation landscape requirement on the front (west) facade from five feet to two feet and the front (east) facade from five feet to zero feet as part of a Comprehensive Landscape Program under the provisions of Community Development Code Section 3-1202.G., subject to the following conditions: Conditions of A�roval: 1. That a building permit be obtained for the parking lot improvements and landscaping; 2. That prior to issuance of any permits a unity of title be submitted for parcels 09-25-15- 51192-000-0030 and 09-25-15-55530-000-0080; 3. That, prior to the issuance of a certifcate of occupancy, all of the proposed landscaping shall be installed; 4. That any electric and communication panels, boxes, and meters located on the exterior of the buildings be painted the same color as the building; and 5. The prior to issuance of any permits, the landscape plans be revised to show curbs around all interior landscape islands. Prepared by Planning and DevelopmenY Department Staf£ A. Scott Kurleman, Planner III ATTACIiMENTS: Location Map; Aerial Map; Zoning Map; Existing Surrounding Uses Map; and Photographs of Site and Viciniry Community Development Board — June 21, 2011 FLD2011-03013 — Page 8 A. Scott Kurleman 100 South Myrtle Avenue Clearwater, FL 33756 727-562-4553 scott.kurleman(�a,myclearwater.com PROFESSIONAL EXPERIENCE Planner III City of Cleanvater, Clearwater, Florida August 2008 to Present Duties include performing the technical review and preparation of staff reports for various land development applications, assist public customers at the Zoning Counter, the organization of data and its display in order to track information and provide status reports and making presentations to various City Boards and Committees. Planner II City of Clearwater, Clearwater, Florida June 2005 to August 2008 Duties include performing the technical review and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports. Assist public customers at the Zoning Counter. Review Building Permits, Sign Permits, Business Tax Receipts, and Landscape Plans as well as Comprehensive Sign Program Applications. Land Resource Specialist City of Clearwater, Clearwater, Florida June 1996 to June 2005 Coardinates with City Legal Department to initiate legal proceedings for non-compliance with City land resource regulations. Landscape re-inspection program. Plans and directs program to ensure that plant material installed per the approved landscape plan remains in a healthy growing condition in perpetuity and restores deficient landscaped with new plant material. Certificate of Occupancy Inspection. Perform inspections with contractars, owners, and City departments to monitor the installation of required landscape material per an approved site plan. Process tree permits ensuring that regulations governing the removal criteria are followed. Provide technical tree evaluations for structural defects, hazards, proper pruning, and identification for trees on public and private properties. Account Manager Cherry Lake Farms, IMG Enterprise, Inc. Groveland, Florida June 1993 to June 1996 Supervised and managed existing territory accounts, while handling a strategic marketing plan. Planned and directed in-feld inspection program for landscape architects, municipalities and private corporations. Prepared technical training modules for corporate employees and customers regarding arboricultural techniques related to trees. Licensed Marketing Representative Allstate Insurance Company, Clearwater, Florida June 1991 to June 1993 Field inspections of insured structures. Policy seroice and account maintenance. Store Manager William Natorp Company, Inc. Cincinnati Ohio June 1983 to June 1991 Managed a team of 20 sales people and sales associates in a landscape center. Responsible for teams of employees including but not limited to payroll, budgeting, sales, store and equipment maintenance, workplace safety, and advertising. Managed outdoor staff, merchandised and cared for all outdoor products. Responsible for all indoor staff and horticultural products. EDUCATION GRADUATE — Certificate: Communitv Development, UNIVERSITY OF SOUTH FLORIDA, TAMPA, FLORIDA. Currently pursuing. BS in Sustainability Management, ST. PETERSBURG COLLEGE, FLORIDA. Currently pursuing. BA in Business Administration, ST. LEO UNIVERSITY, ST. LEO, FLORIDA. Graduated July, 2002 Cum Laude. Major: Management AA in Business Administration, ST. PETERSBURG COLLEGE, FLORIDA. Graduated 1998. Major: Management. AS in Ornamental Horticulture, OHIO STATE ZINIVERSITY, WOOSTER, Graduated 1984 Cum Laude. Major: Horticulture Technology with emphasis in Arboriculture. 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Case: FLD201 1-0301 3 Site: 1411 N. Ft. Harrison Avenue Property Size: 1.06 Acres PIN: 09-29-15-51192-000-0030 Atlas Page: 268B 09-29-15-55530-000-0080 1625 � � � 1613 >674 76�5 �� 7608 �s1? 7613 162 f��' 1611 �613 16 5 d d 71 1610 � 2 � 1621 o y �604 Q� � �s" �sos , � � � ° z � >so> � �s�� sos8p�� = 16�+ M/NNESOTA DR '�s 1605 y 1609 ^ y o, 625 2 � �o 1604 Oy �603 1610 � 16 � ' /( 1600 �/j 1605 1606 1609 ll �so� iso°o � �s� �Q 160� � 1603 1604 MARSHq�� ST �soo � 1600 0 �sos `' � � � p o � O N t0 �D $ �D to 1503 1601 1503 7� ,tT >504 �505 "� 11�, o' 1501 'R 15pq 147¢ 1500 15p3 � in r� rn � � 14�3 >415 502 � � � � � �o <o 150> >50 '� 1412 1412 149 1415 1496 5 14>0 �10 1413 1411 0 b O 1406 1417 �q» 140B 1409 >4071/2 1500 1407 1409 1407 7408 1407 1407 1406 �40g 1405 1406 1405 1405 �405 1403 1407 14 �40q 1405 1403 1308 �40? 1401A 14018 �/ o � 1401 1309 7401 �402 1403 � � 73f0 1400 ,� 130g >401 1311 Q' 'O 1305 13pj 1308 � v � >30g 9 >30q Q 1307 1305 1306 � v 1308 1307 � �3p2 1304 (7� >307 � 1305 /'�- 1306 1307 1300 13003 �`� � � � �~E ST 1303 �V�v 1304 1305 7217 o p �302 Q °` �z�s EN �S o a v 1215 M'QN ST � � � '3po � � � � � >214 121> � � 1 '� � ZONING MAP Owner: The Community Learning Center, Inc. Case: FLD201 1-03013 Site: 1411 N. Ft. Harrison Avenue Property Size: 1.06 Acres PIN: 09-29-15-51192-000-0030 Atlas Page: 268B 09-29-15-55530-000-0080 PROJECT SITE I I� c.;��r.��r � `v �✓Enaeriqr� a °� i Z y � O ��.�u'�i�v� J � o � � ? z � IEBEAU r � � � iROQlI OiS l �� j PRIMCESS � �� / � N � OSAGE � O,p PLEASAPlT � _ PnOHkV4'K Q �� 2 �� c� 4 � Z C 0 sr � / �a+��Nr d ¢ FAiRR90AIT � = z � � � .�4 > a � °� � �y MINNE `�a �'2 BECKETT � � ` � v /� N�4LL �t BECKETT 9T W ! , \ €�A.4FtSH�tl ST a C� 0 C�2ANT o � >�zD a¢�z � N � "' ur � a o r Y �Z,� r� � � � CARLT4Pd = ST � RUSSE r., � — �NG� �1VE � � Q � J TA�d G�RiNE � �� j EN6W9AfJ z Bl � � � � � ST � �'Fi�P� �.p LA SAILE ST ` $l llF� a P,4LM 6LU� 3T J Z E2 � PFiLM BLUFF ST J � Y Q S��;nrG � �n JURGEPJS 5T z � � � �C 3� �w � � i CcD:+R ST ��—� �� a �� c �r0 0 0 !�Ir'YR��C,"p� � 5 ��cKO��nr sr D �1 ��5� ,� :T Q 0 � r� �—� � SERAINOLE �T LOCATION MAP Owner: The Community Learning Center, Inc. � Case: FLD201 1-0301 3 Site: � 1411 N. Ft. Harrison Avenue 09-29-15-51 192-000-0030 09-29-15-55530-000-0080 Properfy Size: 1.06 Acres Atlas Page: 268B .,�-4 '�;' � \ �` ' � , :� .� + 1 � ., \! , � -1 '. �� . k ; (�, d.� - +C"�� I� � � � . � � •l �r '� , �� ,,�i��1�lr� �.' .L a �1 '�.,�5 h ,1!�..�;tl ! 4 t � ' ,. � t � � , � ,1 .� ei� i�� +��r� � # �/�� y{_ � "�P� � �r �� 2 C � ,��. � � � � 'F . ;�O "''"'s�?"' ;'� '� `t�, .<f � � ) . �*, � '� .,f .� � .� � � a> , i � � � . � R�.+�.:� . .a �... � 2, : o , sf',� � �. � F�' ' ,� � �C�,�4�,k�'� ,�` i � J � � , : �� n��. .�'�''` �� ' � .v �,r� ��-. �,> � t ?`� ' r,.ra.�� y � � `��..��„ �. ��: �_ � � . °4 .y `�` i, �.�! .. C� +' � 1 Fi �+ .��k; � t. �5� . � � . �'� �,, � ` r _ .� �' �� , i '.. Z�.. p .M l '.� •�T � _,�n � �� •r•. �t- � J� ^ . :�� r .y.,, e � .. ,�' ,d. � � �_ j, i� , 1i.� y � � ` .. 3 `�i r�, � � _•..� i si . ,�1, ,..? 4` . . 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L � .L � '.. , � .� � l�J � `; _ _ r. 1,�� ,f� �" s J .�.. �� ' n /� ,� � Yr�'!;. � � e ' .,�,J �.� �� i�, ` �� _ ^ ~�y� � �jy� J �. � �� ,1 , � ., �^' i.�r3 ♦ . �,•1 .l'[' : �� y , I � \' � _� , / ,+ % . .. r `,` 4 ,1 �,� � , � � -,! ; ,;--�,-� J!�'+� .+ . • �� /y 'I / � H7 �i�� F rr �� ' � `•• � f �4 . d� , ( �/?�1 .^ �, t� ��".\ e � � _). �� 1 ,.� t _ /!� , r � AERIAL MAP Owner: The Community Learning Center, Inc. Case: FLD201 1-0301 3 Site: 141 1 N. Ft. Harrison Avenue Property Size: 1.06 Acres PIN: 09-29-15-51 192-000-0030 Atlas Page: 268B 09-29-15-55530-000-0080 . �r�K..��.y �" _ h. . j}� .� � YY � �' 1 � '�-. �., ��, `�� . � �� ,M �� 1.. ,, , � I , �-��=._..,__...�. _ �w-�.� , � � :�� ---�---�-----�:- ;- -�. .� � Front (west) fagade of building � � - ._ ��'- c�v„�� _ _ .:: _-=�="'� _ �� . �."",� - _._.,, � �� .R; - •s ! r S ..•� j1:. �.� .,+. t `I� � • ��` � ,:g � .. ,.� s`��- - � ��!" . , "R t .. '.�,4 �-1� . . � `.� ��. '-0 bD�Y��I� ,fEp 0. `.� 7 �wt,�w._ k�„ . ,. t>'�y #� ;ti¢ a� ,...t�°` s. Side (north) fagade of building Properties to the south of the subject site � �•:� Side (south) fa�ade of building -- ., ��-��.�.. .��.:�.,P. t�' }"` ';t�' �'� .i � �'?`�,�^�' � , � ^' � ��- 2 S ( 3't - }�,1.. - . .... � � . .� � . . � ,Y Properties to the west (across N. Ft. Harrison Ave) .4 . � :fi ;�_.- Six foot high stucco wall along Garden Avenue 1411 N. Ft. Harrison Ave. FLD2011-03013 Page 1 of 1 � � • • • • • • • • • • • • • � • • • . • • • � � • • • • • • • F�lexible Dev�lo ment A lication p pp 0 _ WE ARE GROWING! The Community Learning Center 1411 N. Ft. Harrison Av Clearwater, FL 33755 I N DEX TO DOCU M ENTS Flexible Development Application # FLD2011-03013 1411 N. Ft. Harrison Ave. Exhibit A� Reduced Color Site Plan Exhibit B Emergency Vehicle Access Plan Exhibit C Social Public Services within 1500' & Notes Exhibit D Existing Building Photos Exhibit E Existing Building Photos Exhibit F Warranty Deed Exhibit G Legal Description Lot 3: Warranty Deed's Exhibit A Exhibit H Legal Description Lots 8& 9:Warranty Deed's Exhibit B Exhibit I Stormwater Narrative, Signed and Sealed & C3 & C4 Exhibit J SWFWMD Permit Exemption Documentation Exhibit K Tree Survey & LS 1.1 Exhibit L Tree Inventory Exhibit M Location Map Exhibit N Comprehensive Landscape Program Application Exhibit 0 � Elevation Photos � � LL Planning & Development CASE #: • o C earwater 100 Sou�th Myrtle Avenue RECEIVED BY (staff initials): DATE RECEIVED: •_ Clearwater, Florida 33756 � Telephone: 727-562-4567 Fax: 727-562-4865 •❑ SUBMIT ORIGINAL SIGNED AND NOTARIZED APPLICATION •❑ SUBMIT 14 COPIES OF THE ORIGINAL APPLICATION - Plans and •application are required to be collated, stapled, and folded into sets ❑ SUBMIT FIRE PRELIMARY SITE PLAN: $200.00 • ❑ SUBMIT APPLICATION FEE $ •* NOTE: 15 TOTAL SETS OF INFORMATION REQUIRED (APPLICATIONS PLUS SITE PLAN SETS) � FLEXIBLE DEVELOPMENT APPLICATION • • Comprehensive Infill Redevelopment Project . (Revised 05.04.2010) � �PLEASE TYPE OR PRINT� • A. APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) • APP�icANT NAME: The Community Learning Center, Inc MAILING ADDRESS: 1611 N. Ft HafC15011, Clearwater FL 33755 � PHONE NUMBER: 727-441-4444 Fax rvunnaER: 727-441-2721 -- - -- - ----- ---- - - -- --- --- ---- • cE�� ►vuMSER Ennai�: info@tampayouth.org -- __ - --_. � _ ___ _ ____ •PROPeR'n� owNeR(s): The Community Learning Center, Inc List ALL owners on the deed • ------------ - • AGENT NAME: D2n2 H2nSOn MAILING ADDRESS: 1611 N Ft H21'fIS011, Clearwater FL 33755 v�_ __.�_— ____._ _ � - ' --------------- ----- -. PHONE NUMBER: 727-793-8046 FAX NUMBER: 727-441-2721 ' — _ ____ _ _� — _ _ _ _ _____. _ . - � _ • CELL NUMBER: 727-793 8046 Enn,ai�: msdanahanson@gmail com • B. PROPOSED DEVELOPMENT INFORMATION: (Code Section 4-202.A) •PROJECT NAME: The Community Learning Center PROJECT VALUATION: $ 80,000.00 STREET ADDRESS 1411 N Ft Harrison, Clearwater FL 33755 — — — — --- — • PARCEL NUMBER(S): 09-29-15-51192-000-0030 & 09-29-15-55530-000-0080 ----------- ------ — ------------------- - -- PARCEL SIZE (acres): OJ1666.& 0.37878 = 1.095 PARCEL SIZE (square feet): 31,218 & 16,500 = 47,718 • LEGAL DESCRIPTION: LESLEY'S SUB THAT PART OF LOT 3 AND VAC ALLEY ON S DESC AS BEG NW COR LOT 3 TH E 171.2FT TH S 15 FT TH E 70.6FT TH SW 119 FT (S) TH W 116.5FT TH NE 5FT TH W 127.SFT TH NE 129FT TO POB & � MARSHALL S E A. SUB LOTS 8& 9& W 1/2 OF VAC ALLEY ON E Exhitibts G& H �� __ PROPOSED USE(S): Soaal/public service agency. Business Group B. See Exhibit C and Notes • � �ESCRiPTio►v oF REQUEST: Our request are: 1) Set back reductions on the west side _ ______ _�__ _ _ _ _.._ _____ _____ _ _..__. ___..._._ .__._.�.___.__..__.____ Specifically identify the request 2) That the arba e dum ster site remain current location. (include number of units or square ---- g g p -�-- � ---------- ---- - . __� _ •footage of non-residential Use and all 3) That the masonary wall on east side remain requested code deviations; e.g. � �� — -- � - reduction in required number of -- ---- -- -- � � _—__ ---.. _____ __ . ____.__ parking spaces, specific use, etc.) W ' YV�_ • C:\Users\GAO\Desktop\CLC.1411.Comprehensive Infill.doc Page 1 of 8 • • • • • � • . • • • � � � � • • � � �'' � � � � • � • � � � • DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS (TDR), A PREVIOUSLY APPROVED PLANNED UNIT DEVELOPMENT, OR A PREVIOUSLY APPROVED (CERTIFIED) SITE PLAN? YES _ NO X(if yes, attach a copy of the applicable documents) C. PROOF OF OWNERSHIP: (Code Section 4-202.A.5) ❑ SUBMIT A COPY OF. THE TITLE INSURANCE POLICY, DEED TO THE PROPERTY OR'SIGN AFFIDAVIT ATTESTING OWNERSHIP (see page 7) Warranty Deed Attached – See Exhibit F. D. WRITTEN SUBMITTAL REQUIREMENTS: (Code Section 3-913.A) I❑ Provide complete responses to the six (6) GENERAL APPLICABILITY CRITERIA — Explain how each criteria is achieved, in detail: 1. The proposed development of the land will be in harmony with the scale, bulk, coverage, density and character of adjacent properties in which it is located. 2 The original building architecture of the 20's is in character with the adjacent property and maintain the "Old Clearwater" look and feel. The tile roof is in similar character to other well- maintained properties in the vicinity. It is a 1-story building as are other buildings in the area. The land ratio is weighted with more green space than many of the adjacent properties. We have a group of local gardeners who will groom 1411 N.Ft. Harrison with landscaping materials consistent with upscale Clearwater developments. We will plant the minimum amount of landscaping immediately and will add additional materials as our budget/donation of materials allows. There are no prpposed scale changes and population density of use will •be consistent with purpose and not vary greatly from past usages. The proposed development will not hinder or discourage the appropriate development and use of adjacent land and buildings or significantly impair the value thereof. The north side parking lot is adjacent to an empty lot and would be no hindrance to development. 3. The proposed development will not adversely affect the health or safety of persons residing or working in the neighborhood of the proposed use. There is no retail activity conducted in the building so traffic is minimal and the students are each supervised by instructors and our activities will be of no adversity to the community. 4. The proposed development is designed to minimize traffic congestion. The private drive in the front will allow single egress south to north so that traffic congestion will be minimized. Additionally, it will improve the safety of arriving and departing students. 5. The proposed development is consistent with the community character of the immediate vicinity of the parcel proposed for development. Our current facility at 1611 N. Ft. Harrison handles primarily young children but the new facility at 1411 N Ft. Harrison will also serve older youth and adults. We will add a GED program, English as a Second Language � — ----____--------- _ ---- — --- —_ _---- _ ____— --- ----- - ___ ___ --_____ __,.----- and develop a training program for green energy jobs. We have been in the neighborhood for 13 years and have helped over 5,000 students improve their reading or math skills. 6. The design of the proposed development minimizes adverse effects, including visual, acoustic and olfactory and hours of operation impacts, on adjacent properties. The building is surrounded by green space and parking lot and the activities in the building are by nature relatively quiet. No visual, acoustic or olfactory ill effects will be present. The hours of operation will be mostly afternoon and early evening. C:\Users\GAO\Desktop\CLC.1411.Comprehensive Infill.doc Page 2 of 8 � � � • � � � � � � � • • • • • • • • • •� • • • • • • WRITTEN SUBMITTAL REQUIREMENTS: (Comprehensive Infill Redevelopment Project Criteria) ❑ Provide complete responses to the six (6) COMPREHENSIVE INFILL REDEVELOPMENT PROJECT CRITERIA — Explain how each criteria is achieved, in detail: The development or redevelopment is otherwise impractical without deviations from the use and/or development standards set forth in this zoning district. Request for setback reduction on the west side: Without the requested set back reductions, there wouid be no safe place to drop off students. The variance in the front of the building allows for a 1-way route, thus providing a means of controling vehicular traffic and ensuring student safety. Request that dumpster remain in current location: Garbage dumpster needs to remain in its current location in order to facilitate solid waste vehicle access. This was agreed up in ihe DRC of 4/7/11. Attractive fencing and landscaping to surround the dumpster have been designed into the site and landscape plans. Request to preserve tne masonary wall: The 6' masonry wall on the east side of the property, along Garden Street, was built 4 years ago at the requirement of the city, and was permitted construction. It provides valuable security. Additionally it was expensive to construct and would be expensive to demolish. 2. The development or redevelopmerit will be consistent with the goals and policies of the Comprehensive Plan, as well as with the general purpose, intent and basic planning objectives of this Code, and with the intent and purpose of this zoning district The building will be well kept and maintained and will be an asset and resource to the community. 3. The development or redevelopment will not impede the normal and orderly development and improvement of surrounding properties. The property is self-contained, edged by a privacy fence on 3 sides which grants the surrounding properties quiet enjoyment. There is an empty lot adjacent to the property, which at some point, we would like to buy. The building height and size is not being altered in anyway and thus will not effect adversely exiting or future development. Rather than impede orderly development of surrounding properties, this development will actually enhance such activity. As an educational group we see opportunities to provide cutting edge training for green jobs; an area which is going to expand rapidly. Businesses will be attracted into the area because we will help produce a higher quality workforce. Adjoining properties will not suffer substantial detriment as a result of the proposed development. The building, empty, devalues the neighborhood, but developed, will be a premier property and will increase the - - -_ roperty values of the surrounding area. 5. The proposed use shall otherwise be permitted by the underlying future land use category, be compatible with adjacent land uses, will not substantially alter the essential use characteristics of the neighborhood; and shall demonstrate compliance with one or more of the following objectives: a. The proposed use is permitted in this zoning district as a minimum standard, flexible standard or flexible development use; b. The proposed use would be a significant economic contributor to the City's economic base by diversifying the local economy or by creating jobs; c. The development proposal accommodates the expansion or redevelopment of an existing economic contributor; d. The proposed use provides for the provision of affordable housing; e. The proposed use provides for development or redevelopment in an area that is characterized by other similar development and where a land use plan amendment and rezoning would result in a spot land use or zoning designation; or f. The proposed use provides for the development of a new and/or preservation of a working waterfront use. • The proposed use is permitted in the current zoning. Additionally, the facility's adult training will include teaching people _ how to become more hirable thus contributing to the overall economic and social well bein� of the area. C:\Users\GAO\Desktop\CLC.1411.Comprehensive Infill.doc Page 3 of 8 � � • 6. • • • • • • Flexibility with, regard to use, lot width, required setbacks, height and off-street parking are justified based on demonstrated compliance with all of the following design objectives: a. The proposed development will not impede the normal and orderly development and improvement of the surrounding properties for uses permitted in this zoning district; NO b. The proposed development complies with applicable design guidelines adopted by the City; YES c. The design, scale and intensity of the proposed development supports the established or emerging character of an area; YES d. In order to form a cohesive, visually interesting and attractive appearance, the proposed development incorporates a substantial number of the following design elements: Yes to each of the following. See photos, Exhibits D& E. ❑ Changes in horizontal building planes; ❑ Use of architectural details such as columns, cornices, stringcourses, pilasters, porticos, balconies, railings, awnings, etc.; 0 Variety in materials, colors and textures; ❑ Distinctive fenestration patterns; ❑ Building stepbacks; and ❑ Distinctive roofs forms. e. The proposed development provides for appropriate buffers, enhanced landscape design and appropriate distances between buildings. Yes, see site drawings pgs C3, C4 and landscape drawings pg LS 1.1 E. STORMWATER PLAN SUBMITTAL REQUIREMENTS: (City of Clea�inrater Storm Drainage Design Criteria Manual and 4-202.A.21) �❑ A STORMWATER NARRATIVE MUST BE SUBMITTED WITH ALL APPLICATIONS. All applications that involve addition • or modification of impervious surface, including buildings, must include a stormwater plan that demonstrates compliance with the City of Clearwater Storm Drainage Design Criteria manual. A reduction in impervious surface area does not qualify as an exemption to this requirement. •See Exhibit I ❑ If a plan is not required, the narrative shall provide an explanation as to why the site is exempt. •See Exhibit I ❑ At a minimum, the STORMWATER PLAN shall include the following; •❑ Existing topography extending 50 feet beyond all property lines; ❑ Proposed grading including finished floor elevations of all structures; •❑ All adjacent streets and muRjcipal storm systems; ❑ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; •❑ A narrative describing the proposed stormwater control plan including all calculations and data necessary to demonstrate compliance with the City manual. ❑ Proposed stormwater detention/retention area including top of bank, toe of slope and outlet control structure; •❑ Signature and seal of Florida Registered Professional Engineer on all plans and calculations. • • � • • • • • ❑ COPY OF PERMIT INQUIRY LETTER OR SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) PERMIT SUBMITTAL (SWFVi/MD approval is required prior to issuance of City Building Permit), if applicable See Exhibit J ❑ ACKNOWLEDGEMENT OF STORMWATER PLAN REQUIREMENTS (Applicant must initial one of the following): Stormwater plan as noted above is�included tormwater plan is not required and explanation narrative is attached. At a minimum, a grading plan and finished floor elevations shall be provided. CAUTION — IF APPLICATION REVIEW RESULTS IN THE REQUIREMENT FOR A STORMWATER PLAN AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. If you have questions regarding these requirements, contact the City Public Works Administration Engineering Department at (727) 562-4750. C:\Users\GAO\Desktop\CLC.1411.Comprehensive Infill.doc Page 4 of 8 F. SUPPLEMENTAL SUBMITTAL REQUIREMENTS: (Code Section 4-202.A) ❑ SIGNED AND SEALED SURVEY (including legal description of property) — One original and 14 copies; ❑ TREE SURVEY (including existing trees on site and within 25' of the adjacent site, by species, size (DBH 4" or greater), and location, including drip lines and indicating trees to be removed) — p/ease design around the existing trees; Exhibit K Done by Rick Albee, City of Clearwater ❑ TREE INVENTORY; prepared by a"certified arborisY', of all trees 4" DBH or greater, reflecting size, canopy (drip lines) and condition of such trees; Exhibit L ❑ LOCATION MAP OF THE PROPERTY; EXhibit M ❑ PARKING DEMAND STUDY in conjunction with a request to make deviations to the parking standards (ie. Reduce number of spaces). Prior to the submittal of this application, the methodology of such study shall be approved by the Community Development Coordinator and shall be in accordance with accepted traffic engineering principles. The findings of the study will be used in determining whether or not deviations to the parking standards are approved; no deviations to standards being requested. 2-4/1000 sf required. We are providing 5/1000. ❑ GRADING PLAN, as applicable; ❑ PRELIMINARY PLAT, as required (Note: Building permits will not be issued until evidence of recording a final plat is provided); ❑ COPY OF RECORDED PLAT, as applicable; 0 C:\Users\GAO\Desktop\CLC.1411.Comprehensive Infill.doc Page 5 of 8 G. SITE PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A) L■7 � SITE PLAN with the following information (not to exceed 24" x 36"): Index sheet referencing individual sheets included in package; North arrow; Engineering bar scale (minimum scale one inch equals 50 feet), and date prepared; All dimensions; Footprint and size of all EXISTING buildings and structures; Footprint and size of all PROPOSED buildings and structures; All required setbacks; All existing and proposed points of access; All required sight triangles; Identification of environmentally unique areas, such as watercourses, wetlands, tree masses, and specimen trees, including _.....___ description and location of understory, ground cover vegetation and wildlife habitats, etc; Location of all public and private easements; Location of all gtreet rights-of-way within and adjacent to the site; ' �� Location of existing public and private utilities, including fire hydrants, storm and sanitary sewer lines, manholes and lift stations, gas and water lines; � All parking spaces, driveways, loading areas and vehicular use areas; Depiction by shading or crosshatching of all required parking lot interior landscaped areas; Location of all solid waste containers, recycling or trash handling areas and outside mechanical equipment and all required screening {per Section 3-201(D)(i) and Index #701}; Location of all landscape material; Location of all onsite and offsite storm-water management facilities; Location of all outdoor lighting fixtures; Location of all existing and proposed sidewalks; and Floor plan typicals of buildings for all Level Two approvals. A floor plan of each floor is required for any parking garage requiring a Level Two approval. SITE DATA TABLE for existing, required, and proposed development, in written/tabular form: EXISTING REQUIRED PROPOSED Land area in square feet and acres; 46,574.13 Min 5-10,000 As Existing Number of EXISTING dwelling units; n/a � � � Number of PROPOSED dwelling units; n/a ��• � � �� Gross floor area devoted to each use; n/a �� Parking spaces: total number, presented in tabular form with the number of required spaces; Total paved area, including all paved parking spaces & driveways, expressed in square feet & percentage of the paved vehicular area; Official records book and page numbers of all existing utility easement; Building and structure heights; Impermeable surtace ratio (I.S.R.); and Floor area ratio (F.A.R.) for all nonresidential uses. REDUCED COLOR SITE PLAN to scale (8'/2 X 11); See Exhibit A 27' +/- 7000 sf .15 FAR FOR DEVELOPMENTS OVER ONE ACRE, provide the following additional information on site plan: One-foot contours or spot elevations on site; Offsite elevations if required to evaluate the proposed stormwater management for the parcel; All open space areas; Location of all earth or water retaining walls and earth berms; Lot lines and building lines (dimensioned); � Streets and drives (dimensioned); � Building and structural setbacks (dimensioned); Structural overhangs; C:\Users\GAO\Desktop\CLC.1411.Comprehensive Infill.doc . Page 6 of 8 35 2060sf – 10% 35 (33/2) 5.592 sf –27.4% 27' +/- — _ _.._.___ 33,085.12 sf (.71 ISR) � � • • • • • • • • • • � � � • • � • • � • • • • • • • H. LANDSCAPING PLAN SUBMITTAL REQUIREMENTS: (Section 4-1102.A) Y ❑ LANDSCAPE PLAN with the following information (not to exceed 24" x 36"): All existing and proposed structures; Names of abutting streets; . Drainage and retention areas including swales, side slopes and bottom elevations; Delineation and dimensions of all required perimeter landscape buffers; Sight visibility triangles; Delineation and dimensions of all parking areas including landscaping islands and curbing; Existing trees on-site and immediately adjacent to the site, by species, size and locations, including driplines (as indicated on required tree survey); Location, size, and quantities of all existing and proposed landscape materials, indicated by a key relating to the plant _ schedule; Plant schedule with a key (symbol or label) indicating the size, description, specifications, quantities, and spacing requirements of all ____ existing and proposed landscape materials, including botanical and common names; Typical planting details for trees, palms, shrubs and ground cover plants including instructions, soil mixes, backfilling, mulching and protective measures; Interior landscaping areas hatched and/or shaded and labeled and interior landscape coverage, expressing in both square feet and percentage covered; Conditions of a previous development approval (e.g. conditions imposed by the Community Development Board); Irrigation notes. � � REDUCED COLOR LANDSCAPE PLAN to scale (8'/z X 11); See Exhibit A COMPREHENSIVE'LANDSCAPE PROGRAM application, as applicable. Landscape associated with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where minimum Code will not be met. I. BUILDING ELEVATION PLAN SUBMITTAL REQUIREMENTS: (Section 4-202.A.23) C � BUILDING ELEVATION DRAWINGS —with the following information: Annotated photos are attached as per agreement, Exhibit O x All sides of all buildings Dimensioned x Colors (provide one full sized set of colored elevations) Materia�s — stucco walls, clay tile roof, wood columns and trim, stone wall REDUCED BUILDING ELEVATIONS — same as above to scale on 8'h X 11 See EXhiblt O J. SIGNAGE: (Division 19. SIGNS / Section 3-1806) N/A ❑ ❑ ❑ ❑ All EXISTING freestanding and attached signs; Provide photographs and dimensions (area, height, etc.), indicate whether they will be removed or to remain. All PROPOSED freestanding and attached signs; Provide details including locaxion, size, height, colors, materials and drawing; freestanding signs shall include the street address (numerals) Comprehensive Sign Program application, as applicable (separate application and fee required). Reduced signage proposal (8'/z X 11) (color), if submitting Comprehensive Sign Program application. C:\Users\GAO\Desktop\CLC.1411.Comprehensive Infill.doc Page 7 of 8 s � K. TRAFFIC IMPACT STUDY: (Sectimn 4-202.A.13 and 4-801.C) � � Include if required by the 7raffic Operations Manager or his/her designee or if the proposed development: Wiil degrade the acceptable level of service for any roadway as adopted in the Comprehensive Plan. Will generate 10Q or more new vehicle directional trips per hour and/or 1000 or more new vehicle trips per day. Will affect a nearby roadway segment and/or intersection with five (5) reportable accidents within the prior twelve (11) month period or that is on the City's annua� list of most hazardous intersections. Trip generation shall be based on the most recent edition of the Instituie of Transportation Engineer's (ITE) Trip General Manual. The TrafFic Impact Study must be prepared in accordance with a"Scoping Meeting" held with the Traffic Operations Manager and the Planning DepartmenYs Development Review Manager or their designee (727-562-4750) Refer to Section 4-801 C of the Community Deveiopment Co�e for exceptions to this requirement. Acknowledgement of traffic impad study requirements (Applicant must initial one of the foilowing): Traffic lmpact Study is incfuded. The study must include a summary table of pre- and post-development levels of service for all �roadway legs and each turning movement a*, all intersections ident�ed in the Scoping Meeting. X Tra�c impact Study is not required. CAUTION — IF APPLICATION REVtEW RESULTS IN THE REQUIREMENT FOR A TRAFFIC iIMPACT STUDY AND NONE HAS BEEN SUBMITTED, APPLICATION MUST BE RESUBMITTED AND SIGNIFICANT DELAY MAY OCCUR. . If you have questions regarding these requirements, contact the City Public Works Administration Engi�eering Department at (727) 562- 4750. L. FiRE FLOW CALCULATIONS/ WATER S7UDY: Provide Fire Fiow Calculations. Water Study by a FIRE PROTECTtON ENGINEER to assure an adequate water supply is availabie and to determine if any upgrades are required by the developer due to the impact af this project. The water supply must be able to support the needs of any required fire sprinkier, standpipe and/or fire pump. If a fire pump is required the water supply must be able to supply 150% of its rated capacity. "Compliance with the 2004 Florida Fire Preventio� Code to i�clude NFPA 13, MFPA 14, NFPA 2Q, NFPA 291, and MFPA 1142 (Annex H) is required. ❑ Acknowledgement of fire flow calculations/water study requirements (Applicant must initial one of the following): Fi; e Flow Calcufations/Water Study is included. X Fire Flow CalculationslWater Study is not required. CAUTIORI — IF APPLICATION REVIEW RESUi.TS IN THE REQUIREMENT FOR A FiRE FLOW CALCULATIONS/ WATER STUDY AND NONE HAS BEEN SUBMITTED, APPLIGATION MUST BE RESUBMIITED AND SIGNIFICANT DELAY MAY OGCUR. • If you have questions regaMing these requirements, cantact the City Fre Prevention Department at (727} 562-4334. M. SIGNATURE: 1, the undersigned, acknowledge that all represeniations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and phokograph the property described in this application. /; �: � �\,fiL 1 ^E� L'� �L. ��'�/''�.. r-- ^� �� Signature of property owner or representative STATE OF FLORIDA, COUNTY OF PINE_-�� Sworn �nd s bscribed before me this / day ot � l�� , A.D. 20 ta me and/or by w q. i ersonall k�o. has produced �, �, � as identification. ___, , �� ,; Notary pubJic, � My commission expires: �.�►``vu�•� L, ..".�� - _, �� '1!� � /f� %�'�` a` �` � � �pTA/�y 3��'i:�/„��l ' � ' AAy Comm Ezpires Na, �E 77Q43 • C 1Dacuments and 8ettingslgaleU?esktop\CI.G\GL� Gomprehsnsive Infiil.doc ' �u��, . Pag� 8 af 8 d'�, `QP • ��'� QF F��'��,�`'� �Nt1��' N. AFFIDAVIT TO AUTHORIZE AGENT: 1. Provide names of ali property owners. on deed — PRINT full names: The Community Learning Center, Inc . .. .. . y .. _ .. . .. . . . . . . .. . . . . .. . . . . . .. . .. ..... ..._...... - . .. . . . . . . . . . . . . . .. . ... . . .. .. . .. . .. . .. .. . . . . . .. . . . . . .... .... . ... .......... ....... .... .. .. .. ...... ............. . . . _.... . .... . . . ... 2. That (I am/we are) the owner(s) and record title holder(s) of the following described property (address or general location): � 1411 N_ Ft. Harrison Avenue, Clean�vater, Florida 3375 3. That this property constitutes the property far which a request for a: (describe request) Business Use _ _ __ _ . _ _ _ 4. That the undersigned (haslhave) appointed and (doesldo) appoint: Dana Hanson, Corporate Secretary _ _ Holly Haggerty, �xecutive Director, Board Memeber __ _ _ ._ _ _ _. as (his/their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Fiorida to consider and act on the above dascribed property; 6. That site visits to the property are necessary by City representatives in order to process this application and the'owner authorizes City representatives to visit and photograph the property described in this application; 7. That (I� e), the undersigned a hority, hereby certify that the foregoing is true and correct. �� .�j��yL ��"c,�i--, _ _ _ Property Owner Property Owner _ _ _ __ _ _ __ • Property Ow�er � Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS Befor me the undersigned, an officer duly commissioned by the laws of the State of Florida, on this �v%! � day of �� . � ,� ��.r� � � � � personally appeared , t� %�� who having been first duly swom Deposes and says that he/s qltl�Sxands the contents of the affidavit that he/she signed. $'��'�`�� A4'��i�'4i � � �,oTAAy'�'� �� . (� ,� ; �r, ""'' C°"�r` Exp"e's � t��i�`C7`� ��/[��'1' '�, Ma�.23.2015 � _ � � �� Notary Publi Signat r Notary Seal/StamP ��- RV�� G P� My Commission �xpires: � � � � 4� � ` _.O � �� s� �'�' C:\Users\GA01Desktop\CLC Comprehensive Infilt.doc ' Page 10 of 8 J w , � o � � � y Z � � � 4 MARSHq�LSTREET !00' RIGHi.pF_WAY) ; ......____ / � � / . .. �NVrT�q r / � 1 / I . �_�_ , � // '� __ j_= '_ � �__ .�- ��1 � ; � � �� _ / I_ V , � "":� ��"�g� r �' � � ' � � �_ '_� � ■ � �, �� I � . I . , I � �i � / y I �� , '� � � —� , � � j ,�� f��-- � � I� �� i � -�._ _ ' I� � j �' .. �� :� ' � / . .. . , i �� ! (_.., -i r' _ _. ,�. • .. '. � � ......__.. , � —ii � . . -_ _ � .. I ' � C•E�=t,FaTivE � ' - . � ��I n,x wEL� � � ; � I 'i ' — ,T �i. �� I 1. , —. . ._ � � . i '' uNE ' -- i ' � ' �� — — SikU . — � '_ �� _ —` --- � � '� : ; ..� �. '. � I � --_-_________-.__ % �I � . � ' i� � j _ � / I _�' / - ONESTpqy �RUCTURF FINISHE41j D FLppR E� = 33 62 ��€a5 i».y�� : 1t � t_ -�! / �� ,-�_� 1 I i I �� ' � � ' �- � � ' � - � ' - -_ �� ,.��. . . ..�._-. ❑ OPEN AREAS ❑ INTERIOR LANDSCAPE AREAS ❑ BUILDING AREAS ❑ CONCRETE SIDEWALK AREAS `'` 3. IMPERVIOUS ASPHALT VEHICULAR USE AREAS / / l �_ " . � S �� Z I , 3 Q � � � � p.- , 1 �' GRAPHIC� SCALE ( IN FEET ) 1 inCh = 20 [t. ____ _ — — LEGEND T - „-i ,i_ _ '1� _i:: _ c aF P kADll�S F/W RIGHT—OF—WAY � HANDICAP PARhING �I — — ��-- PFOPOSED �_URB �I — EXISTING (;U4ZB TQ RFMAIN � � � � PROPERTY LINE !I � � PROPOSED r_ONCP.E7E I i�' �.I T,1�- TF.�= T� FEM�If� � GENERALNOTES_ i, OWNER/DEVELOPER: CommunryLeamingCenter . 1611 NoM Ft. Hamson Avenue Clearvvater. Flontla 33755 PH (727) 793 0646 FAX. (727) 441 2721 2. ENGINEER: RichterEngineering,lnc. 2007 West Reynolds Street Plant Ciry. Florida 33563 PH.(813)754-8148 Fnx. �ais� �sz-osiz 3. SITE ADDRESS: 1411 NORTH FORT HARRISON AVE. CLEARWATER, FL 33755 PARCEL ID: 09291555530000080 092915511920000030 6. EXISTING ZONING: 'C FUTURE LAND USE: 'C SOCIAUPUBLIC SERVICE AGENGES DIV. 7. SEC 2-704. FLEXIBLE DEV. LEVEL TWO. 5. THE SITE APPEARS TO BE IN FLOOD ZONE X. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCV, FLOOD INSURANCE RATE MAP, COMMUNITV PANEL NUMBER 125096 0106 H, EFFECTIVE DATE MAY 17, 2005 (MAP INDEX NUMBER 12103CINDiB. MAP NUMBER 12103COtO6H EFFECTNE OATE MAV 17, 2005). POLARIS ASSOCIA7E5, INC. ANO THE SIGNING SURVEVOR HEREON ASSUMES NO LIAeILITV FOft THE ACCURACV OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCV MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCV HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANYJUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER TNAT THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM". 6. EXIST�NG BLDG. HEIGHT 1 STORY 7. PRESENTUSE THEATER 8. DEVELOPED USE COMMUNITVLRERACV CENTER 9. GRO55 SITE AREA 46.574.12 SF (1.06 AC) �0. LAND USE TABULATION IMPERVIOUS SITE AREA: VEHICULAR USE AREA/SIDEWALK: 26,085.12 SF BUI�DING 8 CANOPY __7.000.00 SF {0.15 FARj TOTAL IMPERVIOUS AREA 33,085.12 SF (0.71 ISR) PERVIOUS SITE AREA: OPEN AREAS: 13,489.00 SF TOTAL PERVIOUS AREA 13,489.00 SF = 0.37 AC IMPERVIOUSAREA+ 32,5BO.00SF PERVIOUS AREA _ _ 13,489.00 SF 46,574.13 SF 1.�7 AC 11. PARKING TABUTATION WITH CITV OF CLEARWATER RE�UIREMENTS. PARKING RE�UIRED = FIVE SPACE PER 1.000 SF OF GROSS FLOOR AREA _(7,000 SF FLOOR AREA) /(1,000 SF)X(5 SPACES) = 35 SPACES PARKING PROVIDED STANDARDPARKING SPACES 335PACES HANDICAP PARKING SPACES 2 SPACES TOTAL PARKING SPACES PROVIDED 35 SPACES 12. ALL MECHANICAL E�UIPMENT SHALL BE SCREENED IN ACCORDANCE 13. SEE ARCHITECTURAL PLANS FOR CONSTRUCTION PLANS OF STEPS, RAMP 8 RAILS. 14. VEHICULAR USE AREACALCULATION: THERE SHALL BE 10% OF INTERIOR LANDSCAPE FOR THE TOTAL VEHICULAR USE AREA: (20,604.00 SF OF VUA)(10 %)= 2.060 Sf OF INTERIOR LANDSCAPED AREA REQUIRED PROVIDED: 5.592 SF (27.14°,) t 5. EX�STING PAVEMENT TO REMAIN TO BE SEALED AND RE-STRIPED. i6. E%ISTING BUILDING HEIGHT 27 FEET */-. 17. LOT WI�TH FT. HARRISON AVENUE 226 FEET, AND GARDEN AVENUE 176' FEET. NOT FOR � Ll.� QU � � � Z ll.� Z UQ W J � 'o � M d � � � � � � M o �: • � � y � O 'p a c c T O .� .� � L WC � Il' a' W � Y O a� �� U � L U r V C i� � � m O n. N U 7 N � � ° ° U M y (0 � J l9 C � LL � � f0 U �U � � °o � Q :� o 7 m Z � � � J � � _� � W � Q � > > 2� i--' a � J oZU U � 0 'o Z Q J � � J H � � � Z 0 � ll.� � � �aa�E�-� .��rE , ��E��o a� M� �� a� �M SHEET NO. EXHIBIT A O K � O � � E v€ rc� �° � D N rt fD � Cd � I � m � D n n tD H y � GRAPHIC SCALE ( IN FEET ) 1 inch = 200 ft. NOT FOR � � H �U �� z wz UQ w J � 'o � M � � U �J � C � � M M C tq M � � d � O 'O = C C T �O L .� 01 N � wC Q' LL a' w >' m � — N > � U � t U � r U C � Q' � (0 O � N U J L J � � U y � � � O � ° U M y (` � J "' LL C C N (0 0 p @ � U U E � °o 'o Q --° `-' p .� m Z O � � J � LL 2 � �w �� Q O� =Q ~ W � J OU z o � <� o � 0 0 0 � Z S F>- > � W U > � w � U J m � d J a U � � � W �—(n—OZ(n SHEET NO. EXHIBIT C 0 a ¢ U N W O � � E n� rca • / C N � 3 d a Exhibit C Notes 304.1 8usiness Group B— to include: offices; educationel occupancies for students above the 12`h grade; training and skill development not within a school or academic program. Social/public serv9ce agencies: 2. The parcel proposed for development does not abut any property designated as residentiaf in the Zoning Atlas: The adjacent propery to the south is an office complex. The adjacent property to the north is a vacant building. East and West are streets. 2. The social/public service agency shall not be located within 1,500 feet of another social/public service agency. Exhibit C shows map of property at center of 1500' radius, downloaded from the • Pinellas County GIS website. The only non-profits within the radius are: 1403 N Ft Harrison, owned by RCS. It is a residential shelter • 1402 N MLK, registered as A Spiritual Change, Inc and the Johnathan Wade Center for Growth and Development, is a church/religious organization. The 1500' radius just touches into • the property. The building itself is tangent but just east of the line, while some of the parking behind the building is within the sphere. The remaining nonprofits are an Elks lodge, Mt Carme{ Church, Center for Human Development (a church) and St John's Baptist Church. None of these are social/public service agencies. 3. Lot area and width: The reduction in lot area and/or will not result in a building which is out of scale with existing buildings in the immediate vicinity of the parcel proposed for development. N/A — no reduction in lot area. 4. Front setback: The reduction in front setback results in an improved site plan or improved design and appearance. The reduction in front setback allows for increased safety of pedestrians who will be dropped off at the building by providing a one-way vehicular path. 5. Side and rear setback: a. The reduction in side and rear sefiback does not prevent access to the rear of any building by emergency vehicles; See Exhibit B, Emergency Vehicle Access Plan b. The reduction in side and rear setback results in an improved site plan, more efficient parking layout or improved design and appearance and landscaped areas are in excess of the minimum required. Reduction in rear setback requested to allow for the existing 6' masonry wall to remain, which provides security, improved design and appearance (since it matches the building. Other fences around area are wood, and not architecturally compatible), and green- space and landscape buffers have been increased. _ _ � �`� � ,' 1 r : �. : , �_ : , , 'rae�itl�lr _ -.____ ...,,.��`i_�.__.—.. .-°. _ --�'/+ "'� . ;.�'s' . q � .. g � , # S �11!{�. .. {� „ °� ;;. �a � �I ��r �„. a - �„�,,•- `� . . �»a�*4�. ,. r . . J� ,� _. ., . ...�s»- __. ..r. . .�� _" �' �.. ° '�'�. � i = °.� �`�_�,.._---'� . �`�'�` '-a- ... . .�.. x, . �r f ��4� " � ��r�' �, �s �i> �� r� -� r �'� sa, ,. � ,zd� �.. �C�. `� ��a '� � r -r€ � � , �� ° , _ t ` `�`, "�,�`. .,� � 5� � �-� r�' � � ,, � � ;?;, � �� . ��iu�'i�f +��`� .��J.�-„� �-'st'F ;1�` �'r '.M =..s.,�,� .. � : j' � ; �g .� � ,,�z '� .- j� �.. �% ;��' 3 - ^? �� °" E � -ri r+ . � .�:. ^� � �i1-. � . g;#,"� � �,r?. �z.'$n 'ir� �h - . ... _. �' �RB� , . . . . <.J�„� �y _ l ..& � . `� fl "" •}c .: c , > .y � � � y �� ',��u# ��i �� ::. -�`^. �� t � c:� � . � . �.._ -d.=: '�� '° ,�- �,. .' '�°--�.... . "� 'M � : �. . .._ .. , �,,� _ . _. .' , ,, �.:��; t . • .e � � ..�'"" . �f � `��i`. � s � I ��. �:,hF=��. EG...at,'cll � M � � � � C � N M rn � '� -p @ o � � O � o QI � � � r w c a' LL a' W >' m � t/1 _ � � � L U � � � U � v � n °o a. N U L J � ~ � � � O � � U «� y t` d J � �o� - o� � U U � � °o � Q --° � p .� m Z O � � W �J Z W Z 2 � � F- W � QU �H m �U O� C� wZ =� H J� Hw (n UQ �� U w €� � o � � U O O mr�+,� I SHEET NO. EXHIBIT D z 0 a ¢ y 0 � � s` �� rc� v � m � � 0 0 v � � '- � 4 � � .� . � � �H �U �� z wz UQ w J � z 'o � M d � � C � (n M C fA M m � � � � O '� 'p� �O7 N � r W � � ` w >' m � N m > � cU t t U r U n C � � O � O �- N U J L J � � U ` ] � � ° U M y f` N J "' LL � C � _ � � N � � U � � °o � Q --° � p .� m z O � � J �LL 2 � �� Q O� _� E- Q �w O� Z U o � a � o � 'o C� Z � J � m c� z H � x W �+,�•r�i� wEC,.: SHEET NO. EXHIBIT E O a ¢ U N W � � x s` m� p� � • • • • • • • • • • • Parce� Tax I.D. No.(s): 09-2i 51192-000-0030 This Instrument Prepared by and Retum to: Douglas L. Hiikert, Esq. CHURCHILL TITLE COMPANY 2557 Nursery Road Suite A Clearwater, Florida 33764 (727)524-4222 FILE NUMBER: 200703004 Grantee S.S. No.: Name: The Community Leaming Center, Inc. Grantee S.S. No.: Name: ��n�� p� (StaNtory Fortn) (Wherever ased herein, the_term "Grantor" and "Gcentee" ehell include the heirs, personal reprcsentativa, succeasors and/or assigns of the respective perties hercto; the use of the singular number shall include the plunl, snd fhe plura! the eingular, thc use of any gender ahall include ell genders.) THIS INDENTURE, made this �� day of April, 2007 BETWEEN BOSS REAL ESTAT'E INVES7'Ivg,'NT'S, LLC, A FLORIDA LIMITED LIABILITY COMPANY, ("Grantor") of Pinellas County, State of Florida, and 'I��E COM1vNNIIY LEARNIIJG CENTER, INC., A FLORIDA NON PROFIT CORPORATION, ("Grantee'�, whose tax mailing address is 1611 N. Fort Harrison; Clearwater, Florida 33755. . • WITNESSET'II, that Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, to Grantor in hand paid by Grantee, the receipt whereof is hereby acknowledged, has �anted, bargained and sold to Grantee, Grantee's heirs and assigns forever, the • following described land, situate, lying and being in the County of Pinellas, State of Florida, to-wit: • • • • • • • • • • � • • • • • • • See Exhibit A and Exh�'bit B. Subject to easements, restrictions, and reservations of record, and taxes for the year 2007 and thereafter. And Grantor does hereby fully warrant the title to said land, and will defend the same against the lawful claims of all persons whomsoever. IN WITNF�S �?FPWnF, �.a,ta. ,`,a; iicreunto sei GrantoYs hand and seal the day and year fust above written. Signed, e led and delivered in our presence: Sign � Print d-Q'e'� %� �d �% Gc� Sign Douglas L. Hiikert STATE OF FLORIDA COUNTY OF PINELLAS BOSS RF,AL ESTATE INVESTMENT'S, LLC, A F1,ORIDA LIIvIITED LIABII,ITY COMPANY � gy Y N-L �- .AFRIM INCA, ITS MANAGING MEMBER 2490 Meander Lane Safety Harbor, Florida 34695 The foregoing instrument was acknowledged before me this � day of April, 2007, by AFRIM VINCA, MpNqGING MEMBER OF BOSS REAL ESTATE INVESTMENTS, LLC A F7.,ORIDA LAMITED LIABII,IT'Y COIvtPANY, who is personally known to me (or who has produced ,�, � identification). �ti.,oaanumi�� NOTARY 'L , 1as L. , `,�i�?-`'� i „ \�. �009 Hi/k� .,� �C '3,��,`j;' � • �,µ�ssl0,y � �'% Sign �,�'"� i �c1 ; .icQJ�y�a,zo�rq�•;. ; . i.r� — :� � °j�m. - * ; �,. '" : * ? Print Douglas L. Hilkert '� !�,��r+�, _�,; aDD2�o220 : Q� My Commission Ex ues: . ! L�1;, %s'• J�Nna�aee� ••oe: p- �i�/9L •.� `yFikfhwA#.• �' \�. . �i ;��!'Vi{��,�,:y r�►".� � a� �,.� //��!/!ll 111111 O�\`\\\ - ?y'�.k�'J:_�dr f �, �F .,�'. - ,_� i �,�,, • _ �_k;� r:;ilrj,t=� i F�` Exhibit F � 'T1 � _ cD d. • � � � � • • • • • • • • • • • • • • • • • • • • • • • • • � � �zhibit A T3atps=t ofLot 3,:aeFOrdi� � ca�Isi ofLBSZ,$y�g PuhIio,�ecords'o�;&�Iiliorou� °uatY, Florici� ag,� fi p� ��N, recotded in beedRccord ^g,n ' as £oIIo�we: Begy�g � a po� m�� b o CO� w n s f � oa Page 471, t h e S B• cvrner.of said lot; �� Y o fsaid Lot 3' r 5' a= m g x l q a p a r k p�cularl,p dds�bed ��ng tfience Nart4� 81°30' Wo ' R'2iich ia 66 feethTo� �� sa3d bwndazy frotu Ft Hazrieonla,yenne; th'r.ace N:1 s� 38DS'�.�c ozlras to the North�ly boun o �� °r �Froxm�stely so) Fa.vt along Ft H,asiaon i4ver.we to �c��y b��y of ' �?Y. f said Lot 3; �Cnce Sontbeasterl aIoa caid e��n wi$ the Lot 3 aad t�ence 9, alcrig the &� b y g Northeily ba��, �y the Northeast. above deacn�ed.platof lan� the .� of said loT 132 feet to the P.O,$. pX�p�� p �4 of said A��ne,• also L$S$ P li'sag•Bastcrly oitbo WestexlY 2ine of � . R'�ER �om tLe - noiti� b AT'1D.EXG�PT 4ic follo PnbIfo fF�orougF�f`ae,Yqown gs C�h¢dea �laryofi.ot3 otLESLEy'g..�j,g � p� �PoitionnfLoc.�: Coimmenccattbe�inteiaeciioA.of.tbe o�� blicRetords ofHzllsbaiou corded on Peii ' • ' Y]me of Cr� `: P� ' Pmcllas: ��4; 1564, iniDeed$ook Page 47I, �bht-of-wa ' C°�miy' �°��fliwhic.fi � alo , g� den Avenue as it ja.prescatt .�tv wae formerlv t}.Dait with�the:weat aS aorth:•botmdsry of.said Lot 3 a� y°�P1�d; f3ioace N,BI°14'34" W(basis ofbeaxia� ie assume oi.-the'ceare� ofa .. . ' �� of 72.69 feefi tfien�e S_06°04' � 'vacated 10-foot ' • 06" W:, along t�e southerl ��"�Z`S StTBD ��S a'� of Lota S, 6.�td � and east ofLots 8; 9_and 10, Y°�nsian COjatS'. FIozici� of;wfiichP��ON, as roc�a.jnplai$oak 9; Page 1'3, ofthe.Pnblic Itecorda:a��ills of snd pazaIIel w the nozth b COL�'10vaa fo.r.�eZIY e P�, 15.02 fee� theaoe S: B 1°14'34" �� riSlit-of-waY linc of Gardea A� 15.D6 et tn the P�o'mt of$e�.62 feer, ttienoe N.13°57'36 E„ nion� t� �4O��Y • �8: �°ataming 0_0247 sqr,a� �y or ]ess. 4� � ��.�; - � `y � � ..•' 4 . '�_. } ... �.-...c ..��. '.: :� .. ..1 ., __.�.. ... , . ' . . . ,., _. .. 'Y!'��' : �l�� f'�� ; ;�; , . ? : �a�[�p � � u,�,,� -, fi � f.,��i� : � J i�'�'��';,j�� yr�� !' �F.�! !i�7r�lf�'( C�T "i M '�_. Exhibit G � � � � • • • • • • • • • • • • • • • • • • • • � • • • • � • � E�:hzbft B Zota Eight i8) aud Nina (9), of E.A. MAR,S73AZ,L'S SLJBbNLSION, accvzding to the plat thezeof u zecorded ia Plat Book 7, Page'17, pub� �cords ofHil]sborough County, �ori� ofwhich Pjnellas cov��, w� f�� a with ho Westerly 5 feet of a closed alley ly�p�el and adj aceat to thc Easterly boimdary linos of eaid Lo 8 and 9 of �-P' MA1�5EiAI.L Si7BDMSION. ��..'�S�'j�E�; �� `:i{��:� i; , r!�ii r _. _ . � !i-d� :.�,?��5,f1��`�•.�."�4_�si�i:�►,t,iJ{!_;y' +,'li4 r;;3}� :�i �tw;;�+i,��'F►�, Exhibit H � � � � � � � � � � � � � � � � � � • • • • • • Exhibit I STORMWATER NARRATIVE for The Community Learning Center 1411 N. Ft Harrison Clearwater, FL 33755 The project consists of the rehabilitation of an existing building. The site improvements will involve enhancements to the landscaping, minimal improvements to the onsite drainage,, and removal of paved parking surface. The end result will be a reduction in impervious area. The stormwater system is located ni a closed basin. The system is currently operating as designed.• Per jurisdictional requirement, a trench drain will be installed in the northernmost driveway to intercept onsite generated runoff that currently flows offsite. Roof runoff will be collected from the south side of the building and routed to the retention area. No other improvements are proposed at this time. SWFWMD has granted an exemption to the requirement for a stormwater permit for this site. It should be noted that there is no change in the onsite drainage basins. ,,t , �� ~��:�:�� y �' d �. . `� � . � r ry m . : � � , �..� �� \ ., �. ; ea � �. t� �^ `' � � � m f� s� i�:.^f 4.. •' 1d ^cv .3 f �d �r �,�� t �! `^ �� . ��.� �o�.�..�� .•.� ��'�� Qf '�9 `+3;: 7 �. %�E�4., �G:,k�. °�9�,wk':��tM¢„'#}.t • Mark Richter FLPE56196 • Richter Engineering, Inc • CA0935b 2007 W. Reynolds St • Plant City, FL 33563 813-754-8148 � � � � I� ,_::.:'l�',_'"t�... � ��_ .._ � ` _ 4 �a —, i �� i ' ' m � ' ;m,8��r6?"' � ` ` ;� f g,, t� � - � 's . p b � ��g ,€ � °R ba� _ '� �d; �- . ; - -° ' ' ° , ir' �I_; ��i � �� QI�, �„ ,�� ° � � �' r h. I ,� � ' '�F '—_ _ ��, �� s 5zx� ' I `Y� ca 7 �_a �� ; �. � �^ =��..a �Kf£,e: sss¢a�. .:s�§:, x �� .�a �;�.:� Z 0 � 0 � � �� 4� �� R - -----�-. _. _ %_-----�------_ F�RTH,�R.�SONAVEN�E � w,., y € --s� c �� w � „�a � �, �;o €€ — — z ;;� �� _\ �s— « �—� �. \ �>� €a _I I I � I � � ' �n �mr� _�_ � �� g�$ �� `°"""`. CLEARWATER - -- � � � R R - — LEARNING CENTER W� <�' E �--- - - ... . v -- � � Paa�ER �oG.�.�. p e# e I. � S. �-- -= 1471 NORTH FORT HARRISON "* — -- CLEARWATER,FL � - _ C� N�� __ . _ e�,n.uE � I 5I.- --- � -� � � -- DEMOLITION PLAN �i \` £ �' 2 � � S � � . x � � a., F� �,# . .. . ��z €3 � AR ��} �� m � � € � � ��m �g § �� o �`"> �� _�� a_ _ �� o _ �=- _ A Woman's Touch Building Contractors LLC 100 Colette Court Oldsmar, FL 34677 � —_ � �o m� �� , ,� � I A i 's i �� a '� ;y , � � m I;' y � �r —= &. p I' i I I! i � i am� �� °� _ �=� g� Richter Engineer, Inc. Civil Engineering 2007 West Reynolds Street PlantCity,^ lo�n �da�3�563 � • ? °a�� , ^ x' R �m`:� • p ➢ F- � e. 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CLEARWATER � � � � R - �� LEARNING CENTER C: ��g E _ __ — • . v . r .. - � - � - � A Woman's Touch Richter Engineer, Inc. p � I E e y S�',__ _ . __ � E� 1411 NORTH FORT HARRISON Building Contractors LLC Civil Engineering '^ i- ____ _ CLEARWATER, FL 100 Colette Court 2007 West Reynolds SVeet • (� o � — �- ��*^*°E Oldsmar, FL 34677 Plant City, Florida 33563 A N _ �,�.a,��oa�� s -. . - SITE, GRADING, & UTILITY PLAN r.ai+ • • �ale Pollack � ,w om: Curt Metcalf (curtmetcalf�terragraphicsinc:.com] nt: Thursday, April 07, 2011 7:40 PM � david.kramer�watermatters.org Gale Pollack; msdanahanson@gmail.com bject: Clearwater Learning Center - ERP Exempfion Application �achments: � � _ � u �1-Clearwater rning Center... 101-Clearwater Leaming Center-Cover Sh�:�et.pdf; 102-Clearwater Learning Cerr�er-General Notes (C2).pdf; 103-Clearwater Learning C-enter-Demolition Plan {C3}.pdf; 104-��::learwater Learning Center-Site Plan (C4).pdf; curtrn�:tcalf.vcf �� 102-Clearwater tearning Center. L,�� '� �J 103-Clearwater 104-Clearwater curtrnetcalf.vcf learning Center... Leaming Center... f 329 B) David, ase find tne attached PDF files of the constructi.on documents currently unde�:� review, the City of Clearwater DRC., for your review and �omment. By and large this i.s an �ntical project to the 2007 ERP exemption on file ;aith your office. The only ;hanges not lected in this set are the planned rernoval of the= Bal1 Court shown on the 20;)7 design, �possible iandscape design inventory changes. We would like to formally requ:st a new exemption status for this project based on, remc:val of asphalt pavements re:�ucing >ollution load of stormwater runoff to tize existing and functional Stormwater M:�nagement �tem. We look forward to yo��r review and comments of this project with the hopes that it ets the expectations for apF�roval of our request. • always, I(we� would like to thank you for fittir�g us in to your schedule. • • • • • • • • • • • • • • • • 1 � � • Gale Pollack� , A� •From: QaveKramer[dave.kramiora�swfwmd.state.fl.usj Sent: Friday, April OS, 2011 9:C►1 AM •Tap Curt Metcalf Cc: Gale Pollack; msdanahai�son�gmail.cam • Subject: RE: Clearvuater Learning Center - ERP Exemption ApQlica#ion • cart, •Thanks for lhe email. I took a look at the attachments and the exemption we issued in 2007 is still ap]_�licable. There are no permi.ts required from the SWFU+]MD for the activities • nroposed. L<:t me know if you have any additional questions or concerns. •David Krame�•, P.E. Surf`ace Watc:r Regulation Manager •Tampa Regulr�tion Department Southwest FI_ori.da Water Management Disi_.rict (800} 836-0']9"1 or (613) 985-7481, ext. 2009 dave.kramer@watermatters.org • • • • • • • • • • • • • • • • • • • • • -----Origir.�l Messaqe----- From: Curt 'detcalf [mailto:curtmetcalf(jterragraphicsinc.com] Sent: Thurs�ay, April. 07, 2011 7:49 Pi�l To: Dave Kz�mer Cc: Gale PoLlack; msdanahanson@gmail.com Subject: Cl.�arwater Learning Center - I:RP Exemption Application David, Please find the attached PDF files of l:he canstruction documents currently under review, by the Cit}� of Clearwater DRC., for yo.iz review and comment. By and large this is an identical ��roject to the 2007 ERP exem_:�tion on file with your office. The only changes not reflected a.n this set are the planned �°emoval of the Ball Court shown on the 2007 design, and possib'.e landscape design inventory changes. We would like to iormally request a new ERP exempt:ion status for this project based on, removal of asphalt pavements reducing pollution =1oad of stormwater runoff tc the existing and functional Stormwater Management System. We look forward to your review� and comments of this project with the hopes that it meets the expectations for approval of our request. As always, I(we) would like to thank yau for taking my telephone call and fittin.g us in `o your scl �edule. IMPORTANT 1^fOTICE: All E-mail sent to or from this address are public record and archived. T2ze Southw,:.st Florida Water Management: District does not ai3ow use of District equipment and �'-mail facilities for nan-District: business purposes. 1 • • � • • � � � � ! � � � � � � � � � � � • • • • • • • � � � • Exhibit K TREE SURVEY Rick Albee, City of Clearwater offered to do and did the tree survey at 1411 N. Ft. Harrison in April 2011. It is on file in his office. 0 � � � � � � • � BUFFER SCHEDULE BUFFER'A': REOUIREO TREES=S TREES PROVIDED=4 OAK, 1 IXISTING OAK, 1 EXISTMG PALM UFFER'B". REpUIRED TFEE5=5 TREES PROVIDE�=3 ELM, 2 HOLLY FFER'C'�. REQUIREDTREES=a TREESPROVI�E0=4 HOLLV.2IXISTING PALM UFFER D". FEOUIRED TREES-2 TREE$ PROVIDE�=1 ELM, 1 E%ISTING OAK BUFFER'E'�. RE�UIRE�TREE5=6 TREES PFOVI�EO=2 ELM, 2IXISTING OAK, 4IXISTING PALM BUFFER'F:REOUIflEDTAEES=] TREESPROVIDED=20AK,3EXISTINGOAKS,6EXISTINGPALM ARSHq�� SrREET TREE LEGEND �10' �p+r_�_W�� E%ISTING OAK TO REMAIN � El(ISTING PINE TO REMAIN . � EXISTING PALM TO REMAIN SO 9 �� M EXISTINGTREETOBEREMOVEO(IVPJ �P �P � � � aV MOVALOFE%ISTINGTREESISLIMITED � � p� � � � (i)OEA�LNEOAKTREEATNORRI 4V $qp � �p �d 9650.FT.INTERIORLAN�SCJ�E1% EHICULAA ENTFiANCE (4) SAflAL PALM �� p� � TAEESWITHLESSTHANIO'CT. (1) TREETOBEREMOVED REFERENCE �� :� _ �� IIEENPAIM,(4j0ECLINING0A1(S �RCCOMMEMSBYRICKAL6EE�� OTEOONCIIVCOMMENTS,AND ENDOFSOU�FENCE � �� ERP1 PROHI8ITED TREES. NO �p8 SQ. FT. WTEflIOR lANOSCAPE2% � � j� �— 5.00' BUFFER'B' REPLAGEMEM TREES REQUIRED ON SITE. WNER SHALL PRl1NEAN0 FEMOVE - , z8B] SO. Ff. MTERIOR IAN�$CPPE-25% LIMBS FROM EXISTING TREES. . p � SIGHTVISIBILITVTRIANGLES � ....:. . -� NO EXISTING TREES WILL BE IMPACTEO BYTHEADORIONOFPROPOSED � G � TILITIES. NO ROOT PRUNING/AER4ilON � � �� • �� LL BE PEOUIRED. TJN / .00' Bl1F�ER'A' 10.5 SQ Ff. INTERIOR LANDSCPPE- % � "� � ., � �� 1 4139 S�. FT. MTE{iIOR L4NDSCAPE ' �C 1 UV � SL101NGG4TE� � B OV • :. a�o „ ic LMG � p� � 5 � 1g! (U HIB p� JP • � � Z � 1 TREE TO BE REMOVEU FEFERENCE �FC COMMEMS BV RICK ALBEE � � � _ �OVE(2�TRUNKSOFRECIINFTAPALM �>^ ��• '-�� - 3� QJEEWPALM��'_ � J� AN� ALLOW LOWER 3 SOLID FENCE SiEMSTOREGENERATE O � MULCH -ri, SNR � � � ' � � � x = ic • � � � '' � � . �� .•`,'� . . �r' 5.00 B fER'C �� . :`: w� Qp Uf 2 PPLMS TO BE REMOVE0. REFERENCE � .. � � .. _ ti:+. ' ' ' � �� '.- DRCCOMMENTSBYRICKALBEE � � ...' ... . � . .; ; .. ' i � TJN � . . � ...., . . � • �� , '- ...,,,�, .? / w , , � 411 SO. Ff. INTERIOR L4NDSCPPE � 1z CT. sP . K~� UN 3 LIN � �- 13 INS 11 � - 5 MIB p� - �f•\ 5.00'BUFFER'D' � � � • 7�N , �.' �� gU (2)IXISTINGPALMSTOBE�PEMOVFD T 3 Qy ..J� ' JP �V 90�. ' ' � '�_ � � .. � • irc I ' ' SP 1B �' ``� _ . 8M •• � � ` SIGHTVISIBILITVTRIA^NGLES � � �,' � �Pz ' MULCH • � `` �','� • � � SW �j � JV � EXISTINGOAKTREETOREMAIN MULCH �, � �� (rREEOMITTEDONSURVEI� � � .� �I • SM �\ S.OtlBJFF6f'E' � � . ' � \ � , , `` � '. . �` i I . � � �. ,� � �x 1825�.Ff.INTERIORWN�5CAP63% "l '� , � ' ". �-�:.�r , � � //t EOGEOF � � � � /' PAVEMENT � � S,. / • .tl. • �`� 70 � . t , ' � ; � . 8 HIB 'LMG� NI �� 2 � � � � � • . ..,.�'.. p� . . �� REMOVEALLVEGETATION �P �� ALONG FENCE FROM EPST � Q S SIDE OF EX. BURDING TO TREE TO BE FEMOVE0. REFERENCE �� . � PFOPERtt CORNER ] `�� 3 PALMSTO BE REMOVEO- REFERENCE • DflC COMMENTS BV RICK ALBEE - / ��. , �' �..�_�` ___ ff� ` �,� DRC COMMENTS BV RICK.O�BEE � TqEE TO BE REMOVED- FEFEFENCE ` , _' _ ' FLEXIBLE STMl�ANO DEVELOPMENT , ( gpp � . . • . COMMENTSBVFICKALBEE ` �_ ` � � ' " i . ,.�� ' �� ' 42054.FT.IMERIORLANOSCAPE-5% ��. � • � BRRZILLAN P ERTREE � i • � TOBEREM6VE6� � � �NDOFSOLI�FENCE . ,,' J�� 1.� • � � . ,:� QRALLIM! PEPPER TAEE TO BE REMOVE� S.OR UFFER �'F' , �, ' � � . ' (IAEE MIS-IDEMIFIE� ON SURVEY) � � . � 1 PAL O BE REMOVE REfERENCE � . . � • � �� . . ��-. . ]&9S� Ff.INTER10RlA1JOSCAPE-9WU OMMENTSBYRICK SOLIDFENCE � • � � PLANT MATERIAL SCHEDULE . �� CODE �TY BOTANICALNAME COMMONNAME SPELIFICATION SPACING MIB 28 HIBISCUS ROSASENEN515 HIBISCUS 3 GAL, 2430" HT., HEAW 3' O.C. � IC 6 ILEXGISSINE TENSAW' DAHOON HOLLV TENSAW' 1tl MT. X45' SPO., 2.5" CAL. AS SHOWN . • : INS 3 RE%TJELLIE R. STEVENS' NELLIE STEVENS HOLLV l GAL., 3' HT., T SPO. AS SHOW N JP 025 JUNIPERUS PPRSONII PARSOMS JUNIPER 1 GAL, 10-1Y SPO. 2' O.C. LIN 2 LAGERSTROEMIA INDICA TJATCHE2 CFAPE MYRILE W HITE' 1P HT XS SPD. 2' CPL. AS SHOWN LMG 158 LIRIOPE MUSCARI'EMERALD GODDESS' GIAM LIRIOPE'EMERALO GODOE55' i GAL.. 10' HT. X 10" SPD. 18" O.C. � pV 11 OIJERCUS VIRGINIANA LNE OAK 1T HT. X6' SP�., 2.5' CAL. AS SHOWN • RI 85 RAPHIOLEPIS INDICA WMITE' DWARF INDIAN HAWTMORN 7 GAL 15" HT. X18' SPp., �ENSE 2.5'O.C. , SAR 6fi SCHEFFLERA ARBORICOLA DWARF SGHEFFLERA 3 GAL., 24" HT., FULL T O.C. SP 6 SABAL PALMETTO CABBAGE PAIM 12' C. T. AS SHOWN TJN 645 TRACHELOSPERMUM ASIATCUM MINIMA' DWARF CONFEOERATE JASMWE 1 GAL., 10-12" SP�. 18' O.C. • UP ] 11LMU5 PARVIFOLIA'AILEE' ALLEE ELM 12' HT. X' SP�., 2.5' CAL. AS SHOWN VA 230VIBURNUMAWABIJKI MIRRORLEAFVIBIIRNUM 3GA1.,24'MT.X2J"SPD. 3'O.C. 1FU 20 ZAMIA FURFURACEA CAR�BOARD PALM l GAL, 24' HT. X30' SPD. AS SHOWN � • • Physical Survey 2011: • Raw Data Analysis: Comparison from 2007 survey • To actual • °' a a o v ? -a > y cr � ° .�-� • � v�i i y � N^ � N V M �- N r-I rv �.{ �E � � � O F� CJ � U� �in c-i d � • � � O � Y� � cf' L' e�-1 3! II �O N C lV N �� i, `-� +�+ �--I � U :L 'i �'i F �II l0 w d' �� 3 N v`—° c f6 � � ra � a� • � a N a i 0 CJ c'�i � U — • 1 1 �ak 7 31 9,g7 � 2 1 Oak 9 35 11.15 � 3 1 Oak 14 0.00 • 4 1 Palm 24 �$ 24.84 • 5 1 Palm • 5 39 12.42 6 1 Oak • � 20 6.37 � 1 Palm 4 43 13.69 • $ 1 Palm • 18 57 18.15 9 1 Oak • 6 24.5 7.80 10 1 Palm 14 53 16.88 • • 11 1 Oak 15 0.00 • 12 1 Palm 12 39 12.42 • 13A 1 Palm • 2g 63 20.06 136 � 1 � P�Im �__ � 68 � 21.66 13C � 1 � Palm 0 56 17.83 14 2 Oak 12 54 17.20 15 2 Fir � 0.5 0.00 •4/19/2011 � � � N � O C Q�j ±' . i ._ � � � L � v � L a. I"� � L 14 15 1411 N Ft Harrison Tree Survey 4/19/2011 C � O O " � z O J South property line South property line GONE South property line South property line South property line South property line South property line South property line � South property line R SP5 South property line GONE South property line South property line Survey includes an alley behind fence: Palm is on Between fence and lot line on survey: In alley 2.5' from southside, between fence 127.5 and 116.5 Survey includes an alley behind fence: Palm is on Between fence and survey: In alley 7' 4"' from �ot line on . southside, between fence 127.5 and 1165 • e ween ence an In the alle �ot line on y, young palm, southside at 24" trunk, not on survey. � ' corner between 127.5 and 116.5 South property line GONE South property line i � � •Physical Survey 2011: Raw Data Analysis: Comparison from 2007 survey • To actual • �- c °- � o � �. � a, � • � L � � � � o o � f0 � i � fl. N^ v i--1 n�i � C iF � c0 O a"1 •� t�i Q� � • � O � O � � � C � � � � II G1 � w 3t '�. O'y FL N l�0 v�- � �� j� • � � _ � •. � � � L � � a N a i � V � • U - 16 2 Palm 12 • 0.00 17 2 Palm 18 • 0.00 18 2 Palm 12 • 0.00 19 2 Palm 12 • 0.00 20 2 Oak 5 • 0.00 21 3 Oak 30 87 2� �1 • 22 3 Palm 22 0.00 • 23 3 Palm 20 0.00 24 3 Oak 8 37.5 11.94 • 25 3 Oak 4 24 7.64 • 26 3 Oak 12 52.5 16.72 • 27 3 Oak 8 39 12.42 28 3 Fir 0.625 0.00 • 29 3 fir 0.625 0.00 •30 4 Oak 18 64 20.38 31 4 Oak 7 0.00 • 32 4 Oak 6 0.00 • 33 4 Palm 6 0.00 34 4 Palm 6 20 6.37 • 35 4 Palm 6 20 6.37 •36 5 Palm 8 0.00 37 5 Palm 8 0.00 • 38 5 Fir 0.5 0.00 39 S Oak 6 0.00 • 40 5 Oak 7 0.00 • 41 5 Fir 0.5 0.00 42 6 �k 10 • 0.00 43 6 Oak 10 62 19.75 • 44 6 Palm 14 52 16.56 •4/19/2011 • � � � O C y �= �� C 41 N •L Q � . L1 3 H � N � 12 1411 N Ft Harrison Tree Survey 4/19/2011 H � p� O . ,ti, z V J GONE East property line GONE East property line GONE East property line GONE East property line GONE East property line East property line 22 GONE North side rear 20 GONE North side rear North side rear North side rear North side rear 7 Middle of parking �ot GONE North side rear GONE North side rear 20 DECLINING: REMOVE Retention area GONE Retention area 6 GONE Retention area TOO SMALL TO MEASURE Retention area R PR 2 Retention area R PR 2 Retention area g ' GONE East side parking 8 GONE East side parking GONE East side parking GONE NW corner GONE NW corner GONE NW corner 42 and 43 grew together West side, Ft Harrison 42 and 43 grew together West side, Ft Harrison West side, Ft Harrison 2 • •Physical Survey 2011�: Raw Data Analysis: Comparison from 2007 survey To actual 1411 N Ft Harrison Tree Survey 4/19/2011 � � �� o', _ � ° o �' v • � L � > • � � � � � • -Y 3 � j n�i � N M v � � `^ � "' Q N ^ � .1 N " �F -C t� c0 ^ ? i. � N r-1 'y r�.{ v Q V � �..� • c o � °o F. *'' o � � L � � �� :c v � � o p(V � lV N � N �`'1 a�-I e-i `�- (, � � L O c+'a XL i O'� I-- tII l\D v�- � v'c7 7 N,� Q' Z p • � co � � p � � i v d � ...� � � N a i � V � ~ � i U - • A 1 Palm 0 34 10.83 trunk 15" tall SE corner • C 1 Paim 0 0.00 no trunk south side g 1 Palm 0 23 7.32 trunk 18" tall south side • � 1 Palm 0 SO 15.92 trunk 21" tall with 2 shoots south side • E 1 Palm trunk 21" tall with 2 � 0 24 7.64 shoots south side • F 1 Palm 0 45 14.33 south side • G 3 Oak south of 26 & 27 in grassy south of 26 & 27 in 0 107 34.08 H 4 Pi'ne 0 49 15.61 area rass area • . ' R NI Retention � 4 Pine 0 46.5 14.81 R PE 5 Retention • � 4 Oak 0 10 3.18 10' tall, new tree Retention K 1 Palm 0 35 11.15 south side • 34 4 Palm Has new, health shoots 0 not et 4' Retention • 35 4 Palm Has new, health shoots 0 • not et 4' Retention � � � � � • � • � � • • •4/19/2011 • 0 452.75 491.08 125 Totals # of Inches on 2007 Survey 453 # of inches on 2011 ' Physical survey _491 Plus # of inches requiring removal 20 Net gain from 2007 survey _18 0 3 MMan SECTION 9- TOWNSHIP 29 S. - RANGE 15 E. � � � . '�� v. T. s. 1!'1 !1 A T 1/'1 A 1 11 A A 1'l PROJECT LOCATION � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �. • � � • � • • 0 � � ear�vater U Planning & Development Department 100 South Myrtle Avenue Clearwater, Fforida 33756 Telephone: 727-562-4567 Fax: 727-562-4865 ❑ SUSMiT ORIGINAL SIGNED AND NOTARIZED APPLICATION O SiJBMIT 14 COPIES OF THE ORIGINAL APPLlCATION - Plans and application are required to be collated, stapled and folded into sets CASE NUMBER: RECEIVED BY (Staff Initiais): DATE RECEIVED: • * NOTE: A TOTAL OF 15 SETS OF THIS APPLICATION AND ALL SUPPORTING DOCUMENTA710N IS REQUIRED TO BE SUBMITTED IN CONJUNCTION WITH A COMPLETE LEVEL ONE OR LEVEL TWO kPPLiCATiON. � COMPREHENSIVE LANDSCAPE PROGRAM (Revised 11/29/2010) • • �PLEASE TYPE OR PRINT� • APPLICANT, PROPERTY OWNER AND AGENT INFORMATION: (Code Section 4-202.A) aPP��caNT r,anne: The Community Learning Center, Inc. � • MAILiNG ADDRESS: � G� � N. Ft Ha('f7SOtl, Clearwater FL 33755 � _ •PHONE NUMBER: 72%-44 �-4444 . _ CELL NUMBER: 727-793-8046 E-MAILADDRESS: CT1SCIa(lailc'31'1SOf1�Q 9111a1I.001'Yl ._ • _ PROPER-nr oovN�R�s�: The Community Learning Center List ALL owners on the deed _ __ • _ _ _ _ _. _ • AGENT NAME: Dalla HaIISOCt _ . . nnAiuN� aooRESS: 1611 N Ft Harrison, Clearwater FL 33755 • PHONE NUMBER: %Z%-793-SO46 FAX NUMBER: %2%-�'( -27Z � _ . _ __ _ _ 727-793-8046 E-""Ai� . . • cE�� NunnBER: AooRESS: msdanahanson@gmail.com • The landscaping requirements of Article 3, Division 12, may be modified or waived as part of a Level One (Flexible Standard) or Level 7wo (Flexibl� Development) application, as the case may be, if the application for development approval includes a Comprehensive Landscape •Program, which satisfies the following criYeria. 7he use of landscape plans, sections/elevations, renderings and perspectives may be necessary to supplement the information provided on this worksheet. Landscaping associ�ted with the Comprehensive Landscape Program shall exceed minimum Code requirements to offset the areas where m+nimum Code will not be met. • 1. ARCHITECTURAL THEME: • a. The landscaping in a Comprehensive Landscape Program shall be designed as a part of the architectural theme of the principal buildings proposed or dsveloped on the parcel proposed for the development. • __ _ _ _ __ _ _ _ . __ • __ _ .. __ _ _ __ ___ _ _ _.._. __ _ _ _- _ _ _. • ._ _ __ __ .. ___._.. _ _- _ _ _ . - - -__ _ __ __._ _. _ R r � � � LJ i 1 LJ b. The design, character, location and/or materials of the landscape treatrnent proposed in the Comprehensive Landscape Program shall be demonstrably more attractive than landscaping otherwise permitted on the parcel proposed for development under the minimum landscape standards. We will be addir�g additionaf trees and green space Locai arborists wiil be working with us -- - - __ _----- . �. __ _ _.__ _--_ _ ____-- -. _ _ _ o grow gar ens and Florida friendly landscaping. _ Page 1 of 2 � n 'r0 D � � • • � � � • � � • • � � � � • • � � � � • • � • • � � • • • 2. LIGFITING: Any lighting proposed as a part of a comprehensive landscape program is automatically controlled so that the lighting is turned off when the business is closed. Only the motion-activatec! parking_lot li�hts will activate after closing. _ _ _ _. _ _ __ _ 3. COMMUNITY CHARACTER: The landscape treatment proposed in the Comprehensive Landscape Program wifl enhance the community character of the City of Clearwater. One of our goals and purposes �s to hel� the local community. We are_planning to use some of _ _. _ ._ _____-__.. our green space to teach s�stainable gardening. The property will enhance the aesthetics __ _ _____ _ _._ _____ . _ ---- __ _. _____. of the area, as weil as the character of the community. 4. PROPERTY VALUES: The landscape treatment proposed in the Comprehensive Landscape Program will have a beneficial impact on the value of the property in the immediate vicinity of the parcel proposed for developmenY. The building has a unique historic past It dates back_to 1924 and was the ori�inal,s�eakeasy in_ - . - Clearwater, frequented by suchpersonahties as Babe Ruth. We are restonn� the_buildin�while__ --_ _ — ----- ----- ____._ -- maintaining its classic Florida look. The landscapmg_ has_been designed to conform to the _ _ __- ----- _ _ __ __ --__ _- ---- -- ------ character of the buildinq It will enhance the neighbofiood in that many of the surroundinq properties are in disrepair. It is hoped that b�brinqinq this buildina back to life others wiN beqin to restore surro�nding properties. � 5. SPECIAL AREA OR SCENIC CORRIDOR PU1N: 0 The landscape treatment proposed in the Comprehensive Landscape Program is consistent with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the area in which the parcel proposed for development is located. It is consistent with the Clearwater plan for the area. SIGNf�TURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate fo the besf of my knowtedge and authorize City representatives to visit and photograph the property described in this application. �; y'y� �' C-�, v��- Si ature of property qwner or representative STATE OF FLORIDA, COUNTY OF PINELLAS ,� � Swo o and subscribed before me is �v` day of , A.D. 20 to me and/or by L ,Y,who.,,is e Fo a y�qvqn has produced `�� L/ as identifioation. .: �/�� _ __. Notary public, �; ° My commission expires: �✓/�',�/ �G'�� E �• Mv�? ��'aoTaqy'y� ��,, co�m. �u►�s Mar. 23, 2015 No. EE 77043 �a,qA�B=�G P �rF OF F1.�4��`� C:lDocuments and SettingslgalelDesktoplCLC1CLC Comprehensive Landscape.doc Page 2 of 2 : ,�.�. N�,`:� ' `,;�,,. � :�t` ,�; f.�r r a•, c�.� 1 ,•:t��'� r"� ;� �, � (f^� . y'� � - _ � „�� r �-,`� � ..k6��*.y,� �� ; � ^ � `:i� '. ,"� � �l}1 � =�RH+ � iY� �� 4` � b�.:-. �� q �•� ; `Y� .l � ; �ap �� 4 � 7 � tp. LY i'+`�� _ "` � - ` ' i ' t' - +�.`"`.,,,w -i s.� 1 M A. �� 1+ �. _ :� ' _ . . _ '� -. � . -_ 3 d .,' � . . � '.. .'. t F � .,� �.;� �..,�-.,.�.� � - � . .-. . " ' �� ' ;,�..,. , ,- --�-- r ._._. °'°� � �F" s : ��..,�—� �. _ i :_��" .� ,'� d' , ��.� « \} � �� . .t � � Ym��! � t �F{� �� -� � � : "i .� $i� � !.. _.. �... � - . .'re� �'�.�'; 'ti � � _ _ . . . r:eA'�'`�...�...� �. � . . � ��5' x'�� i ) :, y� r _. � - ��'�� ,�.. � -,�rs�,. T :eri a� � �,{ c?�;,��'�"i`�. �� H��'� • . . `�' � � �� ,� ��';-F .� -'Y -t?"'3�'t� �-y-^y . 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"'„- "►.... �..r .:.7 - t ., ' . _ ` � r � 6 � _ . ,n. � t . �. y ,./ .."--a-+ M ., w . �yR. � � pm. �` ,,, x 4,�1 _._ . , '8 ' :. .. _: ` � �� y � � �� a ' 'ei�*a�:,'...(a:!. .-�-r-, - v'`' .-i�"f F _ �Z.as'�a� ,.� :. y . . r. a, "' _ . ' ,} ` - ,: a - ��. ,i . .,.� . ..._. . ... .€��<:� ��.�f;c.y, ��.. �y. � . �-�. . --.r^� �-st�=,.-..-- _ �� • Existing Bui{ding materials remain unchanged. �est EI evati o n � d ed Existing Building materials remain unchanged. �uth Elevation • Trlm SW 7676 Paper Lantem • New color palette for CLC elevations, based on Sherwin Williams cotors • • • ommunity Learning Center � Bullding Base SW 7680 j ' Lanyard ;� ..r; .' t � .' : Bullding FINd SW 7687 August Moon d tone o top of 14' ;�"ie ��1\� 1�� .,i', r'1".+� ��.��- .�...�.� 3 `� . :?;'��' S .�.. r� rp, :?wT � .Ti% i1,� � � i1i Y1r'� �f �n:. �--. !!4 �: �"t..�r «'c.,�&.��'` _ � w U OJ E 0 z � 1 1 _ __ _ _ ' _ _ _ _ _ _ . . _ __ __ _ __ _ . _ _ _ _ _ "INVESTIGATE BEFORE YOU EXCAVATE" � . CALL SUNSHINE � 1-800-432-4770 FL. STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. VICINITY MAP � � x 0 � N. T. S. ., � .:�+'� �.f SECTION 9- TOWNSH I P 29 �. - RANGE 15 E. � , '! � I� I I � �� ,� �. �. �. � � ��nr�r�w� �enr� CONSTRUCTION LOCATION 1411 N RTH F RT HARRISON O O C L EARVVATE R F LO RI DA 33756 � PARC E L I. D.#: 092915511920�00�30 PARC E L I. D.#: 092915555300�0080 PROJECT LOCATION Ri chter En ine erin Inc . � g� CIVIL ENGINEERING 2007 West Reynolds Street Plant City, FL 33563 (813 754-8148 Certificate of Authorization 09356 Agency App. J Permit No. Date Issued ! Date Expires CITY OF CLEARWATER INDEX COVER SHEET GENERAL NOTES DEMOLITION PLAN SITE PLAN, GRADING & UTILITY PLAN NOTE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, ROADWAY PLANS PREPARATION MANUAL, AND CITY OF CLEARWATER CONSTRUCTION STANDARDS. LEGAL DESCRIPTION • EXHIBIT A 1 2 3 4 � THAT PART OF LOT 3, ACCORDING TO THE PLAT OF LESLEY'S SUBDIVISION, RECORDED IN DEED �ECORD "K", ON PAGE 471, PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH CITY OF CLEARWATER WAS FORMERLY A PART, PARTICULARLY DESCRIBED AS FOLLOV�US: BEGINNING AT A POINT IN THE EAST BOUNDARY OF SAID LOT 3, WHICH IS 66 FEET NORTH ALONG SAID BOUNDARY FROM THE SE CORNER OF SAID LOT; AND RUNNING THENCE NORTH 81 °30' WEST, 380.5 FEET, MORE OR LESS TO THE EASTERLY B�UNDARY OF FT. HARRISON AVENUE; THENCE N.14° (OR APPROXIMATELY SO) EAST ALONG FT. HARRISON AVENUE TO INTERSECTION WITH_. THE NORTHERLY BOUNDARY OF SAIb LOT 3; THENCE SOUTHEASTERLY ALONG SAID NORTHERLY BOUNDARY. AS THE NORTHEAST CORNER OF SAI'D LOT 3 AND THENCE S. ALONG THE EAST BOUNDARY OF SAID LOT 132 FEET TO THE P.O.B. EXCEPTING HOWEVER FROM THE ABOVE DESCRIBED PLAT OF LAND, THE PART LYING EASTERLY OF THE WESTERLY LINE OF THE PUBLIC THROUGHFARE KNOWN AS GARDEf� AVENUE; ALSO LESS AND EXCEPT THE FOLLOWING DESCRIBED PORTION OF LOT 3; COMMENCE AT THE INTERSECTION OF THE NORTH BOUNDARY OF LOT 3 OF LESLEY'S SUBDIVISION AS RECORDED ON FEBRUARY 4, 1884, IN DEED BOOK K, PAGE 471, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH CITY OF CLEARWATER WAS F�RMERLY A PART, WITH THE WEST RIGHT—OF—WAY LINE OF GARDEN AVENUE AS IT IS PRE'SENTLY OCCUPIED; THENCE N.81 °14'34"W., (BASIS OF BEARINGS IS ASSUMED) ALONG THE NORTH BOUNDARY OF SAID LOT 3, A DISTANCE OF 72.69 FEET; THENCE 5.06°04'06"W., ALONG THE SOUTHERLY EXTENSION OF THE CENTERLINE OF A VACATED 10—FOOT ALLEY LYING WEST OF LOTS 5, 6 AND 7 AND EAST OF LOTS 8, 9 AND 10, E.A.MARSHALL'S SUBDIVISION, AS RECORDED IN PLAT BOOK 7, PAGE 17, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, �F WHICH CITY OF CLEARWATER WAS FORMERLY A PART, 15.02 FEET; THENCE S.13°14'34"E., 15.00 FEET SOUTHERLY OF AND PARALLEL TO THE NORTH BOUNDARY OF SAID LOT 3, A DISTANCE OF 70.62 FEET; THENCE N.13°57'36"E., ALONG THE WEST RIGHT—OF—WAY LINE OF GARDEN AVENUE, 15.06 FEET �T0 THE POINT OF B�GINNING; CONTAINING 0.0247 ACRES, MORE OR LESS. TOGETHER WITH: EXHIBIT B LOTS EIGHT (8) AND NINE (9), OF E.A.MARSHALL'S SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7, PAGE 17, PUBLIC RECORDS OF HILLSBOROUGH COUNT'Y, FLORIDA, OF WH1CH CITY OF CLEARWATER WAS FORMERLY A PART, TOGETHER WITH TIHE WESTERLY 5 FEET OF A CLOSED ALLEY LYING PARALLEL AND ADJACENT TO THE EASTEf�LY BOUNDARY LINES OF SAID LOTS 8 AND 9 OF E.A.MARSHALL SUBDIVISION. .r .............. sae`��—��R� � a ^.n � �� F +s a �° � ��€, ', s�; � e • � o v�. =� � ' t� ` � � �, o � �� a � :� m Z �- �? G� Q e',.� � � o � a � �� 3 �� " ° � • � � o� e .-° c� F-- �P � o ��[ e � � � `y�`o.� e �g dY_s• �` 02 �� a � � N � 0 � � � � � � � L � � � � � y � � � � � � 0 U 'c� � a� � 0 � � � � 0 L' � � � � � � � U O 0 w U � �r �? � w � U E � z o� Z C � a o � � GENERAL UTILITY NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE CITY OF CLEARWATER UTILITIES DEPARTMENT ORdINANCES AND REGULATIONS. 2. WATER MAIN SHALL BE LAID 3.0 FEET OR MORE BELOW PROPOSED GRADE. 3. CONFLICTS BEfWEEN WATER AND STORM, SANITARY SEWER AND UNDERDRAIN SYSTEMS ARE TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY UPON APPROVAL BY OWNER'S ENGINEER AND CITY OF CLEARWATER WATER DEPARTMENT. 4. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION(S). 5. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE PERMITS ON-SITE AND SHALL BE RESPONSIBLE TO ADHERE TO ALL PERMIT CONDITIONS DURING CONSTRUCTION. 6. ALL WORK WITHIN RIGHTS-OF-WAY AND EASEMENT WILL REQUIRE A SEPARATE PERMIT AND MAY REQUIRE AN ALTERATION TO THE GONSTRUCTION OF MATERIALS SHOWN ON THESE PLANS. RIGHT-OF-WAY PERMIT APPLICATIONS SHOULD BE SUBMITTED NO LATER THAN THIRTY (30) DAYS BEFORE THAT RIGHT-OF-WAY OR EASEMENT WORK IS TO COMMENCE. 7. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS OF VAWE BOX COVERS, MANHOLE RIMS AND COVER, GRATES, ETC., NECESSARY TO MATCH FINAL GRADES. 8. ALL PIPE LENGTHS ARE PLUS OR MINUS AND ARE MEASURED FROM CENTER OF FITTINGS. 9. ALL SANITARY SEWER LINES SHALL BE SDR-35 P.V.C. UNLESS OTHERWISE NOTED ON PLANS. 10. ALL P.V.C. SANITARY SEWER PIPE SHALL BE MARKED THE ENTIRE LENGTH WITH THREE COLOR CODED (GREEN FOR GRAVITY SEWER) STRIPES. THESE STRIPES SHALL BE APPLIED IN THE SAME MANNER AS THE REQUIRED ASTM CODING, USING PERMANENT INK AND BE AT LEAST 1/2 " HIGH WITH THE WORd "SEWER" IN 3/4 " HIGH LEfTERS APPEARING ONE OR MORE TIMES EVERY TWENTY-ONE INCHES (21 "). P.V.C. SANITARY GRAVITY SEWER PIPE SHALL CONFORM TO ASTM D-3034 SDR 35. JOINTS SHALL BE BELL AND SOCKET WITH A SOLID RUBBER RING. 11. ALL UNDERGROUND UTILITIES WfTHIN PAVEMENT MUST BE INSTALLED BEFORE ROADWAY BASE AND SUBSURFACE COURSES ARE CONSTRUCTED. 12. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%). 13. ALL WATER MAINS SHALL BE DUCTILE IRON UNLESS OTHERWISE SPECIFIED. WATER MAINS SHALL CONFORM TO AWWA C 151 /A21.51. PIPE SHALL BE FURNISHED IN 18 OR 20- FOOT LAYING LENGTHS. PIPE SHALL BE LINED WITH A STANDARD THICKNESS CEMENT MORTAR LINING AND SEAL COATED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA C 104/A21.4. PIPE THICKNESS CLASS SHALL BE CLASS 50 UNLESS OTHERWISE SPECIFIED. ALL JOINTS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ANSI/AWWA C 11 1 /A21.11. 14. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL GRAVITY SEWERS AND A PRESSURE TEST ON ALL FORCE MAINS (AS APPLICABLE) IN ACCORDANCE TO CITY OF CLEARWATER REGULATIONS. THE SCHEDULING, COORDINATION. ANd NOTIFICATION TO ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 15. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY SEWERS, FORCE MAINS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS IF IT IS NOT AVAIL4BLE IN THE SIZE PROPOSED. SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 F ET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE LEAK FREE, AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER THE WATER MAIN, THE CRITERIA FOR MINIMUM SEPARATION OF 18 INCHES BETWEEN LINES AND 10 FEET BETWEEN JOINTS SHALL BE REQUIRED. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). 16. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BEIWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 1$ INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP {IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 17. ALL WATER MAIN JOINTS SHALL BE RESTRAINED JOINTS WHERE APPLICABLE AND SHALL CONFORM TO CITY OF CLEARWATER SPECIFICATIONS AND DETAILS. 18. SIGN AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION'S ��MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES'� AND THE FLORIDA DEPARTMENT OF TRANSPORTATION�S °ROADWAY AND TRAFFIC DESIGN STANDARDS" INDEXES 600 THROUGH 665 (LATEST EDITION) 19. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 20. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST JOINT. 21. PLACE EXPANSION JOINT WHERE 4" AND 6" CONCRETE ABUT. 22. PLACE EXPANSION JOINT BETWEEN BACK-OF-CURB AND CONCRETE DRIVEWAY. 23. COMPACTION OF PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%) 24. DISTURBED AREA WITHIN RIGHT OF WAY WILL BE COMPACTED TO 100� OF MAXIMUM DENSITY AND SODDED. 25. DO NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS �ISTURBED, CONTACT THE AREA INSPECTOR WITH CITY OF CLEARWATER HIGHWAY DEPARTMENT AT 464-8900 FOR AS5ISTANCE. 26. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROIwI JOB SITE DAILY. ROADS AND SIDEWALKS TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 27. NO STREET SHALL BE CLOSED WITHOUT WRITTEN PERMISSION OF CITY OF CLEARWATER TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED. 28. THE CONTRACTOR SHALL VERIF�f THAT THE EXISTING SANITARY PIPING IS CONNECTED TO CITY OF DUNEDIN'S SEWER MAIN BEFORE STARTING CONSTRUCTION. SITE NOTES 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN CITY OF CLEARWATER IAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES. 2. ALL RIGHT-OF-WAY INSTALIATIONS MUST COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE. 3. IN AREAS WHERE FILL MATERIAL IS REQUIRED, THE EXISTING VEGETATION AND ROOTS SHALL BE REMOVED PRIOR TO PLACING ANY FILL MATERIAL. THE FILL SHALL BE PLACED IN LIFTS NO GREATER THAN 12 INCHES AS MEASURED LOOSE, AND COMPACTED TO A UNIFORM DENSITY ASTM D698. THE MATERIAL SHALL BE COMPACTED AT A MOISTURE CONTENT PERMITTING THE SPECIFIED COMPACTION. THE FILL SHALL BE TESTED BY AN INDEPENDENT TESTING LABORATORY AND THE RESULTS SUPPLIED TO THE ENGINEER. 4. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY ON ANY CONFLICTS ARISING DURING CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THESE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONSULT WITH THE ENGINEER FOR MAKING ANY AND ALL REQUIREd INTERPRETATIONS OF THE PLANS. HOW�/ER, THIS IN NO WAY RELIEVES THE CONTRACTOR OF HIS RESPONSIBILITY FOR CONSTRUCTING THE PROJECT TO ACCOMPLISH THE INTENT OF THE PLANS. 5. REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING BEFORE COMMENCING CONSTRUCTION UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. 6. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL FIELD VERIF�' THE LOCATIONS, ELEVATIONS AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. 7. CONTRACTOR SHALL SPRINKLE OR �THERWISE APPLY WATER TO AFFECTED CONSTRUCTION AREA TO CONTROL BOTH SIGNIFICANT WIND EROSION OR FUGITIVE DUST. 8. CONCRETE SHALL HAVE A COMPRES5IVE STRENGTH OF 4000 PSI AT 28 DAYS. PORTLAND CEMENT SHALL CONFORM TO ASTM C150. AGGREGATE SHALL CONFORM TO ASTM C33. WIRE FABRIC SHALL CONFORM TO ASTM A185. READY MIXED CONCRETE SHALL CONFORM TO ASTM C-04. SIX-INCH (6") MESH, 10-GAUGE WIRE FABRIC SHALL BE USED IN SLABS SIX-INCH (6") THICK. SUBSURFACE SHALL BE FREE FROM TROWEL OR MACHINE MARKS. SURFACE VARIATIONS SHALL NOT EXCEED 1/4 INCH UNDER TEN-FOOT (10') STRAIGHT EDGE. 9. SAW CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB. 10. PLACE EXPANSION JOINTS WHERE SIDEWALKS ABUT CONCREfE CURB. GRADING AND DRAINAGE NOTES 1. PAVING, GRADING AND DRAINAGE SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER LAND DEVELOPMENT CODE. 2. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM. 3. STORM DRAINAGE PIPING SHALL BE REINFORCED CONCRETE PIPE CLASS III UNLESS OTHERWISE NOTED AND SHALL HAVE A MINIMUM COVER OF 1.0 FOOT. 4. ANY RELOCATION OR MODIFICATION OF PROPOSED STORM SEWER SYSTEM SHALL NOT BE MADE WITHOUT THE APPROVAL OF THE ENGINEER OF RECORD. 5. DRAINAGE SHALL BE MAINTAINED DURING CONSTRUCTION. 6. DRAINAGE STRUCTURES, MANHOLES, INLETS AND JUNCTION BOXES SHALL CONFORM WITH CITY OF CLEARWATER DESIGN STANDARDS AND SPECIFICATIONS. 7. CONSTRUCTION WITHIN EXISTING RIGHTS-OF-WAY SHALL NOT BE PERFORMED PRIOR TO RECEIPT OF REQUIRED PERMITS AND AUTHORIZATIONS. 8. ALL UNPAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED AND MULCHED UNLESS OTHERWISE SHOWN ON PLANS OR DEfAILS. 9. ALL BACKFILL OVER STORM SEWER PIPE THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT, ETC., OF THE ROADWAY IS TO BE COMPACTED TO 100% OF MAXIMUM DENSITY AS DEfERMINED BY AASHTO T-99 PER FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, SECTION 125.8.3, 1991 EDITION (OR LATEST EDITION). 10. ALL CONSTRUCTION LAYOUT AND STAKING IS TO BE PERFORMED UNDER THE DIRECTION OF A FLORIDA REGISTERED LAND SURVEYOR. 11. ALL PIPE WORK WITHIN RIGHT-OF-WAY SHALL BE WRAPPED WITH A FILTER FABRIC JACKET PER CITY OF DUNEDIN DETAIL S40-66 (SEE SHEET 6 FOR DETAIL) ll ENVIRONMENTAL NOTES 1. EROSION/SEDIMENTATION CONTROL: THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN), IF REQUIRED TO PR�/ENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, THE CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON THE GROUND, P�S REQUIRED, IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE, EITHER BY NATURAL DRAINAGE OR BY VEHICLE TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR LOCAL AUTHORITIES. 2. SILTATION ACCUMULATIONS GREATER THAN THE !LESSER OF 12 INCHES OR ONE-HALF OF THE DEPTH OF THE SILTATION CONTROL BARRIER SHALL BE IMMEDIATLY REMOVED AND PLACED IN UPLAND AREAS. 3. CONTRACTOR SHALL SPRINKLE OR OTHERWISE A�PPLY WATER TO AFFECTED CONSTRUCTION AREA TO CONTROL BOTH SIGNIFICANT WIND EROSION OR FUGITIVE DUST. 4. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGEfATION BY GRUBBING OR TO PLACE SOIL DEPOSITS. DEBRIS SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPEMENT �OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY THE CIIY OF CLEARWATER. 5. REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN TREE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATION. 6. ALL TREE ROOTS EXISTING WITHIN APPROVED. ItWIPROVEMENT AREAS AND ORIGINATING FROM A PROTECTIVE TREE SHALL BE SERVERED CLEA�N AT THE LIMITS OF THE PRESERVED AREA. 7. ALL TRIMMING UNDERTAKEN ON A TREE PROTEC''TED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE PRUNED IN ACCORDANCE WITH THE NATIONAL ARBORIST ASSOCIATION (NAA) PRUNING STANDARDS. 8. THE CONTRACTOR IS REQUIRED TO PREVENT DAIMAGE TO TREES WHICH ARE TO REMAIN. THE CONTRACTOR SHALL BE LIABLE FOR FINES DUE TO ALL DAMAGE OF TREES THAT ARE DESIGNATED TO BE SAVED DUIRING CONSTRUCTION. SPECIAL CARE IS REQUIRED TO PREVENT DAMAGE TO TREES VNHICH ARE TO REMAIN. 9. DURING GRADING OPERATION, NO FILLING 15 TO BE PLACED WITHIN 3/4 OF THE DRIPLINE OF ANY TREE INDICATED TO BE SAVED IN THE FUTURE, IF FILLING IN EXCESS OF 6" IS REQUIRED WITHIN THE DRIPLINE OF SAVED TREES, THEN WVORK MUST BE DONE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS OF THE CIIY OF CLEARWATER. 10. ALL TREES TO REMAIN, WHERE INDICATED ON THE SITE PLAN, MUST BE PROTECTED BY TREE PROTECTION BARRICADES MEEfING THE MINIMUN� STANDARD AS INDICATED IN TREE BARRICADE DETAIL DRAWING 11. ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY AIRE TO BE RESODDED NOT FOR CONSTRUCTION L.L1 W z � W �U � � Z WZ UQ J w ¢ z � U W 0 � a l � a� U � � � � � M sr -� fn M o � � � � o tU � O � � C C � �L N .` .� �� I1J � � �' ¢ W„i.., � o L � ,.�., � � -� a� v " � v � � � � � U � O � N U J � J � � U L � � � � U c� � � � J C � � LJ" � �j U � � � � O � <C � � p .� m Z � � � J � � Q _ � �-- W � � 0 � L.L � _ � � w Ov z � z o � a � U r o � ~ z W I- o w � _ a � W � � Z Q � z W � ► .. z O a � U � w ❑ w � Q 0 � z �W>-(n-OZ(� ,0�t•�illBfd6se �� g g, �e �¢ iP�.�� ,� e�Q.ee..•e ,� o ; .��' � ` ;��g� @ �`„� ° �' `� � `� � � � �v : c.� � �Qi..,„ � � ,- � � � � _�. �" � cc a �........__� �° Cr �� 4 �. � ; � � @ . c -- � .. � `.¢ � ` '�� '' V "'�° e E .s ' � -. 6 � P f �` ,.-.�. �� ,.�� a � y,. �'',_A '�c f �` �'0"✓ e E,,,6 � W Z F t�, , - Q_`^�,.. � a o c �: , � �.., � . � a�: �f,< ' ° 2 � �,x°` ,�� `m `� �ir L N �G'� '' � 0 6 f .. ,aN` qR U 07 ° �� ; F-: ��, `,..- ` �k�� w,,:. ,; : �. ��w. � � �� o �� PROJECT #: ORGINAL DATE: CHECKED BY: DRAWN BY: SHEET NO. C2 110308 3l09/11 MVR CJM oF C4 � 0 m � � � � a a � � a� c C� a� C � G J � 3 G � / 0 � v C 0 J � v U G � � C � E c u J � N �� E � 0 i � � U U � � / �i � w a; � � � �G G �T z C N O � � G � � � til � Q Z � � o � � �, r � �' � �� I � �- � �O � � I EXIS' i ; , TR�E��ROTEC110N L��oa1' BACK I � SEE DETAIL � �G19 �E5B5=' % FOF TREE TO BE REMOVED— REFl DRC COMMENTS BY RICK �,,',�v,�TEF� ui��E r c�_�,ewP,TEe AT ��.�G � FIE�� vER�F EXI: ' ; MARSHA�L SrQ��. a r,nn � HAR�UVOO�s DPIP LINE � SPECIFICATIONS - VJOOD BP.RRIER 1. MINIMUM RADIUS TO BE °ROTECTEC: A. HP.RDWOODS - 2/,: DR�PLINE B. CONIFERS & SABPL PALMS - EIdTIRE DRIPLINE. UPRIGHTS - IVO LESS THAI� 2" X 2° LUMBER. HOP,17_ONTALS - I�0 LE55 THP.IV 1" X 4° WMBER. BP,P.P,IERS SHALL 6E ERECTED ARnUND ALL ]TECTED TREES P,ND PALMS, AIVD INSPECTED BY Y REPRESENTATIVE BEFGP.E CONSTRUCTIOIV BEGIIVS. UPRIGHT POSTS ARE TO EE AT LEAST 4 FEET IIV LEfJG� H A MINIMUM OF 1 FOOT ANrhORED IN GROUND AND 7 ABOVE GF.OUND. BARRItRS TO FEMHIN !I•J PLACE UNTIL P.LL PAVING, JS?RUC7101J P,ND HEP.V'r EOUIPId�EIJT IS OUT OF AREP.. 27HEP. IIVFORMATION MAY' BE OBTAWED FROM 7HE LAND �OUP.CE SPECIALIST A� 552-L741. z � i� z � UPRIGHT TREE BA.PRICADES N T s. DRIP LII�E EIVTIRE DRIP LIIVE �I UPP.IGHT z � ;.� HOP.IZONTAL z � TREE LEGEND Q EXISTING OAK TO REMAIN 1 EXISTING PINE TO REMAIN � EXISTING PALM TO REMAIN � EXISTING TREE TO BE REMOVED (TYP.) REMOVAL OF EXISTING TREES IS LIMITED TO (1) DEAD LIVE OAK TREE AT NORTH VEHICULAR ENTRANCE, (2} SABAL PALM TREES WITH LESS THAN 10' C.T., (1) QUEEN PALM, (3) DECLINING OAKS NOTED ON CITY COMMENTS, AND SEVEfRAL PROHIBITED TREES. NO REPL/4CEMENT TREES REQUIRED ON SITE. OWNER SHALL PRUNE AND REMOVE DEAD LIMBS FROM EXISTING TREES. NO E�CISTING TREES WILL BE IMPACTED BY THIE ADDITION OF PROPOSED UTILITIES. NO ROOT PRUNING/AERATION WILL �E REQUIRED. GRAPHIC SCALE 20 0 10 20 40 (�'�) 1 inch = 20 ft SPP.CIIIVG OF FCISTS TO B� 6-10 FEE7 AFAPT iy��a�=__ � FILTER FABP.IC IJ�ATCRIAL SECUPoELY FAS7ENED TO TFNE POSTS OR IF USIED THE N+IRE IJ�ESH � WOOD OR STEEL PC I \ 10 INCNES (MIIJ) FILTER FABRIC IV�F,TERIAL � � FOR ADDI7101VAL STRENG7H FILTEP. FHBRIC VJ�ATERIAL CAIJ BE AT-fACHED 10 A 6-IIJCH QvIAX) I�ESH VJIP.E SCREEN VVHICH HAS BACKFILLED iTtEIJCH BEEN FASiENED TO THE POSTS APPROXIMATELY 8 INCHES 0� FILTER FP.BRIC MATEP.IHL MUST EXTEN6 IIVTO A 7REIJCN AIVD BE ANCHQRED vdITH COMPACTED BHCKFILL MN7ERIAL P.UNOFF nPPPOxit,4nTE 4-IIJCH BY 4-INCH TRGNCH pATE � pESCRIPTI0IJ ATTACRI�'�G TWO 51LT FENCES � PLACE "THE END POST OF THE SECOND FENCE II�SIDE THE END POST OF THE FIRST FENCE ROTATE BOIH . POSTS AT LEAST 180 DEGREES IIV A CLOCI<WISE � DIP.ECTION TO CP.EATE A IIGHT . SEAL V�4TH THE FABRIC MA?ERIAL DIRECTION OF P.UNOFF �NATEP.S . ; + y �DRIVE BOTH � � POSTS ABOUT 1D � IIVCHES IN70 THE GROUI�D AN� BURY FLAP CITY OF CLEARWATER, FLORIDA PUBLIC WOV2K5 ADMINIS7RATfON EBJGINEERING r IIVSIALLING A FILTER- 1oF3 NOT FOR NSTRUCTION a� U -� �,n � � rn � CZ1 VJ �. J L[) C c� M � � ' i � (� o � � O � � C � � 's= .N • � �+ O `o C .� � LL Q W W ♦., j, o i � � a� � � •� � V � � � � V � � � o � 0 0- N U J � J � � � O � � � � U M � � � J C � � �' � � � L f� O � V � � � O � '� � � O m Z O � z w �� J W z = � � Q U � W Z � �� O �z °� J wz =Q o J � E— W � � W Uw O j � J z . r z �, 0 i�i Q � Q U �' u.l Z � � Q U U Z w w i— O O w � � _ d a � } m z O � � � U � w � 11J Q � 0 Z 1� U..� / � vJ � O Z vJ ��6��m�er��c 0� ��^ j' `�_. �°.{A �� s �```� `�" �sc+ � d `�.t� A � °0s�y oa '�'�e a ,,9m d O�Di «g, �,° �°QQ� ��i �` � � 6„� i �o a� �<3 u.� ;,� u� � �, •re.. L"`' • y, � � c �� Q ��?. �,. `�..�s� $ N a r`--, � m � �� ::.. "� b� `� Z C °MJ- � /_ GT � �+.} fi . �v W C 6 i � ffi !,�,� � . � y � � m �-��•m• ` �' r,"w �P'� y � � � a s � �+ U m " �� u a � o e s � g _ .. •' �-" �� >3� � � �F ',� �. � z��`" Y l0 . ��'°'� � �k�" � �'�ii��u$4��k� rG LL PROJECT #: 110308 ORGINAL DATE: 3/09/11 CHECKED BY: MVR DRAWN BY: CJM SHEET NO. C3 of C4 14'-8" Tie loeai� with � � �-#5 rebar �' LEGEND • i • • ; • \ �oi�tlnuous - ' \ 1�� s��ing gate � -� � 6" dla� Stee� clearance r�ln� �typ � TYP TYPICAL � ` '� �ollards • � - - i cor�c� �I.�ed �typ� . ( � H�C HANDICAP 10,_8 , � j 1-#5 at 4' � � �� G' i �d�op cen �er R RADIUS � � U � � p cu • pin I � IVIqRs �8„ `D � 1�, � - _ �t�;P � R/W RIGHT-OF-WAY , ,, . Hq� MaY clearance nln Grade �rade � / ; ' � SrREEr � �. � � ,/ I �40'RIGH7-pF_WAY� Go • • � • L, HANDICAP PARKING \ ` �,I . � �� , �� sw�ing gate � 8" � � j 3000 s,l. �on�re=e slal� PROPOSED CURB � +' �� % 4 �i ' «yp�� with plker mesh relnr orcin j I � �� _� Min. I � i � 8°x 16° con�rete g �EXISTING CURB TO REMAIN �� 5' SO ��tii,�g - rionolithic, r�ln 6" / � � � {P) UTH ��H�_ w;' 2- �5 i�ek�ar Cty ) thi�ki-�ess, 6"x6"/ 10x10 � � � � � /� a ��-wq � P �� W F PROPERTY LINE � c� `-- Y �1NF � � � . % �o _, P�A�� / �� l� � � dr°p p''n E�EVaT101�1 PROPOSED CONCRETE (2) 0'x20' 61GHT VISBILITY � � - N��S� hole �ty��? �� N.T_S. I TRIANGLE (TYP.) I��, P 14�� P. -_ GRAPHIC SCALE �-� � ;/ / DUMPSTER ENCLOSURE ! ;,�, PER CITY OF CLEARW�ATER IND��7�i1 �� 2o a �0 20 40 �� 1 EXISTING TREE TO REMAIN ;' � � , oi,iE J �`�� (2) CURB �AMP DETECTABLE MATTS �� a� � ST��'RY � D U I��I P S TE R E I�I C O S U P E C� t TA I� ( IN F'EET ) � � PER FDOT IN EX,�304 / � � � � �RC , WHEEL STOP (TYP.) � �' / % � � , i�� FIR '; ; 2„ � ' I� UNMA2KEG � � � Q ALLEY N S / TRENCH DRAIN �TYPE II / /� °� .�r, 296, �J'� 1 � � (C�n�ED) ��T 5 / 1 inch = 20 ft. I PER FDOT IN�EX#206 / a� ��,�� W GENERAL NOTES: l� ;�;f:�. � / 7W'0 57 � � � I � i - ff..,,: O Y � �:<%•�,�� S T � ° � <,:;�af��•.. R / r% �� 'o:d:;�l��,, _ w :�'.�h„�� .�'�� .r � (1) R1-1 ST SIGN � f{•»�%'�.��, �� '` 9''�� 52' F ►�i UFE � �� J HA��o�cAPPEO s��N 1. OWNER/ DEVELOPER : Community Learning Center (1) 24° ST;bP BAR Q°��°�� ;��;,t�� . 9, C I � E "� () +I + sEE iNOEx No. ii� / � � ;QO ;�' :�:��.�..,.z�,�. -_ .�� --` 0 1611 North Ft. Harrison Avenue (�) °DO NOT ENTEFt" SIGNS �° a; �`�`;�'".•:�r�.r, i7YP•) ^ PI�'P� � - i �i Clearwater, Florida 33755 d O � � � a � �� ' � � ` `�--� PH. (727) 793-8046 % � � � �� - `� 7 FIR 1�2" � i coiac wku< PAi�P �owu coNC wn�K FAX. (727) 441 2721 , � � � � �� UI�IMARK� � � sEE iraoEx i�o iog � ' � �� ?S2� (�j 2. ENGINEER: Richter Engineering, Inc. a , 6" EXTRUDED �, o_ � :x: :v`� 2007 West Reynolds Street � � � / �� CURB (TYP.) � 9 II � % S7R�pIDE�7Y ICA'�) BLUE �;r � 6'��N�I�E �RPIC?I� VVHITE � _�� / �`,� � (2) H.C. RAMP WITH 1RUNCATED � � � I � II ;x;� `..v � Plant City, Florida 33563 / 4 WIDE l4 TICK � / o� 12 5. (,O�MEj PER FDOT INDEX �304 N � R4 � � r � v PH. (813) 754-814$ � CONCRETE S� DEWALK �� 6 I v f� CONNECT TO PUBLIC 31DEWALK � i a o �r5' � �'S• o _ / �` �:� FAX. (813) 752-0512 J '' � i / . � ��\ 9i � LOT �TRP,F�IC VdHTE W � ' a° vv�i� s � iPPiNC ' � �� (�m;� (�) s' HicH 6 .v; i , G/ � �' � i�w � �� (1) H.C. RAMP ,� ' 24' WIDE ROWNG GATE : + `V, 3. SITE ADDRESS: 1411 NORTH FORT HARRISON AVE. �' �� • �� ` .� PER FDOT INDE c 6'� s � R�KE : CLEARWATER, FL 33755 � �� (�(1) �24" ST�P BIAR �/ � % �� ` ' `�� ` 2 � oogo #304 (TYP.) 1� � � � 6' HIGH VINYL FENCE (TYP.) 6 0 �TYP��A�? vk' PARCEL ID: 09291555530000080 � -. �I ;l 14" t� - �-°1� ° a � :a, : � •`, •• � �� O' 4" WHITE STRIPE `� Z-0' / �� ; 092915511920000030 Z � / / I � k `. � 5 �. ' � (TYp.) ��"�� 60, � �1 ,b � v � �/ � / � � � � �� 4. EXISTING ZONING: "C" � � � w�� (/� o i � i / 'P _�` I �"�" 1'r Io " I 75g� �� z �x::' s'-o° Y� FUTURE LAND USE: "C" SOCIAL/PUBLIC SERVICE AGENCIES i � ,/ � ! � � DIV. 7, SEC 2-704. FLEXIBLE DEV. LEVEL TWO. Q� � ' INS ALL 34 L � � ' � � �� ` �� f a , ` � / �w Q' � 10"ASTM F949 , VC Q 1. � I°Ia °/ � ° NV = 28.0 � �-� ��° �� 5. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY �� l I � l� l ;. >> �- � � 18� (7YP. � I /� / `�' 'r MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 125096 � � (1)6"x6" TAPPI G SLEE � � �o � �� F � % � � L��B � � � I le /i CM 3"X�" , � � �� ' r 2�� TYPicp.�� }� 0106 H, EFFECTIVE DATE MAY 17 2005 (MAP INDEX NUMBER 12103CIND1 B MAP NUMBER 1 & VAL i \ � � � .I z �z'-o" s'-o" , , �. � DECORP,TIVE � CONTRACTOR TO DESILT 67 LF � � a/ MES Q f 2005 POLARIS ASSOCIATES INC. AND THE SIGNING � � D ��T��E,M � � � � � � \ � r j O1 � � � � , OF EXISTING 12" CMP AND »'-o° 12103C0106H EFFECTIVE DATE MAY 17, ). , � ' � �° � � $s•25' �`a � REPLACE� EXISIING �'" �� iz' �� INV = 27.54 � �� SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE i I 4` f�- � GRATE INLET AND BOTTOM �� NOTE: �(1) 6" D�I.P. (FIRE SERVIC� FROM T P ;' P MEN�T (T'�P.) �ooF DPA�� -- --� �i',• /�, AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL � � � / ROUP P.,411� � ,� All pa��ement mai�l<ings to be thei�moplastic_ �. ; » � TO DD V) �' ,. �_ "�pVC F.�r-Ei�P.� `'� �� / E� = 2g.35 � L� �� GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE (;1) 6 DDCV W/ B�IPASS ME� R � ��` `` I• �,�,, \ � I ONE STO�Y � �� CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE FIRE PROTECTION LINES / &(2) VALVE3�' SET BY ITY -, � `��- ��A �, i� � srRUCruRE � H�. I`� D I C,�. P S T A�� D E T A. I� REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ONLY PROPOSED UNDERGROUND �� ' ,' ' Io- 2' �� 54.78' UIVM�RKE `� I �� (�B S-oUT) I�ITS ADMINISTERWG THE NATIONAL FLOOD INSURANCE PROGRAM". U?1LI11ES TO BE INSTALLED � / � ' � , � ° / /' a"C��Y NO ROOT PRUNING REQUIRE� ' ^ ; �ivSiDE 6. EXISTING BLDG. HEIGHT 1 STORY �� IV S06°04'06° 1�13°57'36"E� � � � P.IM EL � � � (� 8"CL,4Y , W IE _ � � � 1 . 2' � `� �€�IV� EL = 31.04 15.Q6� � � % 4 � a� �` 2 / 6" EXTRUDED � Fu�� F SEwAGE N81��4'34"W � 6 25' i�)� s iE = 7. PRESENT USE THEATER FDC LOCAl10N �EE FlRE PROTEG/�ION � � � ��0,� � , CURB (TYP.) � � INVERTSV � 2�69� � �� , PLANS FOR DE$IGN) �, i��ACC=s�ie�E o ` l� 1 �, ^ l 8. DEVELOPED U5E COMMUNITY LITERACY CENTER (1) FlRE HJ��RANT � ' � , ' 2 � ��.4 _ � � �r �R 1 ��"� A'SEMBLY ��,;�� 12 � a` a 88.53' FiR 5 8" 4 c�F-� `' LB G2Ls /� ! / g. GROSS SITE AREA �1 6"x6" TAPPIN SLEEVE °' � ' '' � � � � -_ � � / � � 46,574.12 SF (1.06 AC) ) & VALVE a /° /eP . o ' UNNiARK�_ \ \ GR�'�� E� - � , ; � � . � � � - �so �� 1 � � I � / � ° �� / � \ _ �1 V I E = 28. 22/ ° \ � � ° �` � SAW CU�, REMOVF '� oN� sro�qy � i � i ° ` a x � / 10. LAND USE TABULATION , & REP� CE EXIS� NG a � � SrRUCruR� I 12"e" � � � / a ; \ / ° ' � ' PAVEMFINT (TYP.) r/ `� o N/ F�Nrs #14 1 1 e�, i � J / � I i` � I I M P E R V I O U S S I T E A R E A: � � E � � P N TE I �,� � E� �� FLOpR � � � � , � � , � � 33 62 � ` / / VEHICULAR USE AREA/SIDEWALK: 26,085.12 SF % INSTA�L 10" CL�ANOUT � � � ,� - _ � d° � � , , / a a a �, / 5p' I 30�' `' BUILDING & CANOPY 7 000.00 SF (0.15 FAR) INST LL 60 LF� �°°° °�� LoT � � O �a �, i �� TOTAL IMPERVIOUS AREA 33,085.12 SF (0.71 ISR) / " O 1.0 � � \ � � � r. c� , 1 `, 10 ASTM F949 P�/C 9'� c � �, G � ' �, 24 \ � °/� , � `V' � PERVIOUS SITE AREA: � � / � o I �.. _ I 2 20'x20' SIGHT / SIBILITY / �/ � �� , � � 3, N �° Z.c�' � a �� la ° I OPEN AREAS: 13,489.00 SF 4 TRIAN�LE (TYP.) � �° , s'6 p , � � O I \ //% � / � TOTAL PERVIOUS AREA 13,489.00 SF = 0.31 AC � � \ � �� / � � d � � ` ' o, � / ° IMPERVIOUS AREA + 32,580.00 SF / � ° � K� � ` ' � ,, , � al , % I / „ � l �:- � - �� ,� u; I � � iig , � , `, � a � i � n � PERVIOUS AREA 13,489.00 SF � / INSTALL 10 CL�ANOUT � � �' � ~ � ��- � . ��3 i � � l �i / / o � � � ' � � -- � \ �M � R6 � � EXISTING ASPHALT � / 46,574.13 SF 1.07 AC � (2) CURB �AMP DETECTABLE� MATTS ' � �� > � � � % AREA � � � � ' � PER FDOT INqEX#304 �' , �°� D �- � a� , Q% � 11. PARKING TABULATION � � � � � �� ";y � "� � a 1 � � � � � WITH CITY OF CLEARWATER REQUIREMENTS. � � �� a/ �/ �i �►� 2J� (iYp.� N �,� �� / � I � PARKING REQUIRED = FIVE SPACE PER 1,000 SF OF GROSS FLOOR AREA ' � :,� � r: cr , a �' r � � tl� / _(7,000 SF FLOOR AREA) /(1,000 SF)X(5 SPACES) c ' � � I `4� `° ��° ,�„ ,�° � , �"+ � � , _ � °" Q.� N (1) 6' HIGH � a � � �% / � a � = 35 SPACES a � � � �� `� 24' WIDE ROLLING GATE �� Q� �� / PARKWG PROVIDED � � ` f � G � �FfVD � � � \ 3 / � � j� `-� �� a � � I ( L� 6�G,� ° a O � � -. 6' HIGH MASONRY d J� ' ! J ° "� � °� a ° �a ��r�c t�; a a � � g' WALL / a � � ' � STANDARD PARKING SPACES = 33 SPACES ;\ � � s �"��7ER ur�.lE PE� C�TY OF V � " / �� ° � � �. a �� ' /� �z" I � � ��'• , � � � � � �� I � HANDICAP PARKING SPACES _ 2 SPACES � 6 � ` ��4� �, l I M ;,n O 2.8 / � � � � TOTAL PARKING SPACES PROVIDED - 35 SPACES � �:!_EI�.GV��AIE� �,TLAS 268B. ��l _ , � ° ��\ � a� � �� / ' �° � a � � •- � ��a � � � � � � I��T F�ELD ��E��F�EC�. �� , � -� � � �a , / `� i� , � / � /� � 12. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN ACCORDANCE �; -�-��- ■` � � ;/ % �- (3) EMPLOYEE PARKING SIGN � � /5��' sr Y i � `"� � M i � ¢ � � �� 6" EXTRUDED CURB (TYP.) ` � '4t �\v 79 �S'C� '4 j"W ' O'� � /�' 13. SEE ARCHITECTURAL PLANS FOR CONSTRUCTION PLANS OF STEPS, RAMP & RAILS. J % 2"DO NOT ENTER" SIGNS a 1 F�P. �/2" � / � RIM E� = 3� .t o 14. VEHICULAR USE AREA CALCULATION: � ( � �. - \ UNMP,RKED � �, 1�11N IE = 28.40 0 � , �or � -,, o qL� 4=CLF -� THERE SHALL BE 10 /o OF INTERIOR LANDSCAPE FOR THE TOTAL VEHICULAR USE AREA: � �z EY � � �°°� �� I I I� IE = 27.00 a / , �� 16' � � y�" � � S IE - 26.67 (20,604.00 SF OF VUA)(1 O%) = 2,060 SF OF INTERIOR LANDSCAPED AREA REQUIRED j � 6 HIGH VINYL FENCE (TYP.) o, (P) 7 og' �p � � � � � � �.�, "' ti«Er � � a� '� i PROVIDED: 5.592 SF (27.14%) ' � / �� HorT�s Twi �' � � � �o I c: �, N8� °3�� , � � % P�A � BooK S�PS S��i�'15�oN '� I' � �% ��0 5� a� 15. EXISTING PAVEMENT TO REMAIN TO BE SEALED AND RE-STRIPED. � �20' (P) '��E 5� a ° o i �) �m � � , �, z � l i�� - � % � �`� � � �E��c�H �tiR�ES - 5�E S�TE �, �OT 6 `° 16. EXISTING BUILDING HEIGHT 27 FEET +/-. �, �� - 16"�NATEP. LINE PEP. CITY OF�� ° I � � EOUAL EOUAL 6° 6 ^ / �, - , � C�EARWATER AT��,S 26BE. ' 17. LOT WIDTH FT. HARRISON AVENUE 226 FEET, AND GARDEN AVENUE 116' FEET. � �/ � �� 5 4'vHSH (2iy`0% IvIAY,.) � , � �� .�� a �r �' � NOT FIELD VERIFIED. � � �� E"�n�p,TEP, LII�E PER CITY OF � � �, % � � � a a a �� t�'�� CLEARWATER ATLAS 268B. � ; , ° � NOT FIELD VERIFIED. 2 � J� I I - _ -_ _ � �� ' � � �`� \ �J � 2" r�ln � I I- - i-� � -� -� � � z / � . . . . . / 2-i i 2` r�in - o ' =i � I=I I I=) I � , I � I=� I I=I I I=I � I=� � �=I I J/ ; � � � � � � I � i.� I I I i i � I I I I I',�,-I I I-I I I-I I I-I I I I I I i � � I -� � �- � / � I � �� c\u ~ G / �I � I ~ 3�� \o- N � � � I<EYED NO7ES MIN. � F.D.C. NOTE: i N � �� A /� C01•�IPRESSBLE FILLEP. �\ 1�4° TOOLE� �OINT � in � � � �� / ",5 4" MHY,IML!IJ�}. �/ � cu'-r -ACK aNO � s° x 6� �,o w.w.F. PLEASE SEE FIRE PROTECTION PLANS FOR APPROXIMATE LOCATIOfN OF F.D.C. CONNECTION. % �� , rz, �° coi�,P.acTE� > ; ,2 o `--� AGGREGATE FsP.SE PF.'OVIDE SEP.LAIdT, � L,� ° � ��;; Fa�E��Ei�T. TYFich�. H; �� / F.D.C. SHOWN ON CIVIL PLANS ARE FOR GRAPHICAL PURPOSES ONJLY � � J011'�JTS WITI=, FILLEP„ w � � � #3 Bar #3 fi� � � 7-3/4" 7-1/2„ `= � THICKENED EDGE Typ'�°` � Typ'�u� �; ;'� I YPE A TYPE C `° CONCRETE SIDEWALK DETA L ; ,; � � � NTS I��OTE Concr2t2 to b2 3,000 psl, adith fiber mesh relnforcing. " z � � �� WHEEL STOP NOT FOR E c I � � o , � � NTS CONSTRUCTION �o a--+ � M U -} � � � � M � M L • � � tU L' � (� o � � O � y C � ��- •� _ C � �� Q�j � � W c � � � Wa.., �, o L (fi a..� a) °? �> a� C� � � v � � � V � � � ~ � 0- N J � J � f` � ~ U L � �_° ° U c� � ta � J tli � °� � � V v �c � C � � O � �C � � p m z Z J 0 � � � �� a � J � W = � ~ � QU �� tS � � � � � Q z � � z �� W 0 UQ �� Zv � � I.1.J z � � 0 ui � 'd' � � � w � Z � ¢ U U Z a a � � m z 0 d � U � w 0 w Q ❑ O Z � W �-fn-OZfn ��6mema�� s�� o��e�..�..��.��'� 0 �! e e e pp �,``f��' � � @ f''�' o��j 4.' ✓ ''�' g�°�! b S h \.1 0 � °��w. s m „�P .. Q L-"w.,.�....,� ��`g � � ' �(�� R � t � � qp Z � � �.. W �� ^.,"� � W c c - o: o m �- � ,J � C.? .� n�" �, . � °_�° �� i� e ` f e N �4°�aj '�e ag� �f „ � � N �p °Rea r.roa �'�� a' � � w:�;s �`' �s � m �,�4 � �� 6�� N O �'��e�ee�� PROJECT #: 110308 ORGINAL DATE: 3/09l11 CHECKED BY: MVR DRAWN BY: I CJM SHEET NO. C4 of C4 I / / / / / / / 6"WATER LINE PER CIT` CLEARWATER ATLAS 26 NOT FIELD VERIFIED. �� MARcu � . , �� _ L E G E N D A/C = AIR CONDITIONER UNIT BLDG = BUILDING �C) = CALCULATED DATA CCR = CERTIFIED CORNER RECORD CLF = CHAIN LINK FENCE CMP = CORRUGATED METAL PIPE CONC = CONCRETE COR = CORNER GPB = CONDOMINIUM PLAT BOOK C T = CURB TIE D) = DEED DATA DB = DEED BOOK DIP = DUCTILE IRON PIPE ECMP = ELLIPTICAL CORRUGATED METAL PIPE EL = ELEVATION EP = EDGE OF PAVEMENT ERCP = ELLIPTICAL REINFORCE CONCRETE PIPE (F) = FIELD DATA FCM = FOUND CONCRETE M�NUMENT FDOT = FLORIDA DEPARTMENT OF TRANSPORTATION FIR = FOUND IR�N ROD FND = FOUND NAIL & DISC FOP = FOUND OPEN PIPE FPP = FOUND PINCHED PIPE FRRS = FOUND RAILROAD SPIKE F/T = FENCE TIE FXC = FOUND X-CUT GE = GRATE ELEVATION IE = INVERT ELEVATION I(L) = LEGAL DESCRIPTION DATA LB = LICENSED BUSINESS LS = LICENSED SURVEYOR MAS = MASONRY MHW = MEAN HIGH WATER INP = NORMAL POOL 0/A = OVERALL OR = OFFICIAL RECORDS BOOK (P) = PLAT DATA PB = PLAT BO�K PG = PAGE PLS = PROFESSIONAL LAND SURVEYOR P�OB = POINT OF BEGINNING Pu�C = POINT OF COMMENCEMENT Pfl�M = PERMANENT REFERENCE MONUMENT P�M = PROFESSIONAL SURVEYOR & MAPPER P/T = PAVEMENT TIE P'VC = POLY VINYL CHLORIDE RiCP = REINFORCE CONCRETE PIPE R'LS = REGISTERED LAND SURVEYOR R�/W = RIGHT-OF-WAY SIEC = SECTION SHW = SEASONAL HIGH WATER 51R = SET IRON ROD 1/2" LB 6113 SIND = SET NAIL & DISC LB 6113 SR = STATE ROAD S,/T = SIDEWALK TIE STY = STORY SW = SIDEWALK TBM = TEMPORARY BENCH MARK (TYP) = TYPICAL V(CP = VITRIFIED CLAY PIPE WV/ = WITH �WF = WOOD FENCE W,/T = WALL TIE + 25i.25 = POINT OF ELEVATION 2�.2' = DIMENSION FROM BUILDING TO BOUNDARY / RIGHT-�F-WAY LINE eP = BACKFLOW PREVENTER • = BOLLARD or POST 0 = BOX, CABLE TELEVISION EB = BOX, ELECTRIC UTILITY � = BOX, ELECTRIC UTILITY (TRANSFORMER) TB = BOX, TELEPHONE � = DECORATIVE LfGHT POLE � = ELECTRIC OUTLET �.�o = FIRE HYDRANT �-�= FLAGPOLE � = FLARED END SECTION � = GRATE INLET �' = GROUND LIGHT F = GUY ANCHOR � = LIGHT POLE, CONCRETE r$t = LIGHT POLE, METAL �t = LIGHT POLE, WOOD MB = MAILBOX Q = MANHOLE, ELECTRIC Q = MANHOLE, GREASE TRAP 5� = MANHOLE, SANITARY SEWER 0 = MANHOLE, STORM SEWER � = MANHOLE, TELEPHONE E� = METER, ELECTRIC G�U = METER, GAS Rr� = METER, RECLAIMED WATER � = METER, WATER � = MITERED END SECTI�N MW = MONITORING WELL � = PEDESTRIAN CROSSING SIGNAL � = SANITARY CLEANOUT � = SCHEDULE B-2 ITEM � = TELEPHONE RISER -,- = TRAFFIC SIGN rse = TRAFFIC SIGNAL BOX � = TRAFFIC SIGNAL POLE �( = UNDERGROUND CABLE TELEVISION MARKER cws = UNDERGROUND CABLE TELEVISION WARNING SIGN � = UNDERGROUND ELECTRIC MARKER �= UNDERGROUND ELECTRIC WARNING SIGN � = UNDERGROUND FIBER OPTIC MARKER pW� = UNDERGROUND FIBER OPTIC WARNING SIGN � = UNDERGROUND FORCEMAIN MARKER Fws = UNDERGROUND FORCEMAIN WARNING SIGN � = UNDERGROUND GAS MARKER cws = UNDERGROUND GAS WARNING SIGN � = UNDERGROUND RECLAIMED WATER MARKER Rw� = UNDERGROUNQ RECLAIMED WATER WARNING SIGN � = UNDERGROUND SANITARY SEWER MARKER sws� = UNDERGROUND SANITARY SEWER WARNING SIGN � = UNDERGROUND TELEPHONE MARKER � = UNDERGROUND TELEPHONE WARNING SIGN �w = UNDERGROUND WATER MARKER �= UNDERGROUND WATER WARNING SIGN c-�� = UTILITY POLE, CONCRETE �;, = UTILITY POLE, METAL �Q� = UTILITY POLE, WOOD cv �«a = VALVE, GAS Rv �«a = VALVE, RECLAIMED WATER sv � = VALVE, SANITARY w�r � = VALVE, WATER a = WELL STORM CURB INLETS � � � � � � �❑ 0 = C�NCRETE z ��,r;: = ASPHALT � = CONCRETE PAVERS � = BRICK 52.15 = BACK OF CURB 51.61 = FLOWLINE 51.63 = EDGE OF PAVEMENT = TOP OF BANK = TOE OF SLOPE: or CENTER LINE OF DITCH = 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED = OVERHEAD UTI�LITY LINES - - -G - - - - -G- - - = APPROXIMATE LOCATION OF UNDERGROUND GAS LINE - - �W- - - - -W- - - = APPROXIMATE LOCATION OF UNDERGROUND WATER LINE - - F - - - - -F - - - = APPROXIMATE LOCATION OF UNDERGROUND FORCEMAIN - - i� - - - - -R- - - = APPROXIMATE LOCATION OF UNDERGROUND RECLAIMED WATER LINE ----12" PVC----- = APPROXIMATE LOCATION OF UNDERGROUND SANITARY SEWER LINE --24" RCP- -- = APPROXIMATE LOCATION OF UNDERGROUND STORM SEWER LINE SECTION 9, TOWNSHIP 29 S, RANGE 15 E, PINELLAS COUNTY, FLORIDA D E S C R I P T I 0 N EXHIBIT A THAT PART OF LOT 3, ACCORDING TO THE PLAT OF LESLEY'S SUBDIVISION, RECORDED IN DEED RECORD "K", ON PAGE 471, PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT IN THE EAST BOUNDARY OF SAID LOT 3, WHICH IS 66 FEET NORTH ALONG SAID BOUNDARY FROM THE SE C�RNER OF SAID LOT; AND RUNNING THENCE NORTH 81'30' WEST, 380.5 FEET, MORE OR LESS TO THE EASTERLY BOUNDARY OF FT. HARRISON AVENUE; THENCE N,14' (OR APPROXIMATELY SO) EAST ALONG FT. HARRISON AVENUE TO INTERSECTION WITH THE NORTHERLY BOUNDARY OF SAID LOT 3; THENCE SOUTHEASTERLY ALONG SAID NORTHERLY BOUNDARY AS THE NORTHEAST CORNER OF SAID LOT 3 AND THENCE S. ALONG THE EAST BOUNDARY OF SAID LOT 132 FEET TO THE P.O.B. EXCEPTING HOWEVER FROM THE ABOVE DESCRIBED PLAT OF LAND, THE PART LYING EASTERLY OF THE WESTERLY LINE OF THE PUBLIC THROUGHFARE KNOWN AS GARDEN AVENUE; ALSO LESS AND EXCEPT THE FOLLOWING DESCRIBED PORTION OF LOT 3; COMMENCE AT THE INTERSECTION OF THE NORTH BOUNDARY OF LOT 3 OF LESLEY'S SUBDIVISION AS RECDRDED ON FEBRUARY 4, 1884, IN DEED BOOK K, PAGE 471, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, WITH THE WEST RIGHT-OF-WAY LINE OF GARDEN AVENUE AS IT IS PRESENTLY OCCUPIED; THENCE N.81°14'34"W., (BASIS OF BEARINGS IS ASSUMED) ALONG THE NORTH BOUNDARY OF SAID LOT 3, A DISTANCE OF 72.69 FEET; THENCE S.06'04'06"W., ALONG THE SOUTHERLY EXTENSION OF THE CENTERLINE OF A VACATED 10-FOOT ALLEY LYING WEST OF LOTS 5, 6 AND 7 AND EAST OF LOTS 8, 9 AND 10, E.A,MARSHALL'S SUBDIVISION, AS RECORDED IN PLAT BOOK 7, PAGE 17, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, 15.�2 FEET; THENCE S.13'14'34"E., 15.00 FEET SOUTHERLY OF AND PARALLEL TO THE NORTH BOUNDARY OF SAID LOT 3, A DISTANCE OF 70.62 FEET; THENCE N.13'57'36"E., ALONG THE WEST RIGHT-OF-WAY LINE OF GARDEN AVENUE, 15.06 FEET TO THE POINT OF BEGINNING; CONTAINING 0.0247 ACRES, MORE OR LESS. TOGETHER WITH: EXHIBIT B LOTS EIGHT (8) AND NINE (9), OF E.A.MARSHALL'S SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 7, PAGE 17, PUBLIC RECORDS OF HILLSB�ROUGH COUNTY, FLORIDA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, TOGETHER WITH THE WESTERLY 5 FEET OF A CLOSED ALLEY LYING PARALLEL AND ADJACENT T� THE EASTERLY BOUNDARY LINES OF SAID LOTS 8 AND 9 OF E.A.MARSHALL SUBDIVISION. N 0 T E S 1. BEARINGS ARE BASED ON THE EAS7 RIGHT-OF-WAY LINE OF FORT HARR�SON AVENUE AND THE WEST LINE OF LOTS 8, 9& 10 E.A. MARSHALL�S SUBDIVISION, BEING ASSUMED AS S14'01'17"W. 2, SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED. 3, NO EXCAVATIDN WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCTURES OR FOUNDATIONS_ UNDERGROUND UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PRQVIDER ATLASES AND VISIBLE SURFACE EVIDENCE. 4, RE-USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN VERIFICATION, WILL BE AT THE RE-USERS SOLE RISK AND WITHOUT LIABILITY TO THE SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OTHER THAN THOSE TO WHOM CERTIFIED. 5, ALL FQUND P41NTS ARE UNMARKED UNLESS OTHERWISE NOTED. ALL PERIMETER BEARINGS AND DISTANCES ARE ALSO FIELD MEASURED UNLESS NOTED, 6, THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL, HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS. 7. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 125096 0106 H, EFFECTIVE DATE MAY 17, 2005 (MAP INDEX NUMBER 12103CIND1B, MAP NUMBER 12103C0106H EFFECTIVE DATE MAY 17, 2005). POLARIS ASSOCIATES, INC. AND THE SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION. THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR TO ANY JUDGMENTS BEING MADE FROM THIS INFORMATION. THE ABOVE REFERENCED MAP STATES IN THE NOTES TO THE USER THAT "THIS MAP IS FOR USE IN ADMINISTERING THE NATIONAL FLOOD INSURANCE PROGRAM". 8. ANY ZONING INFORMATION SHOWN OR NOTED HEREDN IS BASED ON INFORMATION AVAILABLE DURING THE PREPARATION OF THE SURVEY. THIS INFORMATION SHOULD BE VERIFIED WITH THE GOVERNING AUTHORITY PRIOR TO ANY DETERMINATIONS OR DESIGN. 9, SHOWN ANYWHERE ON THIS SURVEY, THE WORD "CERTIFY" IS UNDERSTOOD TO BE AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON THE SURVEYOR'S BEST KNOWLEDGE, INFORMATION AND BELIEF, AND THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY. 10. UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC., WAS PERFORMED BY THIS FIRM FOR THE COMPLETION OF THIS SURVEY AND THERE MAY BE ADDITIONAL RESTRICTIONS THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 11. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND MAY BE SUBJECT TO EASEMENTS, RESTRICTIONS, RIGHTS-OF-WAY AND OTHER MATTERS OF RECORD. 12. ELEVATIONS ARE BASED ON CITY OF CLEARWATER BENCHMARK H-06 HAVING AN ELEVATION OF 30.68 NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 88). 13. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE DIAMETER BREAST HIGH. SMALLER TREES, NON-PROTECTED SPECIES (INCLUDING ORNAMENTALS) AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED. C E R T I F I C A T I 0 N TO TRIANGLE DEVELOPMENT I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 FLORIDA STATUTES. 6-22-�7 DATE OF SURVEY PROJECT: DAIal�1=1. RIZZUTb PROFESSIONAL� D SURVEYOR LICENSE NUM E LS 5227 STATE OF FLO IDA COMMUNITY LEARNING CENTER TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC SURVEY PREPARED FOR: TRIANGLE DEVELOPMENT P�LARIS AssociarES irvc. PROFE S S IONAL S URVE YING LB 6113 18850 U.S. HIGHWAY 19 SUITE 500 CLEARWATER, FLORIDA 33764 (727) 524-6500 SAVED:7/9/2007 4:50 PM PL�TTED:5/11/2011 12:08 PM CHECKED BY: SCALE: DRAWN BY: JOB N0. DRAWING PATH: SHEET DHR 1" = 20' JDF 3687-01 H:\JN\3687\DWG\3687CCM.DWG 1 OF 1 L=----_____ � X I 5fi I NC� 8U I� D I NC� 581 ° 2�I '06" E 1�56.87' �o�� s-ro��r� 0 Q � W � � I I I o- - -- - -_1__� . I a � N�UJ au1�P5t�i� N � � �Nc�osu�� cy � a �� o �� R�s�,�� :� ,4Np R�ST�'IP�D %L.�I � Slt� tR1�4NC�L� N _ I � � � ! ��-�� ir-m� _ SI�'� �'i�1,4N�L� �'" - -- -- _, -- -- -- -- -_ �� a �f� �i-f o ,.,.. 0 . : d � � �' Q d . i— . . �, �+ . ' c�OS�ulALK a � �a. ! 2 ,? � � Z � � � � '� . � I � � � I � aLL � 0 � I +�.■ � i � I �/ � 1..+L ' � I � — I � � � �i I � � i � � � � � � 9, I i � � i r � i i i I � I ' � ! � I I I ' 1 I I 1 � I I � � i � � � ' � � � � I � , ; � � � . � .. . � sroP s�N � � � � d ' . ! ��"�� X��Jt� ' . � . 4 �' u a ,• . d PAIIED DF2111� i5LE� . • � „ � 70 NEW DRIYE ' •'. � ° ,41SL� EDC� . • a ° . . � . z � <C .° : a r�w couc�t� � _,j : SIDE WALK d.�� ° • O � � � , HANi�iCAPP�D PARKINCs SIGNS � �� i��i� � � � � �� Q �xt�r� c�� aPAC� e+�� i�ILE OP �xisTir� Pavee� DRI1<E �418LE _ � ►-�� «�� C� V I I �—�I�'� �'Rf�4NC�L� PROFIL� OF 0 £XISTINC: PA1�ER °' DRfvE AfSLE � � Ek�STlt!� �T�� tuTOR�N� 7 � � REi'ENTION �R�� I] T � i�R�P �� h'I�G�IANIGLtL UAll7 ON RODF -�� Q.F EXISTINCx $WLpIhIG 0 h1�GI,lAh�UGAL UNIt ON RO()F QF E�15TWCs Bl11LpINCs a o a CON�ER�NC� T�STINC� �c��io� � z,,.�, (T1'i°. OF 4) REM01/� �XI8711NG PAY�D pRIYE AIBLE TO I�I�W pA�21CINCs LOT Ei[�E P�4R,4LL�L P,4i�KINC� f� 79° �6'47" 1�1/ � 243.75 ��S � � �D ' � ,1 �., ,, � , ��C� r��a�tc�. �tt� o� � OF EXIST�s 8111`,pli+Ks C��M�S R04M ME�d.lANIGAL Ip+IIT Oi+l ROOF � €X1STI1�lCa SUILDIMCs EXTEND CsREEN i ��,(�,�') 3PACE BI�FER � `.,� �Q�� 4F� I C� �*iic � �xis�riN��ui�� C�UJO 5�'0�� n a �— u �XfS�INC� �UiL�INC-� � i'l�o 5�oi��' � l� � 2 r�w r�ra� �c� NEW 24' Wip� ROLL CsAtE NEUJ M�tAL FENG� N�w co�E �i,�t '�'� � 24'-0' e� � � ��o� �xisri� GO�IG�2ETE PAD AND STAIR ��p�L��C Q��` M"'-bn.sb �°GQ �. NEW �TAIR F�EMOV'� EX1St4�s IU�D RAMPS AAIp GONCf�ETE GUR,B U STL►IR �� .�� z , .� �� ,, ll 1'�TAL FENCE NEW S' bIlCr�l V1"AIIL �ENG� �� , �, �1�� 19'-0' rt�a v � N��U � PROF�L� pp �MOVE EXISTINCs PAIIED EXISTINC� PAIWED DRIYE AISL� t0 NEW DRIYE AISLE PARKINCs Ai�EA EDCsE (84'x �� ) �� A�Al � I � i i � � � i I i � � , � I � , , �� I � � � � � I I I I � I � I I � I I � � � I� � . I� r-- �� - � � �—` � ZQ W � � � � � � � _ W � � � � '. �. � � � S TE/ EMOLITION PLAN 3/32' • 1'-0' Z REVISIONS BY � � �� ■ � � ■� � � o LL C� � � � � � w � L �� -�-� � '— U � � O DRAWN .ACE EDIT DATE ISSUE DATE 6-29-07 SCALE Ae Noted JOB N0. 07-0'19 FILE NAME 07-019 A 1 SHEET NAME SITE DEAAOLJ110N PLAN SHEET NUMBER A-1 0 � � 0. � � � � � a 0 0 � a d z . � 0 N � � . •� 0 V � BUFFER SCHEDULE INTERIOR LANDSCAPE SCHEDULE GENERAL IRRIGATION NOTES GENERAL 1�4NDSCAPE NOTES GROSS VEHICULAR USE AREA = 20,604 SQ. Ff. BUFFER 'A': REQUIRED TREES=S TREES PROVIDED=4 OAK, 1 EXISTING OAK, 1 EXISTING PALM """°'° °°,��r,�..U.IRED INTERIOR LANDSCAPE = 2,060 SQ. FT. (10% COVERAGE) 1. The Contractor shall provide a fully functional irrigation system as shown on the �. All plant material to be Florida #1 or better qualiry, as specified in the current BUFFER'B': REQUIRED TREES=S TREES PROVIDED=3 ELM, 2 HOLLY INTERIOR LAN��CF;pF.:PROVIDED = 9,155 SQ. FT. 44% COVERAGE Plans. Irrigation heads shall provide 100% coverage of the area to be irrigated. , , i ) edition of the IFAS Grades and Standards for Nursery Stock. 2. The source of water for the irri ation s stem shall be: 1" POTABLE WATER METER BUFFER'C': REQUIRED TREES=4 TREES PROVIDED=4 HOLLY, 2 EXI TIN INTERIOR TREES REQUIRED=14 ' 9 Y _ _ _ 2• Sizes specified in the Plant Material Schedule are to be considered the minimum ........... .. .. ..................... BUFFER'D': REQUIRED TREES=2 TREES PROVIDED=1 ELM, 1 EXISTING OAK INTERIOR TREE IPROVIDED = 6 EXISTING OAKS, 3 EXIS1 ING �;.�!FS,.._. 3. The Contractor shall field veri the ca abili of the water source to deliver a fY p tY size of the plant to be installed. ........... ... .... . BUFFER'E': REQUIRED TREES=4 TREES PROVIDED=2 ELM, 2 EXISTING OAK, 4 EXISTIN PAL 5 OAKS, 1 ELM= 15 TREES minimum pressure (55 PSI) and volume ( 37 GPM) to operate the irrigation systems 3. Tree caliper measurements shall be taken at 6 inches above natural grade. ...................... . .... .,. ..: ...... BUFFER'F': REQUIRED TREES=7 TREES PROVIDED=2 OAK, 3 EXISTING OAKS, 6 EXISTING PALM °° °- - as desi ned. In the event of discre ancies contact the Landsca e Architect rior to FOUNDATION TREES PROVIDED FOR 87' FRONTAGE: "' °- g p p p Diameter breast height (DBH) measurements to be taken at 4.5 feet above °°- installation. 6 PALMS AND 2,ACCENT TREES � natural grade. .�..... °- 4. All questions concerning the Plans, Details or Specifications shall be directed to the : -- 4. The Plant Material Schedule included with the Plans is provided only for the _,...,. • - i Landsca e Architect 727 343 1809. , P � ) Contractors convenience� i shall no be construed as to conflict or redomina e � t t t P ::::.:::::::. .. .: :::: ..... :�� I I All nec rmit r to be rovided b the installin contractor for work shown NTER OR LANDSCAPE AREA P. essa e s a e >:<:«:::.:...: .. < 5. iN ) rY P P Y 9 over the Plans. If a conflict between the Plans and the S ecifications exists the :::>:,:::::>::>:::.... : .... ::::. <.::>:::::>:::. ........ p : ,: :.,. ..:: M e Permits - unless otherwise s ecificall � ::. A ... ._. on the Plans Includin Ri ht of Wa Us : :: :::::::::.:.:::....:.:: ::.: . R i 9 9 Y P Y Plans shall redominate and b considered the controllin documen . : SH -- A L � S TREE stated in the Specifications). 5. In the event of discrepancies in the quantities shown on t e Bid Form and those , ........ . .,..:. (40' WAY T R E E L E G E N D ~~ _... R � c H r o F_ � � 6. A l l c o m p o n e n t s o f t h e p r o p o s e d i r r i g a t i o n s y s t e m s h a l l m e e t t h e f e d e r a l, s t a t e a n d s h o w n o n t h e P l a n s, t h e C o n t r a c t o r s h a l l b i d t h e q u a n t i ty s h o w n o n t h e B i d F o r m ' --- local codes, regulations and ordinances c�oncerning irrigation construction. and provide a note as to the quantity shown on the Plans. : .... � EXISTING OAK TO REMAIN � � ;:; - .,_ ;: ,. 7. In an effort to create graphic clarity, irrigation mainline, lateral line, valves and other 6. Contractor shall provide documentation of plant'variety' when specified. Plants � EXISTING PINE TO REMAIN components of the irrigation system may be shown in paved areas or inside specified by Genus and Species alone shall not require documentation. , , ' -' buildings on the Plans. These components are to be installed in appropriate -- 7, All materials shall be installed as specified on the Plans. If material and labor do 0 EXISTWG PALM TO REMAIN ' 50 '° landscape areas to carry out the intent of the Plans. -: 3 °° not adhere to the Details and Specifications, they will be re�ected b the < ; ..:.. °° 8. The Contractor shall be res onsible for verification and rotection of all under round � EXISTING TREE TO BE REMOVED (fYP.) ' �P Up 20 1 "°� - ....... p P 9 Landscape Architect with proper installation carried out by the Landscape < � QV ; � Contractor at no additional cost. and overhead utilities 4 REMOVAL OF EXISTING TREES IS LIMITED .; , R� 230 °'i ' 96 SQ. FT. INTERIOR LANDSC,.. E' 1% € ` "° 9. The Contractor shall review the Landscape Plans prior to installing the irrigation 8, All necessary permits are to be provided by the installing contractor for work TO (1) DEAD LIVE OAK TREE AT NORTH �V •SAR VA 74 '� system. Coordinate installation locations of pipes, valves and other equipment with shown on the Plans (unless otherwise specifically stated in the Specifications or �:. VEHICULAR ENTRANCE, (4) SABAL PALM �1 RI the installation locations of trees and shrubs. Bid Documents). TREES WITH LESS THAN 10' C.T., (1) TREE TQ BE REMOVED- REFERENCE �-.r' ° `' �'` -� - 10. As-Built drawings are to be provided by th�e Contractor. Drawings shall be on Owner g• The Contractor shall be responsible for verification and protection of all � DECLINING OAKS DRC` COMMENTS BY RICKALBEE >` ?�;�, ,:: ::: '� - '` ,�` furnished base lans in hard co or electronic versions. Contractor shall note all underground and overhead utilities. Plant material shown on the Plans that QUEEN PALM, (4) �:: �...: . ! ,�-= p PY , . ,:: - �` � END OF SOLID FENCE deviations from the Irri ation Plans as noted in Section 32 8423 of the S ecifications. conflict with the utilities shall be brou ht to the attention of the Landsca e NOTED ON CIIY COMMENTS, AND < ;, . . �5�4 � `: : l, ., � , 9 P 9 P SEVERAL PROHIBITED TREES. NO o �� ;., � , ,, 11. Mainline is to be installed with a minimum of 18" depth of cover, and lateral lines are Arc hi tec t prior to ins ta l la tion. ,. REPLACEMENTTREES REQUIRED ON SITE. 128 SQ. �T. INTERIOR LANDSCAPE-2/o <�, �,� 6 00 BUFFER B , <'� ` to be installed with a minimum of 12" depth of cover. 10. The Owner or Owners Representative shall provide site grading to within 0.1 foot , . ... %^ ,: : �_ = 12 ract ess otherwis i ted in � ,> , ,,,, t.; . eving is t be prov d by the �or (unl e specif cally sta Sle o ide Cont of finish grade The Contractor shall provide fine grading to produce a positive '`' ' :� ; ' , ,, ' + , r �` 2887 SQ. FT. INTERIOR LANDSCAPE-25% OWNER SHALL PRUNE AND REMOVE ; '. �- :> ; - _\ the Specifications or Bid Documents). drainage condition on the site. Surtace water shall be directed to engineered � DEAD LIMBS FROM EXISTWG TREES. �<° � �- '� ' drainage structureslswales with smooth grading transitions. Debris larger than SIGHy VISIBILITY TRIANGLES ,:` y:F° >.. " 13. The Contractor shall provide operating m�intenance instructions and operation S ° �� ' `_ . nua e acc e o c � m surface of landscape beds and sodded area . 4 .. . _ , M1 y ' . . . . .: ma Is to th Owner prior to eptanc � f the proje t NO EXISTING TREES WILL BE IMPACTED ; ,,. , ° --: _ 11. Al5plant material shall be nstalled and maintained in the highest standard of BY THE ADDITION OF PROPOSED ' ` •* 14. . on ,;; „."*.> "`„�:,.; �, ,..,. :. .... Owner shall provide 110 Volt power to the controller location Electrical connecti ;., �; •R� �.�, : ..._.. <` workmanship and in accordance with the Details and Specifications Plant s: from power source to control clock is to be provided by the Contractor (unless UTILITIES. NO ROOT PRUNING/AERATION 7 ��A Y�#� e maintained y he Contractor until Final Acc p ance i g nted -� +" y� Y Ys�a .: material shall b b t e t 's ra i ': 00' B�R "A" 105 SQ. FT. INTERIOR LANDSCAPE- % .::-:' -' otherwise specifically stated in the Specificcations or Bid Documents). Contractor WILL BE REQUIRED. ;` TJN % � ° ,` �M�: shall coordinate installation location of control clock with Owner or Owners A B&B � ner. , ,.. ... � < ., , , � 1 ' , �� xy, x , �C 12 II rees shall have strings, iwine, rope removed from the top of the basket. 1 �138 SQ. FT. INTERIOR LANDSCAPE-49% x�: -:� • 1 Representative. 1 �r ,� � All flagging tape, identification tags, and other objects shall be removed from the QV '' '` QV 15. Exact well and pump locations shall be caordinated with the Owner or Owner's lant material rior to callin for a Substantial Com letion ins ection. 24 Vp 1 � SLIDING GATE �C ;:;4.« '�"'; �"� g Representative prior to installation. The Ov�vner shall provide power to the pump p p g p p , , . •.','a �. �r#y..� tt � ._ s , b � :a 13 .. ,. ; 13. M u l c h s h a l l b e P i n e B a r k m i n i- n u g g e t s. S o d s hall be St. Au gustine Floratam. LMG '� -�' `��' ZFU loca tion. Contractor s ha l l coor dina te vo l ta�e an d p hase o f avai la b le power wi t h t he �. t ��. ��; ,, RI �} �: 14. The Contractor shall remove existing vegetation necessary to complete the work 5 ,� ., 7 local electrical utility and the Owner prior tro ordering of the pump. Contractor shall �;�- , .� �°�`.=' �' 195 shown on the plans. Use of herbicide shall be in accordance to manufacturer's � ,�� -. R� � coordinate pump ordering lag time with th�e irrigation and landscape work schedules /� i.�.::�� p recommendations and supervised by licensed applicators. The Contractor is HIB �� ' ;' � � to ensure timely supply of water to the pro.ject site. � r. � � :�.; �" � a. ,: solely responsible for the means to remove existing vegetation and responsible Z `'�,��:`° � 1 TREE TO BE REMOVED- REFERENCE 16. Contractor shall install an inline 120VAC-1;5A lightning surge protector between the d ,'• '� : : ;�; .,. - . � . ' _ ;r „ , to ensure that re-growth does not occur. �> �;� � ��9• s�•� �� '�� =� � a DRC COMMENTS BY RICK ALBEE power source an d t he con tro l ler. Groun d eac h con tro l ler to a 5/ 8 x 8 copper c la d 15. The Contractor shall kee a neat and orderl 'ob site. Paved surfaces necessa � o . -. : • < ; .. , � • ,, �� - , <: ,� 6� ' ground rod with AWG #6 bare solid copp�r wire. A proper ground shall have 10 � ry � � .' -�. . . '#'.' / � ` .. s ''ie's��:� & �.: �� w rk h wn n ,; ,�, _ P Y . �.: . ts,: , ebn nerated he o s o 0 , ; ��,_ � for egress shall be kept clear of debris D 's ge by t : -- ; � ohms or less resistance to earth. Use of multiple ground rods may be necessary t Q '�,• '� �r� :� �� :; , ` ° the Plans shall be removed from the site. , ,: >:: ' < � ` � � � � � � �. achieve the desired resistance readin �� •< .: • ; :' . . ` > ' .. . � �; = ,. g� 16. w rran of the trees for one ear and REMOVE (2)TRUNKS OF RECLINATA PALM ; ^- . ; : f : ,..., ; .... ' Q : .< '�i�JE�(� R�4�.M; :. _ r ;: 17. Y .. ;: : . . -. , .... , : ' < ' ::: ,� � y ch zone in the irri ation s stem 33 Contractor shall label location and head type for ea D ALLOW LOWER -�------- 3 ;- �� -- • < µ�� _��' <. �.-; sh ub � rorundco ealfor three monphs from Final Acce tance hased ro ects AN , �,�,� ,. ,:.. �,� ,,� ; -: ., , �, ,, ;;: �.; SOLID FENCE on the inside of the controller door. Su ested zone run time shall be indicat d. All �g P �p p� � �� . �J � SAR 99 STEMS TO REGENERATE :` � o `.' :. + �,..� � ' 3 may be accepted at completion of individual phases). ;.,; �; �. �� ;}• zone valves shall have permanent tags attached to the valve corresponding to the ; . ° �1 � . •. . ; . . i � 17 ; �� .< ` Sod shall be laid with tight joints Sodded areas shall be rolled within three days � � �f , x� . "�"„'T`„ .+,1' 1 ��tQ -. : , . :.� 34 : IC z ,., i: �, � y number of the zone on the controller. after installation. Contractor shall a I ro er irri ation water rior to rollin to "� •.�< :� ' �� .• ;:� �: PP Y P P 9 P 9 � « - � ; < � � �.3.. ' �: �. ;,:: _ ; . : 1��,9,' � .� �� . ��1� � ..: - > ;.s ::�: -::: �,. :.; :::,�� ; ':: � ; _: ,�` ��: '� 5.00' BUFFER ��C�� 18. Control Clocks shall be programmed to ir�clude a watering schedule that provides 1" r ro er soil root contact but not roduce indentations fr�m edestrians. LMG ,� insu e � � / P �,,. P � �� _ P P t � . • � �� ' �. <� '- I�1�R� ` E�I:�+1� t ;:��* <; ;'; �* , _ of water per week during the months Aprd to November and provides 1 of water � : ; � . ; �t , � « _ .. ` 2 PALMS TO BE REMOVED REFERENCE .:< •:::. . . � ♦':s. t ; � . ��i .'t ,: _ . . .. � .' .;:: :;:-:: '�� . . : .. .# y.;.: . . � , ..:. .: :; .. ' : < , t.. � � f s,; y�,, ;� ` ; . 18 II questions concerning the Plans, Details, or Specifications shall be directed to � �fi '� s ..'r . ..:.:_:. . t:r.f - h r s .. . � � � � �� . : ::; ' : : • s ' � � _��.�._ �, � x�` � � 3'� ��-� •� s��.. .�; ' eve two weeks durin the months DeceRnber to March. The zone run time shall be � A �- ; : , ..•;,,,�� . :.. ,.:;:, ;. «y>��t:,�. f,� ; ,�.«� �«f.. � �::��.��*��r� DRCCOMMENTSBYRICKALBEE .: :� :�: � . : ' : .: w ::.i:3 : . ::'44 Y3 r�..si t# 4' #�!*,h : . ... .. .. .... 4 3 4.4i�`T! 4Yf. i }�rf;':t#:.S i .. �!. i. ._ ' � � �� i f '.3 L A 4 i l:.:f Y y0r £. f F in% ...>...� a. ' 100 • :" ,, ,, Landscape Architect (727 343 1809) . _ < ��• � h � _ • _ ;,�` ,: ;....� 4 < 3::w � _�: . : �:. �n restrictimns as Pro ram A. Pro ram B shall be set , : , , ,, .,. , �. « r , � � , :« � . � � � �� : . , �Q �:� 3 .. .: - seq enced for the local waten g 9 9 0 • the � f t ek 4 :: }� . #.4'4 4 '.4 N �', . � . � �. ��.. i'!'S�f ? � . t' .. '_ .. q � ' n 60 ; , t. t. t � iv 1 /a irri ation covera e. ; ; - t.4 . t t,:� ,. -� ��. 19 AI sed landsc p bed and lawn areas to rece e 00 g g : .:: � � �� v� ' �. s�e:: a�fi_�,�� s�.• i� �a.a`$.ry<:a s«�_c.� /� r� ?t a:.::... . �� :"�+ � � {� M <> .,. . . �,. �.:n , « F , �:, .> , � . ;. � ,� � � .�.,. .� ,;. : , , _ � <,; ,� .: TJN ��, as the water establishment eriod watering schedule in cooperation with the I roo ae � � . � � ♦ir � ♦ � ��tr�.afs�c�.�:Y�i . . � �I .. r LMG ' .� �.; °�... . �, .:. !� f i f�4 fi!�%Fi. /% ;�tl ,,i ,,; ,,, :« . : 1 P �' �� " p . � ♦ �� e f�ss.� fssa y..: :. . . ; � : ,: ... .. . . . ..::'� ...' ..: �sa # 4: 4.4'�'��4:fit Y1'Y'##«V ,y��'�I�4y: :��i _. �....Mf M � .: Y %� . ': � A :' .. : fi�4'_ ^1'. � .$� . i L A:�1 i}!�l�1 i:'M f}3 #.. .�::::.' ..:". .:... ' ... ' . � . : .. __ ! � •-_:�.-'.: ... .... � , � r Landscape Contractor ` 4y�, "+�r'rftwr n ayew��;*y �r,��r#�: R> ,.;: � �Ci � : ... I �to meet local codes. Contractor shall locate i - evice shall be instal ed � �� .,..t, . . Theranshutoffd 3 f � , .. F �.: 19. 1'.' f :7 M�i .. � -.t:� ::' -.::�. . . . . :.: : " -' . '.. : -' :: ' � fi .. . ; ' F :n . .. O �, rfi .< ♦ ! �} �e ° 4�� 4 C �+7 ':�k � � � �+ . ..........c,-��Y: . . �' '"' � . . gp � � �' .. ': � t"';t*;� �,_;'�;'� -..:. 1 i 1 k�. � device so that obstructions do not alter the accurate monitoring of rainfall at the . � .' . .:. � � � � � :_ �� , 3 12 CT. iM s e enclosed in 1 2 VC ele ' al conduit. LIN 'ce shall b� P ctnc ro'ect site. All wirin to the devi / i, 9 411 SQ. FT. INTERIOR LANDSCAPE �' . • -. ,. LIN P 1 ,, " ` 13 INS ' ` � : �~'�#��' :,= ��.��. � �� - •�: •�.� 20. 12" pop-up spray (or rotor) heads shall b� installed in all groundcover beds and ' -: ; ��; � '_ :�" .:: ` H�B � - �7 °'::..... "* � � : , s masses of shrubs not exceedin 22 inche�s hei ht. FERTILIZATION SCHEDULE r 9 � 9 . .� �� r�. 278 a t M1 :# 5 . � .�� B FFER D . 5 00 U ; . RI �� f :3 � :* � �' - �:,_ 21. 6 pop-up spray heads shall be installed in all turf areas. Rotor heads in turf areas to 1. All plant material shall be fertilized upon installation but prior to mulching. Plant , . .,. ' TJN , _. .. ZFU �:: ' �.. MO , = x *•«;; - , � � � (2) EXISTING PALMS TC) BE>AE VED �� ' '` � . 150 d° �* ',: , T be 6" pop-ups with the exception of Hunter PGP Series (4 ). material adjacent to open bodies of water shall be mulched immediately ... : . .. T . j � _ . .. . . .. . _ � �:.;: �. . � : .s ._ , � .-►- �p '� "�.� � 1 ;� •. . -. .' ��. 22. All Hunter PGJ and PGP Rotor and Spray heads shall have heavy walled PVC IPS following fertilization to reduce translocation of the granules. ., ; > . .. ; � 3 . . .� «. �'�F �: a<: � `. �� `:" `.�# � .-q � Qy �" .R �<. �'� ��,� flex pipe for the connection between lateral line and each head. Provide adequate . �. • F.. � � : 4 f . : � ' ":" �"" - D �� a � i:r. . ' a�:: � i': : :. . ,�c . . : :.: ��. ..i- . ,. . . . ; .r�r t s s.:. .�.. . ,ra"' : . ._. . . -t.�.*.i ' QV �� ° � � "' ` .. :'�. �' slack for minor head ad'ustment. All Hunter I 25 Rotor heads shall have ri id PVC 2. � •� __ �•" . '::: *��,��Q��, ; .,.... .� . ,. .:.::. � ,. �, �_: . y�.�#�* :-: '4- � ..: > : : ,., j_. . s,,: Fertilizer shall be Scotts Osmocote Classic 19 6 12 in the twelve(12) month <12' CT. 3 �< i,.• �* <w ��: =-: ': :.�.� a ;' �` ':: ~�-- � "" ' � ';� swin 'oints. See Details for Shrub Riser and 12" pop-up head application�s. r I f rm I i n. n r h n rd r L- art mixes . � � „� � ,� 9 J e ease o u at o Co t actor may use t e Sta da o o St Sp 18 '�'�' '� �:. � - '� s: , `` 23. e Contractor shall ad'ust all heads to rovide o timum covera e and minimize de endin on the level of existin fertilizer from lant nurse a lications. �,� ...:,� . ;� Th ! p P 9 P 9 9 P rY PP : ;: a . � �.: ,� �` � � '� SAR �� -� �� ; `� �3� ; � i <� „ overthrow onto paved surfaces. Adjustablle nozzles shall be used in areas where ,�. .. � i.'.`e' � I / j ::� 1 i�_� -'>�'� � fixed s ra attems will result in overthrormr onto aved surfaces. Ad'ust valves to 3. : \ i .. . �.:. .. � ' ': � :: �' I.: :, . - T' Each containerized lant sh II receive fertilization at the rates shown for each SIGHT VISIBILITY TRIANGLES `, '.; *_? .': e. � �'` �: _ � 3 p y p p � p a ;... • ` �': , ,� : i MULCH revent mistin from heads. ; -�� y, '., .. ,; . � i p g container size. One {1) cup equals two hundred eighty (280) grams of Scotts ' 30 ; � �� ::�� .. . . • • , ; - - . ;, k , � f� i �,;,:,. '.�i�� :�� uP i 30� r J�� 24. Valve boxes shall be sized to accommod�te installation and maintenance of zone Osmocote 'Classic' 19 6 12 fertilizer �° �. !�::` � ��' , `` � � �� valve s. The valve box shall have a 3" de� la er of 1/2" diameter ravel as a sum JP ` �.:. EXISTING OAK TREE TO REMAIN � ��j-� � i ; � �) P Y 9 P � '.�' � � � - > r installed 2° below the bottom of the valve. Valve boxes shall be installed so that the 1 Gallon Container 15 plants per cup � (TREE OMITTED ON SURVEI� � � ► � '11 '` � � � � � 3 Gallon Container 1/4 cup < • � � ` � top of the box is no more than 1.5 inch above finish grade and set parallel to the SAR " R.� = i � � F �� 7 Gallon Container 1/2 cup �. .::.` i �"' < 5.00 B�1F F�'� E; surrounding grade. � i `� I ; w �� 15 Gallon Container 3/4 cup _� i �. ��..�=,�; ;:y _ �: � � / ; f� : 25. All 24 Volt control wiring shall be UL Listed, single strand, Type UF 600 Volt control r a ;.. > � � .a : . i._ ` . �. � � ; � _:.-.�/�° � " �:� 25 Gallon Container 1-1/2 cups _... : � �� ,: �, _;.: �:.� j; i ..ti` 1: ;' �' cable. Common wires to be white,AWG #12 or larger wire. Hot wires to be red, AWG :' `' ` ' * �:�� ;., �,. ,• , � , 30 Gallon Container 1-3/4 cups ' . .... f' ' : a ��.: �� y I ire exc e ed or whit WG : __ � .. . . r � . wires to be a , , ; �� 14 or larger wire Spare ' n co or w ept gre n r � e A 1 2 . FT, INT�RIOR IANDSCAPE-3 % °' ' '� -. `-. : . ` � � ` � - � � � � • ` . .. ,.., � g gQ > � � � - � �.�� . ` . # 5 Gallon Container 2-1/4 cu s �'' _� < .... ;..."::.': r �a�.. .�� :. , . : ", �;; � . ...:::. <>:. . :.' � l/�... EDGE OF �� : . P �. � ,� � �. , , � � .:. , : � { #14 or larger wire. 4 ° � � � � �� -�� - •�- �, . . �, -, 65 Gallon Container 2-1/4 cups , . �� ,� ; ' � - � � - :' _ �: . .. � PAVEMENT � � < � }� F.p �\ p'' '�� M- .,+; • �� ,� ,; l�� :' �.�� 26. All splices to the 24 Volt control wiring shall be made with King Technology (King 6) 100 Gallon Container 3 cups � y�s=� ` , �\ 10 40 � ' 8 _ '� �;.�� '� 3 s i l i c o n e f i l l e d s a f e ry c o n n e c t o r s. � . � � � . � �\ 6 HIB L M G R I � Q o ;� 2 7. S h r u b r i s e r s s h a l l o n l y b e i n s t a l l e d i n h e d g e s or m ass plantin gs abuttin g vertical 4• Each balled and burlapped plant shall receive one half (0.5) cup of Scotts � `' �� `� ; RI ~ 2 ��"` � � walls or objects and not extend more than 6" a b o v e t h e h e ig h t o f t h e s h r u b s. I n n o O s m o c o t e ' C l a s s i c' 1 9- 6- 1 2 i n t h e t w e l v e ( 1 2) m o n t h r e l e a s e f o r m u l a t i o n f o r e v e ry � = cali er inch of trunk. One 1 cu e uals iwo hundred ei h 280 rams of � �' �y , �; 3 UP ?�� case shall risers be installed directly adjaccent to curbs, sidewalks or other vehicular P �) P q 9 tY � ) 9 i REMOVE ALL VEGETATION � � � i � �'� QV �`• �� access wa s If risers are to be used in hed es abuttin arkin areas without Osmocote Classic 19-6-12 fertilizer. �Y : �y ALONG FENCE FROM EAST ' ��; y� g g p g � i i� ' " '�^ `�� .'` I TO � �!� �°. concrete wheel stops, they must be placed a minimum of 30 inches away from the 5. Scotts Osmocote 'Classic' 19-6-12 in the twelve (12) month release formulation ` y SIDE OF EX. BUILD NG � ;��.: ' c r o v e r h n. A l l r i s e r s ,� t. , i e d e o f avemen t to ro tec t t he riser fro r m d a m a e by v e hi u l a a g s ha l l be a lie d to so d de d or see de d areas a t a ra te o f ten 1 0 oun ds er one �. .. ,. < < TREE TO BE REMOVED- REFERENCE � ° " ` ROPERIY CORNER g �� p p :: . : . �= "* P 7 � d2 ��r ' 3`PALMS:TO BE REMOVED- REFERENCE g p p pp DRC COMMENTS BY RICK ALBEE � ; � \-� . ' " ' �` "` �� . . � ; .: . • . .:: . -- � �... �� _ 'iF � .. � . . .,., a:: r f +k } :: � are to be painted black thousand (1000) square feet � : : r' , �• - - . -; ,` _ = f � r ` ,; ZFU �� DRC COMMENTS BY RICK ALBEE -' �.fi �_� ,.:.:> ::.::.. �� 28. Mainline i in shall have thrust blocks siized and place in accordance with the pipe 6. ,,.. ,.. ,.. � ,�. � ,::' . �► • _:: ..... . .,R � ,,, , P P 9 Scotts Osmocote Plus 15-9-12 in the twelve (12) month release formulation shall ,. ; . ,�-_, . > ,. . . , . ; .. ,... ::.. :. . .�. : . _ ..� :. .: . . . .:: ._ . , _:. .:. ... , 4 �,. - . . . . � - - � �>«:: :: :: :..::::.... --- ' ��. � ck hall be installed at all chan es in � �• -: �. , , ,,. ...: •_ , .. _ - • 9 be a lied to alms at a rate of five 5 cu s er one hundred 10Q s uare feet � << .:.. :... . :.:.. �; ; , _ ,.: ; .... f.,. � - _. PP P � ) P P � ) q �, ___ TREE TO B� R�MOV�#� REFER�NCE ° , �, . ; _... ._ _. .. - ;, ....... ..,.. ..;: >: :: •- _. _. ... _.__. _ _. . _ � ;: _ .. , .. . >. , .: ,:� .,..... ,. . ;; >:; >� > � es aind end ca s on the Mainline. :. � ;., ,.; ;�,. ,. ,�,.�. „� , ,.,, ,,_ ;_: ,;, „,:,. ,;:,. :,: direction, reduction in pipe size, valv , p of alm cano . One 1 cu e uals iwo hundred fi 250 rams of Osmocote `` FLEXIBLE STANDAND DEVE�OPMENT �,.�� ; .. �� , .. ,:. .. .._. . ,�, ,, ;, .,�_ E.. : :: f � � ( ) P Q ftY ( ) 9 _.-_ ' , -----� < , . ,�... S� r< � , : � p � ... Q` ., , > e - - , , , , .,_: � ;' . , COMMENTS BY RICK ALBEE - : , {,; ;; " 29. Irrigation Syste esigned de purpl Plus 15 9 12pertilizer. T , ,; - � < ; .. � ,:_ ;' .. ; � �: .... J� , , _ , ' _ ,... ........ ... -. ; �.. .�. ,: , 4: ,�i marking caps for al�l valve bo es, valvesmqu�i k ctouplersehoserb bs anld spray or ,: � >_ ; .;, . :.,< ,: �; a � � ... �: , � , rotor heads. Pur p 420 SQ. FT, INTERIOR LANDSCAPE-5/o fi � `i ple pipe is not required b�ut acce table for installation. Rainbird OPTIONAL FERTILIZATION TECHNIQUES . . ,.. , .,; , ' SRAZILIAN P P ER TREE ' '�. ,.,.. ; ` R ,,* � < i PESB-PRS-D zone valves with self cleaning scrubber shall be used on all systems : ' �;, . > ' TO BE REMOVED~ ` °"' .... :. '� ': '� connected to Reclaimed Water. 1. The Contractor may substitute Scotts Agriform 20-10-5 Planting Tablets Plus ..; _ X,� .; . � ° " be ... .... ��ND OF SOLID FENCE ..... _...... ' , ...,,.:. � ,; �� ,: _ - - Minors for fert atio of ees and lar e conta ners The a lication rate shal .__. : , , 9 � P -:.... > ; ; ... ,. ,,.._,. , .:. ... .�. .. `�� ' < ` � , three (3) twenity-one (21)tgram tablets per inch of caliper. Use Manufacturer'sl ; . , ..,.... ; , < , ,;: , ; . , ,: ' "°- I�RAZILIAN PEPPER TREE TO BE REMOVED J °°�� _ ; °° for palm et applicat . notify � 5.00' UFFER "F'' .... : : :• ` (TAEE MIS-IDENTIFIED ON SURVEI� <' `� °: _ - s ape A the election to use fertilizer tablets pr or t ,. : ; o substantial .._.... ; ; t t - .... ' ,:.> `. . co e ion in c ion. _ , ; .....,. ' ' 1 PAL TO BE REMOVED I�EFERENCE ; ..... .: ; , . :, ,: °- ' ' ` 789 SQ. FT. INTERIOR LANDSCAPE-9%D OMMENTS BY RICK ; 2• Sodded or seeded areas over one half (0.5) acre may be fertilized (at contractor's ' �..._. .... ..... ...... SOLID FErVCE choice) with a quick release granular fertilizer with the formulation that delivers ,.....:.. ... : . .....,... , ....... , ; >: ; ,.. ; , . .._ , , ., ; . � ..... .,,... . . ,., = , ...... , ....._ ; three and one half (3 5) pounds of nitrogen, one half (0 5) pound of phosphate ; ;:' ... . ne and one hal (.5) pounds of potash per one thousand (1000) squar <:;,, _... , ; e _....... and o f 1 ...; , ; ° feet ,: : < , ... ,... PLANT MATERIAL SCHEDULE _..... _ . _ _ _..... _ ... ` CODE QTY ': BOTANICAL NAME ;; COMMON NAME !SPECIFICATION ; SPACING HIB 28"":HIBISCUS ROSA-SENENSIS HIBISCUS 3 GAL., 24-30" HT., HEAVY 3' O.C. : , ..,,,. _...._ ,,,:, .. . __,:: _ _ <:. ,._. _... _.. ,. _. : IC 6:ILEXCASSINE'TENSAW' ;;DAHOON HOILLY'TENSAW' 10'HT. X4-5'SPD., 2.5" CAL. AS SHOWN ' _...__ __ _ .._ ___ - __ . _... _. _ _... _...... ,_ .. _ _....... INS 3`ILEX'NELLIE R. STEVENS' ;:NELLIE STEV'ENS HOLLY 7 GAL., 3' HT., 2' SPD. AS SHOWN , , _._.........._........._......_ ......................_...._._..__._.............._.::..._....__.._.__............._........_..........._....................._.............................................................._..........................................................................................................._.....__...:.....__..._...__..............._...._._ , < ___ .................._.._ . ........._.._...._........... JP 425°'JUNIPERUS PARSONII PARSON'S JUNIPER <1 GAL., 10-12" SPD. €2' O.C. - _,, . _.. _. _. < _..._ ___. ...... _ . _ ._. _ _ _ __ _.._. . : ;' LIN 2;LAGERSTROEMIA INDICA'NATCHEZ' CRAPE MYRTLE'WHITE' ;10' HT. Xb' SPD. 2" CAL. AS SHOWN < ]ACOBZIMMERNWN, RLA _.... __. _.. , _. _... _.. _ _. > LMG 158 LIRIOPE MUSCARI 'EMERALD GODDESS' ; GIANT LIRIOPE 'EMERALD GODDESS' 1 GAL 10" HT. X 10" SPD 18" O C REG. NO. FL LA o00�653 ....,.. ... _....... _ .:. , _ ..... _ _,,,.. ..:. ,,, .... ........ _._,,.,. ......... ........ < .,.,:: ....,... - _..... ..... .: _:::: . QV 11 QUERCUS VIRGINIANA ;LIVE OAK 12 HT. X4 SPD. 2 5 CAL AS SHOWN ; LANDSCAPFARCHITECT � ; ___ _ _ _ _ _ _ RI 85 RAPHIOLEPIS INDICA'WHITE' ;DWARF INDIAN HAWTHORN 3 GAL 15" HT X 18" SPD UENSE 2.5' O C. � ; SAR ' 66 SCHEFFLERA ARBORICOLA ;'DWARF SCHEFFLERA !:3 GAL., 24" HT., FULL 3' O.C. 1� = ZO� __ _.. _ . _........ _ ; .... ......... ,_:::.. , ::.:.: ..... ......... ........ ......_ ..... ......... ......... ;, SP 6 SABAL PALMETTO CABBAGE Pi4LM 12' G T. AS SHOWN ' ;� ..... ...... ._.,,:::. ..._ ,::,::::: ....,,_.,.. . _.._ . ..._... .:::::::, .::.::.:,: _...::.:: ........ ........ ,....,,,, .,,,.._. .....__ .... ..::.::.. :' ;� r `DWARF CONFEDERATE JASMINE ;;1 GAL., 10-12" SPD. 18' O.C. ; ° N� R T H TJN !i 445 TRACHELOSPERMUM ASIATICUM 'MINIMA' > ; _ _. _. , ;' UP 7 ULMUS PARVIFOLIA ALLEE' ALLEE ELM 12' HT X' SPD , 2 5 CAL AS SHOWN i � � i VA._:::.:. _ .. _ _._ .. - .::. _ _ .:: _ _ .... _ _ ..., _ .::: .... ' 230 VIBURNUM AWABUKI ;MIRROR LEAF VIBURNUM 3 GAL 24 HT. X20 SPD 3' O C t - .._._... _...... _ ... _ > _. __. _ _. . _ _ ........_ _. ... ,' < � 1 � ZD 0 0 ..... .... . .-- - -... . ........ .... < �t ZFU 20 ZAMIA FURFURACEA 'CARDBOAR� PALM 7 GAL., 24" HT. X30" SPD. AS SHOWN 'f'J�/�� . z. 3• 4• � � � � � � �i � � w � � a � � � i � I � z o � � M W M C � z ~ Q � a � � � M • M a � � � � � � C z . � � Q a � � � A a z 0. � � � � � w � � w V � � � � � � w � �� V w Q � Q � /\ � � / �� /\ � /� /� ��/ � � Q .� � � � w � � �Q � � � Q �w � � z� r r � RFVISIONS: DRAWN BY: IAZ DATE: 5/3h i -t�o�3 LANDSCAPF PtAN � • � � v � a � a � � � � 0 � a m 2 � 0 N � � .� O V � TREE LEGEND � EXISTING OAK TO REMAIN 1 EXISTING PINE TO REMAIN 0 EXISTING PALM TO REMAIN � EXISTING TREE TO BE REMOVED (TYP.) REMOVAL OF EXISTING TREES IS LIMITED TO (1) DEAD LIVE OAK TREE AT NORTH VEHICULAR ENTRANCE, (4) SABAL PALM TREES WITH LESS THAN 10' C.T., (1) QUEEN PALM, (4) DECLINING OAKS NOTED ON CITY COMMENTS, AND SEVERAL PROHIBITED TREES. NO REPLACEMENT TREES REQUIRED ON SITE. OWNER SHALL PRUNE AND REMOVE DEAD LIMBS FROM EXISTING TREES. NO EXISTING TREES WILL BE IMPACTED BY THE ADDITION OF PROPOSED UTILITIES. NO ROOT PRUNING/AERATION WILL BE REQUIRED. REMOVE (2)TRUNKS OF RECLINATA PALM AND ALLOW LOWER - STEMS TO REGENERATE : TREE TO BE REMOVED- REFERENCE �� DRC COMMENTS BY RICK ALBEE � BE REMOVED- REFERENCE COMMENTS BY RICKALBEE '�� M,qRs _ ._..... : H'� � � S TR � EE T . .. ,...,.... (40' RIGHT pF_WAY . .... ; ;.. � 1 TREE TO BE REMOVED- REFERENCE DRC COMMENTS BY RICKALBEE 2 PALMS TO BE REMOVED- REFERENCE DRC COMMENTS BY RICK ALBEE 3 PALMS TO BE REMOVED- REFERENCE DRC COMMENTS BY RICK ALBEE _ . . ... _. . . _. � � � A. i B � � II 0 � 6 0! _ 0 N � � .� 0 V � Y � o �°o �3 J Q V J c.i � � z m � w Q m F, O Z H w a > � � � V z O �z W m � � U a O � � O N r z � u� Z � CV T � � i� �'�1 � � .:� ► � �� r/ 1 , !�� 1 ,� .�..� i'�1 � •_ ! � I/� �: � � REMOVE ALL FRONDS. LEAVE 12" MIN. OF NEW FROND GROWTH. BUD TRUNK SHALL BE FREE OF SCARS, BURN MARKS, AND BOOTS. NOTE: STAKE ONLY THE FOLLOWING: 1. PALMS REQUIRING SUPPORT TO MAINTAIN A PLUMB POSITION. 2. PALMS IN POTENTIALLY HAZARDOUS SITUATIONS. CONTRACTOR ASSUMES RESPONSIBILITY OF INSURING THAT ALL PALMS ARE STAKED AND SECURED TO PROVIDE A SAFE CONDITION CONTRACTOR TO REMOVE TREE STAKES SIX MONTHS AFTER PLANTING UNLESS REMOVAL WILL CREATE UNSTABLE SITUATION. (NOTIFY LANDSCAPE ARCHITECT IMMEDIATELI� NO CURVATURE BEYOND THE MIDPOINT OF CLEAR TRUNK MIDPOINT OF CLEAR TRUNK 5 LAYERS OF BURLAP, 5 - 2"x4"x16" WOODEN BATTENS, CONNECTED WITH 2 - 3/4" STEEL BANDS. 2"x4" WOOD BRACE (MIN. OF 3) TOENAIL TO BATTEN. CONTRACTOR MAY MODIFY STAKING AS REQUIRED TO ACCOMMODATE FIELD CONDITIONS, WITH PRIOR WRITTEN APPROVAL FROM IANDSCAPE ARCHITECT � 3" MULCH LAYER � , � � �� . UNDISTURBED SOIL N�4TIVE SOIL BACKFILL. TIME RELEASE OSMACOTE ERTILIZER APPLIED AS PER MANUFACTURER'S RECOMMENDATION 1 SABAL PALM PLANTING DETAIL LS2.1 NTS � � � J J� J �� ,I �:�w �a��, +�+J J� J �� •� %) � ♦ J � ; �� r' , +� '� � ♦. � IJ ��1:�� 1� J�. j f�j�i� �� ,. �� . , . . J ��.�� f, , 6'-8'O.C. NOTES:1. STAKE ONLY THE FOLLOWING: A. TREES REQUIRING SUPPORT TO MAINTAIN A PLUMB POSITION. B. TREES IN POTENTIALLY HAZARDOUS SITUATIONS. 2. USE 2'ht2" STAKES FOR TREES 1" TO 2" CALIPER. � 2 � w _ J J a 2 W O CROWN SPREAD � � OTHER TREE STAKING SYSTEMS MAY BE ACCEPTABLEIF APPROVED BY LANDSCAPE ARCHITECT � � n l� APPROVED PLASTIC OR RUBBER GUYS 2" X4" WOOD STAKES DRIVEN AT ANGLE THEN TIGHTENED TO n VERTICAL. (MIN. 2 STAKES) � � (OPTIONAL 3 STAKES � PLACED AT 120 DEGREE ANGLE) � ALL ROOT BALL TIES TO BE CUT � AT TOP OF B&B TREE ROOT BALLS REMOVE OR CONCEAL TIES IN MULCH � � MULCH 2° FROM TRUNK 3" MULCH LAYER � ��-��- ' -��- — NATIVE SOIL BACKFILL BEDLINE � IIIIII OR PAVEMENT -�IIIIII��IIIIII��IIIIIIIIIIII�� UNDISTURBED SOIL EDGE ��—��— 3 TIMES THE WIDTH OF THE ROOTBALL 2 TREE PLANTING DETAIL LS2�.1 NTS OSMACOTE TIME RELEASE FERTILIZER APPLIED PER MANUFACTURER'S RECOMMENDATION MINIMUM 2" x 2" VERTICAL WOOD STAKES WITH MINIMUM 1"x 4" HORIZONTAL WOOD MEMBERS OR APPROVED SUBSTITUTE TREE PROTECTION BARRIER SHALL REMAIN IN PLACE UNTILALL CONSTRUCTION ACTIVITY IS TERMINATED BUT PRIOR TO LANDSCAPE INSTALLATION. THE AREA WITHIN THE BARRIER LIMITS SHALL REMAIN UNDISTURBED BY ANY ACTIVITY DURING CONSTRUCTION. NATIVE GROUNDCOVER AND UNDERSTORY VEGETATION EXISTING 3'-0" WITHIN THE BARRIERS SHALL REMAIN THROUGHOUT CONSTRUCTION. EXOTIC PLANT SPECIES MAY BE REMOVED PROVIDING WRITTEN CONSENT IS OBTAINED FROM THE COMMUNIIY DEVELOPMENT 1'-0' 2/3RD DISTANCE OF COORDINATOR. PLANT SPECIES REMOVED WITH THE CONSENT OF THE COORDINATOR MAY BE REMOVED EXISTING TREE DRIPLINE ONLY BY MANUAL IABOR UTILIZING HAND TO�LS OR BY OTHER APPROVED METHODS. OR FULL DRIPLINE OF ALL PALMS AND PINES PRIOR TO THE ERECTION OF ANY REQUIRED PROTECTIVE BARRIER, ALL SURFACE FOREIGN MATERIAL, TRASH (ADJUST BARRICADE LOCATIONS OR DEBRIS SHALL BE REMOVED FROM THE AREA TO BE ENCLOSED BY THE BARRIER, AND AFTER ERECTION AT EXISTING HARDSCAPE LIMITS) OF THE BARRIER NO SUCH MATERIAL OR LITTER SHALL BE PERMITTED TO REMAIN WITHIN THE PROTECTED AREA. NO EQUIPMENT, CHEMICALS, SOIL DEPOSITS OR CONSTRUCTION MATERIALS SHALL BE PLACED WITHIN DISTANCES ALSO APPLY TO THE PLACEMENT OF SUCH PROTECTIVE BARRIERS. UNDERGOUND UTILITIES. UTILITIES WITHIN TREE PROTECTION BQ►RRICADES TO BE INSTALLED VIA NO SIGNS, BUILDING PERMITS, WIRES OR OTHER ATTACHMENTS OF ANY KIND SHALL BE ATTACHED TO ANY SUBSURFACE BORING PROTECTED TREE OR PALM. 5 TREE PROTECTION DETAIL LS2.1 N.T..s � � � � �� , . i" ' S . �� NOTE: CENTER TO CENTER SPACING (OC) VARIES FOR DIFFERENT PLANT SPECIES. SPACE EACH VARIETY OF PLANT EQUALLY IN PLANTING AREAS rKEEP MULCH 6" AWAY FROM BUILDING I WALL BUILDING WALL �MULCH y � MIN. 18" FROM BUILDING WALL TO EDGE OF PLANT •.�: cS.?S.?S.?S.?S.?S. MIN. 18" FROM � ' EDGE OF BEDLINE TO EDGE � � � � � � OF PLANT. CURB � MULCH � � SHRUBS AND GROUNDCOVERS ADJACENT MIN. 18" FROM BACK OF CURB TO EDGE OF PLANT– TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED SHRUBS AND GROUNDCOVERS ADJACENT EDGE. TO STRAIGHT EDGES SHALL BE TRIANGULAR SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE. � SHRUB AND GR�UNDC�VER LAY4UT DETAIL N TS tJ i- 9 4 q �? 1. p. ' ' ` LIMB PRUNING WHEN PRUNING LATERAL BRANCHES OF PROTECTED TREES, THE PROPER PRUNING TECHNIQUES AS INCORRECT CORRECT INCORRECT CORRECT DESCI�IBED HEREIN, MUST BE FOLLOWED. FLUSH CUTS (CUTS THAT REMOVE THE BRANCH COLLAR) AND STUB CUTS (CUTS THAT LEAVE A STUB ON THE TREE) ARE IMPROPER PRUNING TECHNIQUES. ANY TREE THAT HAS BEEN IMPROPERLY PRUNED WILL NOT BE RECOGNIZED AS A TREE LEFf ON THE PROPERTY IN A HEALTHY GROWING CONDITION; AND THEREFORE WILL NOT BE UTILIZED TO MEET TREE REPLACEMENT RE�UI�iEMENTS. THINNING PRUNING TREES SHALL NOT BE TOPPED WITHOUT THE APPROVAL OF THE COMMUNITY DEVELOPMENT COORDINATOR. PROPER THINNING REMOVES OR REDUCES NEVER TOP A TREE. PRUNE IT TO THE LENGTH OF SOME BRANCHES FROM ALONG RETAIN ITS NATURAL SHAPE. ROOT �RUNING THE MAIN BRANCHES. IMPROPER THINNING WHEN THE CRITICAL ROOT ZONE WILL BE DISTURBED, AFFECTED ROOTS MUST BE SEVERED BY CLEAN REMOVES ALL INTERIOR BRANCHES. DO NOT NOTE: ORNAMENTAL OR SPECIAL PRUNING, IF PRUNIfVG CUTS AT THE POINT WHERE CONSTRUCTION IMPACTS THE ROOTS. ROOTS CAN BE PRUNED BY REMOVE MORE THAN 30% OF FOLIAGE ON SPECIFIED, IS TO BE AT THE DIRECTION OF THE UTILIZIING TRENCHING EQUIPMENT DESIGNED FOR THIS PURPOSE OR BY HAND DIGGING A TRENCH AND PROTECTED TREES. LANDSCAPE ARCHITECT. PRUNIfVG ROOTS WITH A PRUNING SAW, CHAIN SAW OR OTHER EQUIPMENT DESIGNED FOR TREE PRUNING. ROOTS LOCATED WITHIN THE CRITICAL ROOT ZONE THAT WILL BE IMPACTED BY CONSTRUCTION MUST BE PRUNED TO A DEPTH OF 18 INCHES BELOW THE EXISTING GRADE OR TO THE DEPTH OF DISTURBANCE IF LESS THAN 18 INCHES FROM THE EXISTING GRADE. WHEN UNDERGROUND UTILITY LINES ARE TO BE INSTALLED WITHIN THE CRITICAL ROOT ZONE, THE ROOT PRUNING REQUIREMENTS MAY BE WAIVED IF THE �� LINES �,RE INSTALLED VIA TUNNELING OR DIRECTIONAL BORING AS OPPOSED TO OPEN TRENCHING. � 7 c u � SPREAD � � MULCH 2" FROM STEMS 3" MULCH LAYER -��-�� 1��=��- OSMACOTE FERTILIZER AS = = =IIIIII- PER MANUFACTURERS =IIIII = NATIVE SOIL BACKFILL RECOMMENDATIONS IIIIII=I11��=i��ii�=��—��-��IIII=IIIIII -111111=111111=111111=111111=111111=11�_ IIIIII-IIIIII-IIIIII UNDISTURBED SOIL 3 TIMES WIDTH OF ROOTBALL 4 SHRUB & GROUNDCOVER PLANTING DETAIL LSL.2 NTS TREE PRUNING DETAIL N.T.S. � � V � � 0. � ++ � � � � � � Q w � � z o � � � W M G � Q � � � � � M • M � � � � V � � � z0. Q � � �� A � 6 � � � � w � � w V � � �■ � � � w � � � � � V w Q � � � � � � Q Q � z - � � ^� � �.�J Q � � � Q � w � � Z V � r- d' r REV1S10NS: �. 2. 3• 4• DRAINN BY: lAZ IACOB ZIMMERMAN. RLA DA.�: 5/3/� RFG. NQ. FL LA 000i 653 LANDSCAPE ARCHITECT 1 ,� O ,' � � �,....--- LANDSCAPF . DFTAILS �/�� , 2.� � Planner: Ellen Crandall CDB Meeting Date Case Number: Agenda Item: Appellant: Agent: June 21. 2011 APP2011-00004 E. l. Ashley Furniture Todd Pressman CITY OF CLEARWATER PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT GENERAL INFORMATION: REQUEST: An appeal of an administrative interpretation of Section 3-1806.B.1.h., Community Development Code, with regard to from where the 14-foot measurement of a freestanding sign at an elevated intersection is to be measured. BACKGROUND: A Comprehensive Sign Program application for Ashley Furniture (24244 US Highway 19 N.) was submitted on February 11, 2011. Comments and responses with revised plans were exchanged between Planning and Development Department staff (Staffl and the applicant and a Development Order was prepared. However, at a meeting between Staff, the property owner, and the owner representative, Todd Pressman, to discuss the Comprehensive Sign Program application on Wednesday, May 4, 2011, Mr. Pressman requested that the height of the elevated sign be measured from the guardrails rather than the crown of the road. At the meeting several of the signs in the Comprehensive Sign Program were discussed, however conclusions were not given at the end of the meeting. Subsequently, Staff inet with the Department Director, Michael Delk, to discuss Mr. Pressman's requested interpretation as presented at the meeting. On May 6, 2011, an email was sent by Ellen Crandall to Mr. Pressman informing �him of decisions made regarding the requested signs for the Comprehensive Sign Program. On a return email Mr. Pressman asked if he should follow up with the Engineering Department in regard to; . his interpretation of from where the height of freestanding signs at elevated intersections should be measured. In response, an email was sent by Mrs. Crandall which stated that the heighf of a freestanding sign on an elevated roadway is measured from the crown. of the road and not.from any other feature. A copy of the entire email conversation is attached to this staff report. ANALYSIS: A formal request for an interpretation of the Code was not. submitted, and the appeal is based upon the email conversation from May 6th to May 9th, 2011. This appeal is not associated with the Comprehensive Sign Program application submitted for Ashley Furniture, nor any specific property or parcel of land. Section 3-1806.B.1.h., Community Development Code (CDC), is applicable to this case as follows: 0 3-1806.B.1.h. Fr•eestanding signs at elevated intersections. Sites which fr•ont on an elevated roadway (ineluding US 19 and McMullen Booth Road) having limited visibiliry are permitted one freestcrnding sign to a maximum of 14 feet in height above the crown of the road, as measured at the highest point of the roudway within the properry lines that are perpendicular and adjacent to the elevated roadway eicluding any service or frontage roads. The point of disagreement between the appellant's agent and Staff is regarding from where the 14-foot measurement of a freestanding sign at an elevated intersection is to be measured. Staff has measured the additional 14 feet from the crown of the road as shown in FDOT cross section drawings while the appellant proposed to measure the 14 feet from the guardrail. The Code specifically states that signs may be "a maximum of 14 feet in height above the crown of the road, as m�asured at the highest point of the roadway within the property lines ....". Please see Exhibit A for an example of a cross section of an elevated section of roadway. Roadway is not defined in the Community Development Code; however Code Section 8-102N states that any words and terms not defined herein shall have the meaning indicated by common dictionary definition. Merriam Webster defines roadway as the strip of land over which a road passes. The Cambridge Dictionary defines roadway as the part of the road on which vehicles drive. Crown is defined as "the highest part." Based on the clear Code provisions, the FDOT drawing and the common dictionary meaning of roadway and crown, Staff appropriately construed the provisions of the Code. It is noted that Staff has approved numerous signs at elevated intersections in a manner consistent with Staff's interpretation of the Code; all without any question as to from where the additional 14 feet of height was to be measured. These include CSP2010-07002 approved for Wal-Mart at 23106 US Highway 19, CSP2009-000014 approved for Lueken's Liquor at 23055 US Highway 19, CSP2004-12009 approved for Sam's Club at 2575 Gulf to Bay, CSP2008-04013 approved __ for Harbor Square at 24139 US Highway 19, and CSP2006-07Q08 approved for LA Fitness at US Highway 19. APPEAL PROCESS: An appeal from the above interpretation decision was filed on by Todd Pressman on May 10, ___ 201 l, consistent with the timeframe established for an appeal to be initiated in Seetion 4-502.B., ". -�-� `: CDC. Pursuant to Section 4-SO1.A.1., CDC, the Commtznity Development Board (�DB) has the ° .-- authority to hear appeals from administrative interpretations = � Pursuant to Section 4-504.A., CDC, the CDB shall review the application, the recommendation = of the Community Development Coordinator, conduct a quasi judicial public hearing on the application, and render a decision in accordance with the provisions of Section 4-206:D.5., CDC, granting the appeal, granting the appeal subject to specified conditions, or denying the appeal. It is noted that pursuant to Section 4-504.B., CDC, in order to grant an appeal, overturning or modifying the decision appealed from, the CDB shall find that based on substantial competent evidence presented by the applicant or other party that each and every one of the following criteria are met: 1 2 � The decision appealed from misconstrued or incorrectly interpreted the provisions of this development code; and The decision of the CDB will be in harmony with the general intent and purpose of this development code; and The decision of the CDB will not be detrimental to the public health, safety and general welfare. Prepared by Planning and Development Department Staff ATTACHMENTS: Exhibit A Resume �/ ` /, I I � - -- Ellen Crandall, Planner II 0 O ❑ Exhibit "A" Ellen Crandall 100 South Myrtle Avenue Clearwater, FL 33756 727-562-4836 ellen.crandall(u�mvclearwater.com PROFESSIONAL EXPERIENCE ■ Planner II City of Clearwater, Clearwater, Florida May 2010 to Present Duties include performing the technical review and preparation of staff reports for various land development applications, the organization of data and its display in order to track information and provide status reports. Planner I City of Clearwater, Clearwater, Florida December 2009 to May 2010 Assist public customers at the Zoning Counter. Review Building Permits, Sign Permits, Business Tax Receipts, and Landscape Plans as well as Comprehensive Sign Program Applications, and Flexible Standard Developments. Regulate growth and development of the City in accardance with land resource ordinances and regulations related to community development. Interdepartmental and zoning assistance. Respond as a City representative to citizens, City officials, and businesses concerning ordinances and regulations. Make recommendations and presentations at staff level at various review committees, boards, and meetings. ■ Community Planner Bradford County, Towanda, Pennsylvania January 2008 to May 2009 Coordinates with the 51 municipalities in Bradford County and assisted them in writing Comprehensive Plans, developing ordinances, and general public and municipal education on zoning, land use, and ordinances. I developed a comprehensive Zoning Lexicon that included zoning maps, districts and definitions for all municipalities with zoning ordinances. Assisted in the County Parks Plan and in developing a comprehensive Park's book listing all the parks in Bradford County_ I assisted mapping the natural gas wells as well as printing maps and parcel� data for the gas companies:� ■ Intern Pennsylvania Geologic Survey, Middletown, Pennsylvania May 2006 to September 2006 Scanned geologic maps, updated documents and assisted in general o�ce tasks. EDUCATION Bachelor of Science, - Major: Geography, - Minar: Art, - Certificate: Geo�aphic Information S, s�tem SHIPPENSBURG UNIVERSITY, Shippensburg, Pennsylvania _ _ - ISA, International Society of Arboriculture, Certified Arborist - LEED Green Associate, Currently pursuing m i Planning Departrnent 100 South Myrtle Avenue '.' ��l�� Clearwater, Fiorida 33756 Q Telephone:727-562-4567 � .� Fax:727-562-4576 �.'_'r^`'"f � ,�'��, ❑ SUBMtT ORIGINAL SIGNED AND NOTARIZED APPLICATION ❑ SUBMIT 12 COPIES OF THE ORIGINAL APPLICATION ❑ SUBMIT APPLICATION FEE $ V CASE #: DATE RECEIVED: RECEIVED BY (staff initials): �M�r�'�{, ^j ._ . .. f APPEAL APPLICATTON -='- Level One and L.evel Two Reviews (Revised 03/29/Ol) ^'YL�t1J� 1 I I"D VIC t"1�11V 1^' APPLICATION/NOTICE OF APPEAL (Code Section 4-502.A & B) An appeal of a level one approval (flexible standard) may be initiated by a property owner abutting the property which is the subject of the approval within seven days of the date the development order is issued. The filing of an application/ notice of appeal shall stay the effect of the decision pending the final determination of the case. An application/ notice of appeal of appeal of any decision of the city, as provided in Section 4501, may be initiated by the applicant or any person granted party status within 14 days of the decision. Such application shall be filed with the city cleiic in a form specified by the community development coordinator identifying with specificity the basis for the appeal and accompanied by a fee as required by Section 4202.E. The filing of an applicatioN notice of appeal shall stay the effect of the decision pending the final determination of the case. A APPELLANT AND AGENT INFORMATION: Ashley Furniture APPELLANT NAME: MAILINGADDRESS: Plea�e uSe auent Please use agent PHONE NUMBER: PleaSe USe lgerit FAX NUMBER: Todd Pressman, President, Pressman & Assoc., Inc. AGENT NAME: P.O. Box 6015, Palm Harbor, Florida 34677 MAILING ADDRESS: PHONE NUMBER: 727-gO4-1760 FAX NUMBER: B. APPEAL INFORMATION CHECK THE SPEC I�C A�PPEAL: Apneals to the Com Develonment Board 0 Orders, requirements, decisions or determinations made by an administrative official in the administration of the �^ development code, except for enforcement actions. "Ll Administrative interpretations of the development code ❑ Level One (Ffexibte and Minimum Standard) approval decisions ❑ Denials of any permit or license issued under the provisions of this Code ADDRESS OF SUBJECT APPEAL (if applicable): SPECIFIC CASE NUMBER TO BE APPEALED (if applicable): 5/9/11 DATE OF DECISION: 1-888-977-1179 Aaneafs to a hearina officer ❑ Decisions of the community development board regarding level iwo approvals ❑ Decisions of the community development board regarding level one approvals ❑ OTHER (as allowed by Code) Pnt f� '4K P(eVa�°c( '�`oad ti�siY. Paae 1 of 2— Anneal Annlir.atinn !I aval nna an�i I aval Twn RaviPwcl— C:itv nf ('laarwatar kP� C. BASIS OF APPEAL: Explain in detail the basis for the appeal. Use additional sheets if necessary. The issue revolves around how high a sign can be when there is an elevated roadway adjacent to the properly in ques i. c i - ... . v vi i i i' i' pe ' , e high� t�oint of the roadwa�..." The main thrust and ole Ll }�ose of the code section is to allow sites that have suffered a tremendous loss of visibility to the main arterial roadway be allowed to have signage that brings them to par with other properties not suffering the same difficulty. The purpose of the code section is to make those prope ies w o e as compare o o er non-a ec e si es. o, w en e co e rea s an is speci ic o e: ,�HI ,� , se 1nOthPr 1 5' nr �' nn PithPr sicle nfthP rna� Withnnt reenuni'�ina the 1 5' nr �' acic�itinnal heiaht nf lncc viCihility results in not allowing a"fix" for those sites that have been damaged - as compared to other sites that do not have to rise above the additional height problem. The code section is specific to measuring to the "highest point" of the roadway. ertai y e arners or parapets must e a part o t e roa way. e motonsts or passer s- y a ong the mai , , r para n. D. SIGNATURE: I, the undersigned, acknowledge that all representations made in this application are true and accurate to the be�oLm�LknQwigd�g �_ ,,,��,,, �=o�""� ��e;': BHARTI PATRAWAI • �: � Notary Public - State of :•, „•_ :v; +or; My Comm. Expires Oct 1 '%',; oF F��p'� C�mission # DD 93 � ,�,,,.��' - of prop�rty,dwner �r representative STATE OF FLORIDA, COUNTY OF PINELLAS Sworn to and s�bscribed before me this �� day of — a - A.D. 20� to me and/or by a lri G�Y1 who is personally known nas �ar�d�uc ✓� . �-i v cy � S �..� c t,� � � as / , � ..�,,,i - T Notary public, My commission expires: DepartmentlApplication Formsldevelopment reviewlAppeal Application.doc Q Oricina! Receiv�� ,t nv i � ?`11i Pl��n�� J�v�i��nt Page 2 of 2— Appeal Appiication (Level One and Level Two Reviews)— City of Clearwater � ., CITY OF CLEARWATER �- ¢ AFFIDAVIT TC? AUTHClRIZE AGENT ^" -�- o� PLANNiNG & DEVELOPMENT SERVICES ADMiNISTRATION q�i',{�p.�' 1.1tiNIClPAL SBRVICFS BUILDI��G, !�Q SQUTH RfYRTLE AV�'�UE, 2" FLOOR PHO� lE (72n-562-4�61 FAX (72�) 5G2-�l57fi Ashley Fumiture Industries, Inc. (Name of e1 property owrtcrs) 1. That (i am/we are) the owner(s) and record titie holder{s) of the following described property: See Exhibit A attached hereto (dddress a Gmeral Locatbn) 2. That this property constitutes the property fot which a request for a: appeal of interpretation regarding signage (Nature of reouqt) 3. That the undersigned (has/have) appointed and (doesldo) appoint TDdd Pressman of F'ressman & Associates 3a thisAheir) aganas) tn nxrme arhr ptrUtions or oVter dneumenu necessaiy to artect sucA pevtian; 4. That this affidavit has been executed tn induce the City of Ctearwater, F(orida tn consider and act on the above described property; 5. ihai (l/we), the undersigned authority, hereby ceriify that #he foregoing is true and correct. Ashley rniture Industries, Ir�c. PropeR�/ � : Ti�e:�� P...-��t.,.��ZA"'�. MU�, STATE OF ,c.�c�-3�-u-�-� CoulmoF ��,r�.�iF..C-C.G.tiL " {� �a c.x�..,"� � .�n.c� Beiore me the undersigned, an officer duy commission d by the taws o the State of � , pn thts � day of - � , �: // yersonally appesred j��- � who having been first dufy swom poses and says thatfie/she fiufly undersfands the tontent �fthe affidav5 ihet he/she signed. My Commission Expires: � J/'� /v� C? t.� / 3: appli�ation iwrtWdevdopment review/A18davA to Authorize�Ayant (,Z,w�t� �• � ��.G F] a Publi ��::.� `-' � .� �. Frr�m: <EIIen.Crandall@MyCiearwater.com> Su�aject: RE: 24244 US Hwy 19 - Ashiey Furniture - CSP2011-02006 ��t�: May 9, 2011 10:58:49 AM EDT %: <todd@pressmaninc.com> Mr. Delk was included in the discussion that came to the resolution that freestanding signs on US 19 are to be measures from the crown of the road. From: todd@pressmaninc.com [mailto:todd@pressmaninc.com] Sent: Monday, ;May 09, 2011 10:19 AM To: Crandall, Ellen Subject: Re: 24244 US Hwy 19 - Ashley Furniture - CSP2011-02006 Thanks. I assume I'd follow this up with Delk in regard to an interpretation? Todd Pressman, President, Pressman & Associates, Inc. Todd(a�Pressmaninc.com 727-804-1760 P.O. Box 6015 Palm Harbor, Fl 34684 Fax, 1-888-977-1179 On May 9, 2011, at 9:43 AM, <Ellen Crandall�MvClearwater.com> wrote: Good morning Mr. Pressman, The code is very clear in stating that a sign may be "14 feet in height above the crown of the road" (Section 3-1806.B.1.h.) and for other signs along US 19 staff has been consistently measuring from the crown of the road and not from any other feature. However, the point brought up is valid and is something we may consider for future sign code changes, but due to the clarity of the code and the policy of staff we cannot offer you anything other than 14 feet above the crown of the road for your freestanding sign on US Highway 19. Ellen Crandall Planner II City of Clearwater From: todd a�pressmaninc.com [mailto:todd@pressmaninc.com) Sent: Friday, May 06, 2011 4:44 PM Qric�ir�al t��ceive;i To: Crandall, Ellen Subject: Re: 24244 US Hwy 19 - Ashley Furniture - CSP2011-02006 �.�'� 1 0 2011 i='��?�9t� �x ��'V�;�JuC°'�'�`st