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PSP94-21; CSP94-21; SUB95-05; PSP94-19PSP94-21; CSP94-21; SUB95-05; PSP94-19 1880 BELCHER RD N WALGREENS; BELCHER & SUNSET POINT SPFC94 AVM ps ,y CITY OF CLEARWATER / D v . Interdepartment Correspondence - -?3A TO: Cyndie udeau, City Clerk FROM: Allen V. Mah ,Coordinator, Central Permitting SUBJECT: Certified Site Pla for'Walgreens;?Belcher & Sunset Pt. Road`PSP-94=21? COPIES: See List Below f DATE: February 13, 1995 / oAr S 6v_ v ?J The Development Review Committee at its nice ' g of September 22, 199 approved the above described site plan/ amendment subject to the following conditio s: 1. A fire hydrant assembly shall be inst ed not more than 300 ft. from the structure. 2. If structure requires or has installed automatic fire sprinkler system, a Fire Department connection shall be installed with a minim of 15 ft. from the structure, adjacent to a paved driveway and within 30 ft. of a fire hydrant as mbly. 3. Prior to certification, the Dumpster Requireme Form must be completed and returned to the City Solid Waste Department. 4. Prior to certification, a copy of the SWFWM permit application is to be provided to Engineering Site Plan Review. 5. Prior to issuance of a building permit, a copy of t e approved SWFWMD permit is to be provided to Engineering Site Plan Review. 6. Prior to certification, the final site plan must be signed d sealed by a professional Engineer registered in the State of Florida. 7. A Pinellas County Public Health Permit, Ingress/Egress an a 10 ft, utility easement over the proposed water mains up to and including meters, backflow pr vention devices and hydrants are required prior to the issuance of a building permit. 8. Backflow prevention devices must be installed by the City with pplicable fees being paid by the owner. 9. Prkgr to certification, a Pinellas County driveway connection per 't will be required for new driveways onto Sunset Point Road and driveway modification on Belc er Road. 10.All a)dsting and proposed utilities are to be shown on the site plan for to certification. 11.Prior to certification, plans are to show 50ft. of adjacent topography and perimeter of site. 12.Sidewalks are required adjacent to all street rights-of-way to be shown n the site plan. 13.Handicap spaces must be adjusted to meet government standards. 14.Parking and/or driveways (placement of wheel stops) and the site plans s uld show the sign placement to the approval of the Traffic Engineer. 15.Dimensions to be shown on the plan to denote measurements for aisle parking stalls, entrances, etc. 19' depth. 16."One-way","Do Not Enter" and a "Stop" sign to be placed with all the connec points up to Belcher Road. 17.Prior to issuance of a building permit, a copy of the approved SWFWMD perm' shall be submitted to Environmental Management. 18.There must be free-visibility for one-wy area with all landscaping done. 19.Signs and fencing/walls are subject to separate review and permitting processes rComme ial plarevelopment. 1 i Certified as a true and correct copy. On September 22, 1994, the Development Review Committee approved a site plan for I Walgreens, Belcher & Sunset Point Road. Witness my haQA%and-l.he seal of the City of Clearwater, `rIe ,Odat on this 24th day of Februar As conditiods'a.,18. 1- &'?2?"have been met, certification' is std `egVto ` the following conditions ?`??.»???,?`•-•"• 19) Signs anWfencing/walls are subject to separate review and permitting processes as a commercial planned development. { 20) The requisite building permits must be procured within one (1) year from the date of certification of the final site plan and all requisite certificates of occupancy must be obtained within three (3) years of the date of certification of the site plan. 20. The requisite building permits must be procured within one (1) year from the date of certification of the final site plan and all requisite certificates of occupancy must be obtained within three (3) years of the date of certification of the site plan?rwith Pinellas County office records. 21. A Unity of Title shall be recorded prior to certification of the Site Planlwith Pinellas office (of) records. 22. The applicant shall contact Parks & Recreation for the required recreation/open-space assessment fee, which shall be paid prior to certification. There will be a 2% open-space assessment fee. Money instead of land 3.24 acres for whole site/lot (a work sheet was processed for this property). As conditions 1-18 inclusively and 21 & 22 have been met, please certify the attached plans subject to conditions 19 & 20 listed above and distribute as below. A VM/avm cc: Scott Shuford, Director of Central Permitting Rich Baier, City Engineer Chuck Warrington, Managing Director, Gas System Tom Miller, Assistant City Engineer, Environmental Ream Wilson, Director,Parks & Recreation Don Meerians, Assistant Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Lou Hilton, Senior Planner Steve Doherty, Zoning Section Supervisor Developer/Project Sponsor (3) Please call Bob Pierro, Avid Engineering, 789-9500,for pick up when certified. SUBJECT: DATE: CITY OF- CLEARWATER Interdepartmental Correspondence Vic Chodora, Building Official; Lou Hilton, Senior Planner; Rich Baier, City Engineer; Don Meerians, Assistant Traffic Engineer; Tom Miller, Assistant Director of Engineering,Environmental Group; Ream Wilson, Director/Parks and Recreation; . James Goodloe, Fire Marshall Allen V., Mahan, Coordinator, Central Permitting Certified.Site Plan for Walgreen's Drug Store, Belcher & Sunset Point(PSP 94-21) January 23, 1995 Attached is a copy of the above described amended site plan submitted on January 23, 1995 for certification. Please refer to attached copy of letter/ DRC final minutes addressing conditions of approval required by D.R.C. on September 22, 1994 for this amended site plan. If you find the revised site plan to be acceptable, please initial and date next to the applicable condition(s) on the attachment. If you do have an objection and/or recommendation, please comment below or attach your comments to this memo. Please return this SITE PLAN and memorandum to Allen V. Mahan, Central Permitting Coordinator, by Thursday, January 26, 1995 for final processing to the City Clerk for certification and distribution. Th?a(n1ks for your assistance. /avtn SP19521.avm??, // PD d Comments: (by whom and with date, please) MINUTES DEVELOPMENT REVIEW COMMITTEE City of Clearwater, Florida September 22, 1994 MEMBERS PRESENT: Scott Shuford - Chairman, Director of Central Permitting Lou Hilton - Representing Central Permitting Bob Perkins - Representing Public Works/Engineering/Utilities Mike Quillen - Representing Public Works/Environmental Mike Gust - Representing Public Works/Transportation Jim Goodloe - Fire Marshal Ream Wilson - Director, Parks & Recreation Department OTHERS PRESENT: Bob Pierro - Avid Engineering (Walgreen's) Ed Armstrong - Johnson, Blakely (Albertson's) Bruce T. Kaschyk - Tampa Bay Engineering (Albertson's) Michael Ross - King Engineering (The Grande) Harvey Ford - Attorney, Cohrs, McQueen & Ford (The Grande) John Hobach - JMC Communities (The Grande) John Powell - KEA (Morton Plant, CUP, Morritt) Alberto Baraybar - KEA (Morton Plant, CUP, Morritt) Susan C. Marx - Recording Secretary The meeting was called to order at 9:10 a.m. by Chairman Shuford in Conference Room "B". A motion was made to approve the minutes of September 7, 1994, DRC Meeting; passed unanimously. Item #1 Walireen's Drue Store WSP-94=21),tocated at the southwest corner of Belcher and Sunset Point Roads. The applicant proposes to construct a 15,525 sq. ft. Walgreen's Drug Store with a two-lane drive through for prescription pickup, and an attached liquor store. The Store is to be built on two parcels to be joined by annexation with an existing 1.24 acre incorporated parcel CPD zoning, and a 2.0 acre unincorporated parcel having a C-2 zoning, for a total of 3.24 acres. Pertinent comments from department representatives are incorporated into the remarks listed below. Fire Department A fire hydrant assembly shall be installed not more than 300 ft. from the structure. If structure requires or has installed an automatic fire sprinkler system, a Fire Department connection shall be installed with a minimum of 15 ft. from the structure, adjacent to a paved driveway and within 30 ft. of a fire hydrant assembly. Public Works/Engineering 0 10*1 1. Prior to certification, the Dumpster Requirement Form must be completed and returned to the City Solid Waste Department. 2. Prior to certification, a copy of the SWFWMD permit application is to be provided to Engineering Site Plan Review. N. Prior to issuance of a building permit, a copy of the approved SWFWMD permit is to be provided to Engineering Site Plan Review. D.R.C. Minutes 1 09/22/94 x 4. Prior to certification, the final site plan must be signed and sealed by a professional Engineer registered in the State of Florida. 5. A Pinellas County Public Health Unit Permit, Ingress/Egress and a 10 ft. utility easement over the proposed water mains up to an including meters, backflow prevention devices and hydrants are required prior to issuance of a building permit. 6. Backflow prevention devices must be installed by the City with applicable fees being paid by the owner. 7. Prior to certification, a Pinellas County driveway connection permit will be required for new driveways onto Sunset Point Road and driveway modification on Belcher Road. 8. All existing and proposed utilities are to be shown on the site plan prior to certification. 9. Prior to certification, plans are to show 50 ft. of adjacent topography around perimeter of site. Public Works/Transportation 1. Sidewalks are required adjacent to all street rights-of-way - to be shown on the site plan. 2. Handicap spaces must be adjusted to meet government standards. 3. Parking and/or driveways (placement of wheel stops) and the site plans should show the sign placement to the approval of the Traffic Engineer. 4. Dimensions to be. shown on the plan to denote measurements for aisles, parking stalls, entrances, etc. 19' depth. 5. "One-way", "Do Not Enter" and a "Stop" sign to be placed with all the connect points up to Belcher Road. Public Works/Environmental 1. Prior to issuance of a building permit, a copy of the approved SWFWMD permit shall be submitted to Environmental Management. 2. There must be free-visibility for one-way area with all landscaping done. Central Permitting 1. Signs and fencing/walls are subject to separate review and permitting processes. Commercial plan development. 2. The requisite building permits must be procured with one (1) year from the date of certification of the final site plan and all requisites certificates of occupancy must be obtained within three (3) years of the date of certification of the site plan. A Unity of Title shall be recorded prior to certification of the site plan with Pinellas County office records. 3. A Unity of Title shall be recorded prior to certification of the site plan with Pinellas County office records. 1. The applicant shall contact Parks & Recreation for the required recreation/open-space assessment fee, which shall be paid prior to certification. There will be 2% open-space assessment fee. Moncy instead A of land 3.24 acres for whole site/lot (a worksheet was processed for this property). Motion was made by Lou Hilton to continue to next DRC meeting, scheduled for October 13, 1994; seconded D.R.C. Minutes 2 09/22/94 / i . ti by Scott Shuford. Motion was approved unanimously. Item #2 Albertson's Food Store (PSP 94-07) Revised - Please discard previously routed site plan. Located at the northeast corner of Missouri Avenue and Lakeview Road. The applicant proposes to raze the existing vacant Sears-Roebuck Department Store building located at the Searstown Shopping Center, and construct a 49,000 sq. ft. supermarket with an attached liquor store of 4,000 sq. ft. - a total of 53,000 sq. ft. The Concept Plan also shows a proposed "Neighborhood Retail Building" of 12,000 sq. ft. attached to the south side of the supermarket. This building is proposed to be constructed at a later, unspecified date. As on the previous proposed site plan, there are two proposed outparcels. The first is at the southwest corner of the property where the former Sears auto parts/service building is located. It is proposed to raze the existing structure and construct a new 5,000 sq. ft. retail building on this outparcel. The second outparcel is at the northwest corner of the property and is presently utilized for parking. Pertinent comments from department representatives are incorporated into the remarks listed below. Fire Department 1. Fire Lanes shall be required on the east and west side of structure. These fire lanes shall be a minimum of 20 ft. wide and may not being closer than 10 ft. from the structure. This is in addition to any driveways presently proposed. Signage must be at 30' intervals. 2. If structure requires or has installed an automatic fire sprinkler system, a Fire Department connection shall be installed with a minimum of 15 ft. from the structure, adjacent to a paved driveway and within 30 ft. of a fire hydrant assembly. September 13, 1994 show pre-existing fire hydrants on the plans. Public Works/Engineering/Utilities 1. Prior to certification, the Dumpster Requirement Form must be completed and returned to the City Solid Waste Department. 2. Prior to certification, a copy of the SWFWMD permit application is to be provided to Engineering Site Plan Review. Public Works/Transportation 1. Prior to certification, a cross-parking/access easement linking the northern portion of the shopping center site and the Albertson's site shall be executed and a copy provided to the City staff for review and approval prior to execution, this easement shall include language specifying which spaces are to be jointly used by the site, along with the number of spaces involved. 2. Sidewalks are required adjacent to all street right-of-ways (to be shown on the site plans). 3. Handicap spaces must be adjusted to meet government standards. 4. Existing Lincoln Avenue sidewalks must have a walkway. 5. One way driveway at the curb line needs to be narrowed down with a "Do Not Enter" sign. Public Works/Environmental 1. Prior to certification, all required perimeter landscape buffers shall be dimensioned. Additional landscape area is needed on the Lincoln Avenue side of property. D.R.C. Minutes 3 09/22/94 TAKE A E=REAP;.... ...AND RECREATE! y PARKS AND RECREATION GENERAL OFFICE - 1143 _ BOX 4748 4622-50,1 CLEARWATER9 FL :4618 _ I 0'51195 C'.,7?'?i 001#904 nA ?? !TERR? H?.9hes too r - RCBAL $0.00 - OF' SPACE $14'97.00 MDSE ST S147,197.00 T??, ? X0.00 TA.,^ $0.00 X+TOTAL14??97.00 - CHECF, X14397.00 CHANGE $0.00 i.._., SPFC9421.AVM C i l7 7 6kW)V_t CA. CITY OF CLEARWATER Interdepartment Correspondence TO: Cyndie Goudcau, City Clerk FROM: Allen V. Mahan, Coordinator, Central Permitting SUBJECT: Certified Site Plan for Walgreens, Belcher & Sunset Pt. Road,-PSP`94_'21-\ COPIES: See List Below DATE: February 13, 1995 The Development Review Committee at its meeting of September 22, 1.994 approved the above described site plan/ amendment subject to the following conditions: 159 ` J, L , FEB 2 71995 CENTRAL PERMI-11ING CITY OF CLEARWATER 1. A fire hydrant assembly shall be installed not more than 300 ft. from the structure. 2. If structure requires or has installed an automatic fire sprinkler system, a Fire Department connection shall be installed with a minimum of 15 ft. from the structure, adjacent to a paved driveway and within 30 ft. of a fire hydrant assembly. 3. Prior to certification, the Dumpster Requirement Form must be completed and returned to the City Solid Waste Department. 4. Prior to certification, a copy of the SWFWMD permit application is to be provided to Engineering Site Plan Review. 5. Prior to issuance of a building permit, a copy of the approved SWFWMD permit is to be provided to Engineering Site Plan Review. 6. Prior to certification, the final site plan must be signed and sealed by a professional Engineer registered in the State of Florida. 7. A Pinellas County Public Health Permit, Ingress/Egress and a 10 ft. utility easement over the proposed water mains up to and including meters, backflow prevention devices and hydrants are required prior to the issuance of a building permit. S. Backflow prevention devices must be installed by the City with applicable fees being paid by the owner. 9. Prior to certification, a Pinellas County driveway connection permit will be required for new driveways onto Sunset Point Road and driveway modification on Belcher Road. 10.All existing and proposed utilities are to be shown on the site plan prior to certification. 11.Prior to certification, plans are to show 50ft. of adjacent topography around perimeter of site. 1.2.Sidewalks are required adjacent to all street rights-of-way to be shown on the site plan. 13.Handicap spaces must be adjusted to meet government standards. 14.Parking and/or driveways (placement of wheel stops) and the site plans should show the sign placement to the approval of the Traffic Engineer. 15.Dimensions to be shown on the plan to denote measurements for aisles, parking stalls, e trances, etc. 19' depth. ."One-way","Do Not Enter" and a "Stop" sign to be places{ with all the connect points up to elcher Road. 1 .Prior to issuance of a building permit, a copy of the approved SWFWMD permit shall he s bmitted to Environmental Management. 1 There must be free-visibility for one-way area with all landscaping done. 1 Signs and fencing/walls are subject to separate review and permitting processes as a commercial armed development. 20. The requisite building permits must be procured within one (1) year from the date of certification of the final site plan and all requisite certificates of occupancy must be obtained within three (3) years of the date of certification of the site plan. - 21. A Unity of Title shall be recorded prior to certification of the Site Plan. 22. The applicant shall contact Parks & Recreation for the required recreation/open-space assessment fee, which shall be paid prior to certification. There will be a 2% open-space assessment fee. Money instead of land 3.24 acres for whole site/lot (a work sheet was processed for this property). As conditions 1-18 inclusively and 21 & 22 have been met, please certify the attached plans subject to conditions 19 & 20 listed above and distribute as below. AVM/avm cc: Scott Shuford, Director of Central Permitting Rich Baier, City Engineer Chuck Warrington, Managing Director, Gas System Tom Miller, Assistant City Engineer, Environmental Ream Wilson, Director,Parks & Recreation Don Meerians, Assistant Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Lou Hilton, Senior Planner Steve Doherty, Zoning Section Supervisor Developer/Project Sponsor (3) Please call Bob Pierro, Avid Engineering, 789-9500,for pick up when certified. CSPR9421.A\'M CITY OF CLEARWATER. Interdepartment Correspondence TO: FROM C yndie Goudeau, City Clerk Scott Shuford, Director, Central Permitting to e SUBJECT:: Ming Ari eridir drit to the Certified Site Plan for Walgreen's at Belcher & Sunset Point (CSP 94- COPIES: See List Below DATE: August 4, 1995 The applicant has submitted a request for a Minor Amendment to the subject certified site plan. The amendment is to reflect changes to the width, alignment and marking of the driveways and minor changes to the location of utility services. Conditions of approval are as follows: Display of changes to the driveways and utility services on the site plan. As those revisions have been made to the certified site plan, this change to the certified site plan for the Walgreen's at Belcher and Sunset Point Road, last certified on February 24, 1995 is approved as a Minor Amendment as requested. Please certify the site plan and distribute as indicated below. Thanks for your assistance. SS/AVM/avm cc: Scott Shuford, Director of Central Permitting Bob Maran, City Engineer Michael Quillen, Water Resource Engineer Don Meerians, Assistant Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Lou Hilton, Senior Planner Steve Doherty, Zoning Section Supervisor Allen V. Mahan, Coordinator, Central Permitting De.veloper/Project Sponsor (3) Please call Bob Pierro, Avid Engineering, Tel. 789-9500, for disposition of their copies when re-certified. .vii ,;raw ? E du AUG 10 1995 EIVD CENTRAL PE?P-?*1l-s Ti'N G a 7 1995 CITY OF C,LEARWr° TER DEPT. h t AVID ENGINEERING, INC. 2708 Alternate U.S. 19 North, Suite 604 Palm Harbor, FL 34683 Ph (813) 789-9500 / Fax (813) 784-6662 LETTER OF TRANSMITT /V TO: Louis R. Hilton City of Clearwater Central Permitting Department q 10 South Missouri Avenue Clearwater, FL 34618 O PCi FROM: Bob Pierro? SUBJECT: 7al eens!at Sunset Point Road & Belcher Road PSP..94-19 LUP 94-29 & A 94-21 AEI JOB No: 072-001 DATE: January 20, 1995 MEANS OF DELIVERY: Courier Attached are 12 sets of the Final Site Plan for Certification. cc: Richard Maloof F:\DOC\072001\HZLTON.TRN TO: FROM: SUBJECT: COPIES: DATE: CITY OF CLEARWATER Interdepartmental Correspondence w_, { Lou Hilton, Senior Planner; Bob Maran, CE III; Don Meerians, Assistant Traffic Engineer; Mike Quillen, Environmental Engineer; Stephen Sarnoff, Central Permitting Specialist Allen V. Mahan, Coordinator, Central Permitting Re-Certified Site Plan for Walgreen's at Belcher & Sunset Point (PSP 9419) Scott Shuford, Central Permitting July 27, 1995 Attached for re-certification is a copy of the above referenced amended site plan which was last certified on February 24, 1995. Changes have been made to the width and alignment of the driveways and to the location of the water & sewer services. Please refer to the attached certified plan for comparison with the site plan being submitted for re-certification. Your assistance in reviewing and commenting on the proposed revised site plan will be appreciated. Based on your comments, we will certify this revision as a Simple Adjustment. If you find the site plan to be acceptable, please initial and date next to the applicable condition(s) on the attachment. If you do have an objection and/or recommendation, please comment below or attach your comments to this memo. Comments: (by whota,, and wilt date, pll e)., Your assistance in preparing the plan by August 3 for re-certification will be appreciated. Thanks. AVM/avm CSP419R1.avm AVID ENGINEERING, INC. 2708 Alternate U.S. 19 North, Suite 604 Palm Harbor, FL 34683 Ph (813) 789-9500 / Fax (813) 784-6662 LETTER OF TRANSMITTAL TO: Allen Mahan City of Clearwater Central Permitting Department 10 South Missouri Avenue Clearwater, FL 34618 FROM: Bob Pierro SUBJECT: Wal eens at Sunset Point Road & Belcher Road YS 94-19 LUP 94-29 & A 94-21 AEI JOB No: 072-001 DATE: July 14, 1995 MEANS OF DELIVERY: Courier - Next Day 12 Sets of the Final Site Plan for Re-Certification. 1 Check in the amount of $150.00 cc: Richard Maloof F:\DOC\072001\MAHAN.TRN A. Vrgv, JUL 14 5 CITY pFCLF_4RWATE? ? w_ 1 ' II ! T01 L 15::10 L) IcH M G FLATS 150.00 TOIL 150.00 CHCK 150.00 ?-22D15:13JUL.14'95CHHG .00 LIME 05 o? c 1 9.3 3ION 161:43 FAX 1 407 84.3 SMITH, ACIiINNON SMITH, MACKINNON, HARRIS, GREELEY, BOWDOIN & EDWARDS, P.A. Firstate Tower, Suite 800 255 South Orange Avenue Orlando, Florida 32802 (407) 843-7300 Telecopy: (407) 843-2448 TELECOPIF=R TRANSMITTAL COVER LETTER Client/Matter Narne: SOUTHERN FARM/RKM Walgreen Client/Matter No: 2151-12 Date: November 27, 1995 r?PLEASE DELIVER THE ACCOMPANYING TELECOPIED MATERIAL TO: NAME: JANE HADDOCK NAMEE. STEPHEN SARNOFF NAME: Michael E. Wright FAX: (601) 982-9569 FAX: (813) 462-6476 ,4UI MBE R OF PAGES SENT (INCLUDING COVER SHEET) -42-;' - PL LA`F CALL IMMEDIATELY IF ANY PAGES ARE NOT RECEIVED. ?lease update and reissue the attached zoning letter in favor of S Darn BurgA_g L"dfe ins. P.O. Bo 78, Jacks S 39205. Fax a copy to me an mail we original to me at this firm's address. THE INFORMATION CONTAINED IN THIS TRANSMISSION IS PRIVILEGE AND CONMOR IAL INFORMATION INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED BELOW. IF THE F2EADER MESSAGE IS NOT THE INTENDED RECIPIENT, YOU ARE HEREPY NCITIFIECI THAT ANY DISSEMINATION, DISTRBU COPY OF THIS COMMUNICATION IS STRICTLY PROHIBITED. ;F ''Ck, !4AVE RECEIVED THIS COMMUNICATION INN' OR, PLEASE IMMEDIATELY NOTIFY US BY TELEPHONE. THANK YOU. t?r?o1 95 M(-.N 16:43 FAX 1 407 843 2448 Sl,IITH> AfAi.IiINNl1N 2002 1 ? POST OFFiCE BOX 4748 CLeARWATER, FLORIDA 34616-4748 a? February 6, 1995 Mr. Bob Pierro Avid Engineering 2708 Alternate U.S. 19 North, Suite 604 Palen Harbor, FL 34683 Dear Mr. Pierro: The following information regarding the Walgreen's at Sunset & Belcher project(PSP 9419, LUP 94-29, & A 94-21) is provided per your request of February 2, 1995. 1. The subject site is zoned CPD. 2. The site was approved by the City CoRartission far construction of a Walgreen's Drug Store with liquor sales as per the final site plan prepared by Avid Engineering. r 3. The City will certify the Final Site Plan upon payment of the Open Space/ Recreation Impact Fete. Sincerely, !A1 en v . Mahe , Cotardinator Central. Permitting PSP94191.AVM3 -Equal Employment and Affirmative Act44n Employer" AVID ENGINEERING, INC. 2708 Alternate U.S. 19 North, Suite 604 Palm Harbor, FL 34683 Ph (813) 789-9500 / Fax (813) 784-6662 LETTER OF TRANSMITTAL TO: Allen Mahan City of Clearwater Central Permitting Department 10 South Missouri Avenue Clearwater, FL 34618 FROM: Bob Pierro SUBJECT: Walgreens at Sunset Point Road & Belcher Road ?'PSP_94-19; LUP 94-29 & A 94-21 AEI JOB No: 072-001 DATE: July 31, 1995 MEANS OF DELIVERY: Courier - Today by 4:00 pm 16 Sets of the Final Site Plan for Re-Certification. The Site Plan was revised to show a striped traffic island at the Sunset Point driveways, per Don Meerians. F:\DOC\072001\MAAAN.TRN G AVID ENGINEERING, INC. 2708 Alternate U.S. 19 North, Suite 604 j? Palm Harbor, FL 34683 Ph (813) 789-9500 / Fax (813) 784-6662 LETTER OF TRANSMITTAL TO: Allen Mahan City of Clearwater Central Permitting Department 10 South Missouri Avenue Clearwater, FL 34618 FROM: Bob Pierro SUBJECT: Walgreens at Sunset Point Road & Belcher Road --PSP 94-19; LUP 94-29 & A 94-21 AEI JOB No: 072-001 DATE: August 18, 1995 MEANS OF DELIVERY: Courier 1 Plat application form 1 Check in the amount of $790.00 ($940 - $150) F:\DOC\072001\NAHAN.TRN 1 AUG 1 8 1995 CITY OF CLE'ARVVk7ER . CITY OF CLEARWATER -Department of Planning & Development City Hall Annex, 10 So. Missouri Ave., P.O. Box 4748 Clearwater, FL 34618-4748 Telephone: (813) 462-6880 (Fax 462-6641) APPLICATION FOR SUBDIVISION PLAT REVIEW Applicant (Owner of Record): R.K.M. Development Corp. Phone: (813 ) 895-2150 Address: 200 1 st Avenue North City: St. Petersburg State: F, Zip: 33701 Representative: Robert H. Pierro Telephone: (813 ? 789-9500 Address. 2708 Alt. U.S. 19N, Suite 604 City_ Palm Harbor State. FL Zip: 34683 Preparer of Plat: James Padags Professional Title. PLS Address. 5950 Benjamin Road City. Tampa State: FL Zip: 33634 Telephone: ( 813 ) 885-7977 Title of Proposed Subdivision Plat: Walset Subdivision Parcel Number. d6 /Z / / 1 6 / 0o©®O OQ2 0166 General Location of Property: Corner of Sunset Point Road and Belcher Road Zoning: CPD Land Use Plan Classification: Commercial Existing Use of Property: Bank Proposed Use of Property: Walgreens City Ordinances No. 3128-83 and No. 3129-83 require a parks and recreation impact fee to be paid for all nonresidential projects over 1 acre in size and all residential developments. Has this property complied with these ordinances? yes If yes, explain how and when: Assessed just value of property (attach verification): Most recent sales price (attach verification): As of (date): Fee for Subdivision Plat Review: 1. Base charge for each .preliminary subdivision plat ................................ $890 plus (a) For each lot included on the plat ..........................................M per lot 2. Revalidation of a certified preliminary subdivision plat ............................. $55 3. Subdivision plat amendment (after certification, prior to recording) ..................... $55 4. Administrative lot division ................................................ $150 Any request for a variance from the regulations set forth in Chapter 133 shall be submitted in writing to the Planning & Development Department concurrently with the preliminary plat. Such written request shall state fully the grounds for the variance request and all facts relied upon by the petitioner. The applicant, by filing this application agrees he/she will comply with Chapter 133, the Subdivision and Condominium Platting Regulations, of the City's Land Development Code. 1<_\ _ 1 ?7 f Signature' of Record( RgWt H. Piero_, 'If the application is signed by an individual other thanhe property owner (e.g. the representative), please attach a statement signed by the property owner authorizing this individual to sign the application. REV. 2/92 LAND DEVELOPMENT CODE - Section 133.033 Submission Requirements 0 5 copies each) (b) Preliminary plat. The preliminary plat shall be prepared by a surveyor, architect, landscape architect or engineer, be drawn to a scale not smaller than one inch equals one hundred (100) feet, and shall include the following: 1. Title under which the proposed plat is to be recorded. 2. Name, address and telephone number of the applicant, property owner (if other than the applicant), and person preparing the plat. 3. Identification clearly stating that the drawing is a preliminary plat. 4. Legal description of the property, U.S. Survey section, township and range lines. 5. Existing and proposed rights-of-way and easements. 6. Proposed street names. 7. Names (appropriately positioned) of adjoining plats. 8. Approximate (to the nearest foot) dimension. and area of: a. The overall plat. b. Each lot. c. Street rights-of-way including radii of cul-de-sacs. d. Common open space or other land to be dedicated for a public purpose. 9. North arrow, scale and date. (c) Preliminary plat supplementary drawing. The preliminary plat supplementary drawing shall be prepared by a surveyor, architect, landscape architect or engineer, be drawn to the same scale as the preliminary plat, and shall include the following: 1. Title of the associated preliminary plat. 2. Name, address and telephone number of the applicant, property owner (if other than the applicant), and person preparing the drawing. 3. Sanitary sewer, public water supply, storm water drainage, school, or other identifiable service or taxing districts. 4. Nearest arterial or collector roadway intersection. 5. Buildings, watercourses, wetlands, tree masses, specimen trees and other existing features within the area to be platted and similar facts ,regarding existing conditions on land immediately adjacent thereto. 6. Inventory of existing natural resources and/or environmentally unique areas on the' site,. 7. Existing sanitary and storm sewers, water mains, culverts, and other underground structures within the plat or immediately adjacent thereto, including the location and size of the nearest water and sewer lines. 8. Existing and proposed spot elevations. 9. Proposed use of each lot and existing and proposed zoning of all property within the plat. 10. Zoning district classification for adjoining property. 11. Location of common open space, parks and other public or semipublic areas or facilities within or immediately adjacent to the property to be platted. 12. Location and size of sanitary sewers or other sewage disposal facilities planned. 13. Land to be dedicated to the city including: a. Street right-of-way, by functional classification. b. Recreation land, recreation facilities and open space. c. Any other 'public use. 14. Preliminary site drainage system including: a. General surface drainage 'pattern, including proposed retention area. b. Floodplain definition and effect of applicable local, state or federal flood standards or elevations. RKM OEVELOPEMENT CARP. .200 1ST AVE. NORTH,`sS E.-204~ ST: PETERSBURG, FL 33701-3335 i PAY yy,,TO THE IRDE OF d0 /U 1 V L 63-739/631 ,9 9S 6 =DOLLARS -• -051.006.- 110220 U.S. Highway 19 `i Port Richey; Florida 34668 FORM ?GH? P l??A?d ;n'.000.L3.2ii'. IMr.,31073931: 4 S 4917330211' C I T Y OF C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618-4748 DEPARTMENT OF CENTRAL. PERMITTING Telephone (813) 462-6567 November 30, 1995 Michael E. Wright, Esq. Smith, MacKinnon, Harris, et al. Firstate Tower, Suite 800 255 S Orange Avenue Orlando, FL 32802 Re: Walgreens Drug Store a 188J N Belcher Road Dear Mr. Wright: In response to your letter of November 27, 1995, please be advised that the property with a legal description of Pinellas Groves, part of Lot 1 together with tax parcel identification number of 06-29-16- 320-0100 was redeveloped as a retail complex with a Walgreens Drug Store as the primary tenant. This was accomplished by rezoning the property as a Commercial Planned Development. The property was developed in accordance with the site plan approved by the City Commission and the Development Review Committee. Sincerely, / v Stephen Sarnoff Central Permitting Specialist 1880BfiLC.SCS -Equal Employment and Affirmative Action Employer- From: Hilton (LOU) To: Scott Date: Tuesday, September 5, 1995 9:45 am Subject: Ethel Hammer informed me... that permission was never granted by Pinellas County with regard to the landscaping of the Belcher/Sunset median. 7)Z IC, k- I CITY OF CLEARWATER Interdepartmental Correspondence TO: Lou Hilton, Senior Planner; Bob Maran, CE III; Steve Sarnoff, Central Permitting Specialist; Don Meerians, Assistant Traffic Engineer; Mike Quillen, Environmental Engineer; Ream Wilson, Director/Parks and Recreation; James Goodloe, Fire Marshall FROM: Allen V. Mahan, Coordinator, Central Permitting SUBJECT: Final Preliminary Plat for Walgreen's Belcher & Sunset Pt.(WALSET SUBDIVISION) '(SUB 95,04) COPIES: Scott Shuford, Central Permitting DATE: August 4, 1995 Attached is a copy of the above described amended plat submitted on August 2, 1995 for certification. The DRC discussed the plat at its meeting of August 3 and had no comments. If you find this final preliminary plat to be acceptable, please initial and date next to the applicable condition(s) on the attachment. If you do have an objection and/or recommendation, please comment below or attach your comments to this memo. Comments: (by whom and with date, please) es- ice- Your assistance in preparing the plat by August 8 for certification by the City Clerk will be appreciated. The CO for the project will potentially be held up pending your approval. Thanks. AVM/avm SUB9504F.avm SUF9505.AVM TO: Cyndie Goudeau, City Clerk /1 - FROM: Allen V. Mahan, Coordinator, Central Permitting SUBJECT: Certified Preliminary Final Plat for Walgreen's Belcher & Sunset Point(WAiSET SUBDIVISION) (SUB-95-05y' COPIES: See List Below DATE: August 7, 1995 The Development Review Committee at its meeting of August 3, 1995 discussed & approved the above described plat with no conditions. Please certify the attached plats and distribute as below. Thanks for your assistance. AVM/avm cc: Scott Shuford, Director of Central Permitting Bob Maran, Engineering Site Plan Review Michael Quillen, Water Resource Engineer Don Meerians, Assistant Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Lou Hilton, Senior Planner Steve Doherty, Zoning Section Supervisor Allen V. Mahan, Coordinator, Central Permitting Developer/Project Sponsor (3): Please call Bob Pierro, Avid Engineering at Tel. 789-9500, when certified for disposition of plats. fili qwi t--A ' AUG 1 01995 CENTRAL PERMITTING CITY OF CLEARWATER CITY OF CLEARWATER Interdepartment Corres&ndenee RECEIVED AUG 0 7 1995 CITY CLERK DEPT. ,:.w - ~r { .y.,~`,.~.~<+ L,~~~ ~ ~I,~(, a fl~.u~?~:~~ ..,mµ , ,~s, . J~ ~ e:~ _.~r _ r+~ _ . 1 N ~ ~ F _ ~ ~'~3 ~ ~ gar ~ . r, i i I:1(;scri,r~~tioi~l: Ovcl°all (Parcels Via' t'~ i~) ,r ~ ~a±~ ir~ 4ys g ~'w~ i , g~ r ' ` ' s ;I 1 Bf )t ~ + ~ 4tr ~'~i fp .IP Gi 5 l; I P, poriir,l~ r,i tlsa Noitl~;as'i. 'i/4 af~th© Pdortin'.test 1/4 of Seatton 27, Township 29 South, Range ~ r„ „f~u~ .,;.~,~„r l~ , 1 ~ ~ ~_ast, ueu'1g more pm ocularly describe, as follows: ` =i ' ~ 1 , Fromth~ Northeast carnerof the'Northeast 1 4 ) ~ of~the Northwest 1 4 a`r sold Section 7• ~ ~ ; : ~ 4. R."°„~ -T~ ~ ~ ~ d, / / 2 , a I ,.u.~ r khence`SOi"31'01"W;`'alang the North and South centerline'of said.5ectian 27, c+ distanoe of- P , , , ~ ~ ~ ) ~ 1.°, ° 680.52 feet; thence N89°3246°W; 50.01 feet, to the Wester) ri ht'-of-v°ru line of Missouri Y 9_ Y _ p Cfrf 8 r a ~ ~ f S ~.zl L~ 41 ~ 1 + T w ~ f4~ ~ ~T Avenue, for a Point°of Beginning; thence continue N89°32'46"W, a distance of 249.78 feet; - t r thence. N01'31'01"E, a distance of 320;21 feet• thenc® N88°28'59"W a distance of 150,97 f e ' e t it , , !1 I ~ iA} ~ thence N01°31bt"E, a distanra of 209;61 feet; 'thence S89'16°39"E,:a distance of 101.12 , p k.~~ ~ n - (.,.d., , a,~. ~r~.e E > ~ feet; thence N013335 E, a distance .of 120,12~~~ feat; thence S8916'39 E, ;along the South ~ r ~ . ~ : a , ~ ~s I .1 ~ ~~,a~ , °7 ~ I~ ~5 right-of~ivay line of Belleau Road, a distance of 266;00 feet; thencd 549'29'04"E d distance 1 - , - r ~ tl I, ~ 1 of 14 feat; theme 501`31'01"W, along the 1JJest right-'of-way line of Missouri Avenue, a - . , ' h. ~ ,u, .-0.. P '-7rlre of 6?2.87::feet, to the Point ofBaginning, r, ~i .,:~,i _ Jai 7r I„scei r:on'cai~~'u 4595'Acres,'more of~less.- r . l. ~ i Ii D IJt101. ~ esar i Parcel. A ~yrqq ~~d R A pnriiar~ of the Northeast 1 4 of the Northwest i 4 of Section 27 Towns ` ~ ~ ~ hip 29 South, Range I;; East being more particularly described as follows: ~ ~ , , , ~ . ~ e..., x~ . ..__w. o w . ~ , z° , , . u , . , ~ d ~ .r~._ ~ ~ - ~a . ~ ~ ~ ~ ~ I . , .W ~ . , ,~U~~ _ ~ . ~ ...k . ~ ~ , ,r~t~ r~.. ~~w. e. r. n a ~ . . . _ From theNortheastaorner~of`the Northeast 1' 4 of the ~ ~ ~ 4; r - r ~ , t ~ ~r„2 b,..i,: . ~ , , t,P r , r;u' , , ~ ~ t Northwest l 4 of~ said .Section 27. _ , , (r.C C`C~t.J &,l ~ ~ i ,h ¢ ,T , 1 t, r r _ / , ~ . r°~ ~ . _ . ~ w theme 501.31 01 W, along the North' and South centerlme`of said Section,27,: a distance of ~ :STS ~a ~ r, is r +r+ , ~ r ~ ,r a ~ , , ~ , r p, J r < . :...G..r~rl ,n ~1"rs'+~ # i~6r~f~i4,; i~ `,.PI?~I",: ,~,,;7,~ 680,52 feet° , „ ~ ~ , s, 1 i. t ,4. ~ i f ~ ~ ~ ~ ~ ~ ~1 f~ ~w ~n thenceN893246W, 50,41 feet to;theWesterl n ht of wa 'line of Missouri t 4 { tr p { ~ ~ .l ~ ,,.,.,I, ;,F;u 'A ~ ~ AVenUet r c+... ~,.:.-i ,d r.. t, ,.F pg ,;i. ,r ~P°i~1..4 , hence'N013101 Ealongthe West n ht of wa line of'MlssourrAvenue'a~dlstanceaf ~ i' ' .PL~P1 ~ ~ , ~.aC,- „r-'':~ us, ~:'iFrr''~PP'`R, rK F , I+,` .~a 1' 3 _ r pp ~ 4 " ~ 11 f ~ ~a; F ? 9 Y t E 1. ~~~E.., ~ _R I, a+r ~~.a, ~ 1.a , - z ~ i..:, N 4 i. i 1. )aT t). - r r,.,e. p 370.5$ feet to the.PnihtofBe ~irinin the e ~ ~ t, :,_;r fp ,.,I ~„r~(,r,,,~,.r~ - ° ~ t~i.7iiCIJI ~ , . ; , nc N882859W ,.distance of400,98feet, thence ~t ~ '~y" l,P z. rba t• ~i.c~iPf1E.,4, ; 9 9 ~ I' 7 . ~.i 7 F fi4 ' Ey Ir ~ ii ~ ~ F~,~ jj ~ . . ar. w' " ~ > 7 ! 9 1 r. ~ 7 td1ri ~r}e~j i6 F -.~w,.uw~,r N013101 E Ki,distan , ~ , r.. ( ~ ~ ' ce of 15,61 feet' -thence 589'16 39 E a dl n ~ ~ sta ce of <101,12. feet; _ 40 ~ ~ ~z' ~ a ~ U ~ r ~ ~~A ~ (.fF~1kNt,t ~ ~ ' Pl~f"C~~ _ d,~, t, ~ ,l !e e _4~,~P. s, ~ r,, f , i n i,. ~ ~ .w:~.,. ,r " ; r „ r - rt 1 , f { 1 1 f~J ~A r r ~ ~ ~ 7 s ~ F~ fL4 thence N013a~5 E,a distance of 120.12 .feet, fhence.S89'1639 E, oleo the South ~ f ;`~i ~ t~, s r l3cl{r.+~u~:~~ °~Ery -I ! IP;sE' F,; ; ' 9 ~ , i t . r ~ ..~,~.~_~,n N ° rz1.IFK _ ~ ` ` ~ ~ , y l,l Pd ° ~ ( , ,,,e1.1 rr ~ (I I `i, t ~ € r 3~ ~ f ~ ~ ~^~'p i ~ 1 F i ~ 1 ~ ~j~ r 1 ~ ~ ~ a' Cat I nght-of-way line af'BeileairRoad, a distance of 266:OOfeet;thence S49'29'04"E,a;~distahae ~ ~~yF°-~'~'~, ~ tT_`.t.~ I,EMPLF..~1`~~~I ~ ~i, r' li $r,e ~e,, ,6st w SI `ciCa° ~[l"rf~M.,°.,, f.ITI"t l`s ,T fJfE4 ~1ox ,;i~;, t.1 ~1j +;ir )ii~~lr~I sr ~ PAS r~`CITR . ~ ~~r',..~~..° 1 of 43.74 feet; thence 501'31'01"W; alohg the West right-of-way ime of Missouri Avenue, a ~ i ~ _ : , ~ u r5l P~,4 F• P r ~ ' U~ ~T , ...,R~,e ~ rt.~r,~ e~uul.vF+,.,~, H._._im~i"IEt ~ Lf 0 rrra r~~_ rauir,v. distance of252.29 feet, to the Point `of Be innin . , t; - sa , ~ , r,r~r, ' w r~ ,r a~ r ~ ~ ,~~,ka~J 9 9 4_UE~f~f.iC ~c~ ,r + 1 ia~s r.l~') rr ~ ~f LEA , C a ~ ~ t 1 ,~NF i~ y .•I.rF„J~ ~ r. ~ d , Bm p.~': '~I~ b.f lr~Y '~6r11f r~~Pi'V Parcel contains 2.2654 Acres, mote or less. ~ M ~ ,s~~, ~t.','tka~l<~~t.a,€T~+I_tAint, si , ~ , ~ w~ ~ ~,,.,.e + i~ r. afi,., n~~~l, ~d~ar~ ~ ~ ~?P SEABf7~„E„~~ ~ s k lP _ 111 F ~,r ~S~ (ui~tr"~, r > ,r ~"d~C C LI4z P , :.-t~~ .ra•~~ ~ , { r ) U i _ a ,ro ~J. d AFa4 hd ° t;' > ~ ~ ,n„„~ us + P~URSt;~RY dtlt PrKSn~k~rt~ srrr~ ~ ';1af n o, fit ~ u, ~ t ;ia ~ v ~ c~~ ~ ~a~:, Description, Parce! B s,,~ , ~ ~ ~ ~ ~ ,rrrvK ~ ~ . ~,~OSEST ~ , b N-' ,r fir'' a ~ :r~ Y ~ i : ~ tl.f~l,,~, 4 y ~ ~~a ~ ~ ~ ~ ~q~ f~~~ ~~a~l .r, I ,ri wi~ ~ ~r f,.A" ` r h r ( i ~ ~ I ' 4 ~ .Jy ~ " 0 ~ a ~ I~ ~ ~ ~ t3 C le ~ ~ ~ ~y n 4 ~ 'C v o. I~ L!)ChdC;P t . , i r, l,. rr'+' t ~ ^ ~ ~r~JoNJ ~ Jz~...,~~~ Pg{ A portion of the Northeast 1 4 of the'Narthwest t 4 of Sec ' J r ~qn l ~ k J, 1~,_,, '~'m,.f~ i, r,(;~ I _ / tion 27, Township 29 South; Range ~r ~ s a r,~ r,. s , b s~: , 15 East -been I L , r " s P'~ z ~ , 's'4~„ uff ~t ^h ` tEscitl...) mar, artlcularl descnbe C" ' ~ P ~ r , c, , d as'follows, 6_i. It rr+rr~ a • ~ r ti AR _ w a r 9 P Y a ~ilf n 0 ta+ ~ r~ s p°' f~ , {ri3~~ e~ n. r! at t, ~ .rp , ~ ~~~2 i ~ r- ,411 ~r, C1°d~ t ~ rz- ~ , ~°IL J' 3 t4~1.d~if rl ~ 1 o- P~ ~ I~~k',~~ "°~.,r p 4 I cc~>« ~f'i4i~- -rt,., is a '"°z^-.,- 1.-(i( c C i„~ From the r ,~,,,w F t Notheast;~comer ofthe Northeast 1~ 4.of the Northwest 1/4 ofsa(d 5eation'27; ~ ~'f ~~,f::~~ ~ ~ ,°n -~f--~-~ ~ W.Q.' / I ~ , ~x~ ~ ~ ~ , „ ~ urrv ~LKa.. f c , 4 w r I ~ a _a ~ 3 ~ a~~ I~~ CEd ~ ~ ~ ~ ~ Fi P.~ P~rsrlr_. o ~ ~ ~ ~ ~ ~ ~?:fIM~~UP~~r TFR':~ .hence 5013101 W; along'the'North and South'aenterhne'of:said,Sectian 7 d ~ , '-''~,~.~M~ Q +x ~ ~ s.r.,.l,,~„~, ~ ° . ; z , a distanoe -0f ' ,E t 1 E-ft1;1t"1't 1 t ! ~ 'q ca ti C. ,,a ..,t ~ q ~ "ii"L , p~~ , fi R~.. ;j0 A-I ~ y'~...r yl I °"f ~ ~ w .n .J "f!._. r ~ x`A .6~.m.n .;gym:. t~TT~T,: r h.~ ~.,~,~~t`i~-IP.,,.tUc I v 7 r.~r.,'+r u'.!rA:'.~li.Y:' 14'.,.. X180,52 feet; thence N89 32 46 W, 50,01: feet to the Wester) ri ht-cf-wa `line M' P r . a,..lf , + .tv .i Y 9 y, of lssouri ~ ~ ~ I, .a tip, ~ . , a a~.,~ V, ~ ti ~ ~ f r~.~ ~ ~,hA 7~.f.. q~c ~ _ _,r a tz Iiit jai. fVCr,t +wr.lsue, for:, Point. of Begipmn , thence_contlnue N893246Wadistanc• ~ ~ z „ ° i ~ r: ~ a ~n . u, la, r~ i~~~• ~ut.rrrrrrlKrli s„ , - ~ r~ is ~ ~ ~ ~ i ~ ~ ~ 9 e of 249.78 feet, ,I ~ , ~t.r~l.uu y,11~:: ~~rla>,~~tKfrsf : s ~ I t~rn~ n ' i rc rr +xs r ~ ^r z~~""° a,~;>E1?` !9 i~'~>e-, ?~[k. ~ rr. .~.r~~- ;r Whence N01,3101 E, a distance of'320.21 feet;' thence IVt38`28'S9"W ' a distance of 150i97_fee ~ - , ! ~ _ .~I i l _ ~11TI1r~it,.>C CIR.+ . f i ~ a t ~ d ~ p i.. > a " ~ +r Q I- r ~ °r'~.i~ ~i ~ `r°'- ~,r~~j~(< ~f(J r. °M.,~. , ~IFKf ks~e ~t i.nua N01;310, E, a distanoe of 55:00 feet, thence 58f32859 E,n~distance'of 400,98 ~ w~,~~' - ~ n'~ ~ s-~ s ( ~ y L ..w. .e~.~ ~ i It r i ~ : ~ ~ jf r t'. ~t ~~171w1 E1 tFi7; k PsUlJilp`" 'sa , { ~ 1.,..1, L rr ~t at ~ t ~ fx Ili n f~~~°5116F(i ~~„et, thence;S01a1Os rJ alone ~~~,rrr; r~u~„~ rr~lt ate,. ~ ~ r t r ~ the West nght-ot-way'I1ne of Missouri Avenue, a distance ,II f~6~fa ; t~;~.,, ~,~trTi~~a_tr~~11 r ) - c.:~° I ( , < X70:58 feet, tci the Point ar t3e Irimnc. ~ ~3t} `,Pl~f,4d:4rF~i'ed1' Sfi ~ Wf rs r,~ br ~AW,;A. ~ ~ ~ ~~Pf~: 't (}Pp ( _ , ~ r fi1~4~~~4^n5E`fier f - T i`.'+I ~ 1 + ? b "";1 - ° Iii ,tti I-~ al cahtains 2..~1_9l Acres, mare ofless. ~ P., ~ i r ~ / r ~ £k ~ ~ r & f1 1 U) t)Fd ~ ~ : S'~1~~`' ~ t`) ° ~ + ~ v i t , J > rR, T /~^1 ppp'jy g~,~s~ LC' "0-P~'ir~3~ ~J^,~cF2 PJ T+~ ~~S h 4y, , ~Q~rrt~i ~ i I I~~ ry f Fpa~~ ~ V,"t:. y~ [ i i i~ ~j t s g. ry P~m.:.~... tu. 7 ~ f1ll~,k:S,1.ap d ~ S11~a~. ~c. ~'l d] yp ILf ,.:,.,w „.5 , 4... :.,t ~T;v~t/'i C ~ (,EISU ~ D@'J' ~ f) ~c~ p t (312k{rlPl~r} d~ll:d ~ ~(ist ~b tr E.. ~ ` ':j-~ t.~C} crlp i n: Inc~l ,..5/Egress E~asen~eni ~I a , 1 ~1 ~ I i)tzr t>f ~ ,I 1 V ~l~f`, V " 1 (t{1~. we~.m I'.u .~n~~ ~ 4 ~ t l l /i l! U ~ t '~,w& n~ I'" ~ _ ~ ~ ~ ~ _ 9 H ' ~ ~.~~~.r,.a,w.... r is i~i~l ~p , t Y~7ir; ~ ~~~I~i n~°t"iN~' D4UH{C}Nai{~ aC~:riC~ pp ~..~4 I "~-¢1~ n+~t'a~~ nr»;:" `k~ k!1,' ~Cl+ ~~r.m, i r ~ ~ c „a d ...,stay Sp ~PHltd'PIf3RCr~ ~ U <i ~ ~ t ~ ~ ~ A portion of the Nortliaasi 1/4 of the Natherest 1 ~ of i a, r~~ ~ P r.. ? n ~ n~- -a / ..Section 27, fownshlF ~J South, Range ~ l,,v.~# ; ~ °,`P~:: _~~r~; ~ ~J'I~(u' f ~ ~ ~ c,GCrAtd :a atc~~ ~ ~,.e Fr6u"~~ ~)P1 . s E~.r i a T rc •m F'L!r 'r n rx to i ~ r r 15 East, beln rnoir artlcularl _ ~ , ~Il,) ~ ?rte,- e wk~ ° 7~ Cl,+ d.'(lU; a 9" P y described as soJlo~,ra. p >Qm Pbi 1, R:; ~ R. ~ 1,.. 1 1 v~ '„o s - t I' ~ ,r, } i~ ,,,-+«t~ (~1~ ).~fr~;.~.; ~ ' + ~'b t_e',nF1.17Lk1. ~ .p ~ Cf161: ~ _ .F~ r, ~z t i ~ ^ ~ ' ' ~ ~ ~ ~ ~ ' f - i~' , 'a ~ -t,t ~ nf. W ~ ,a t5 as o fa +s U rd ~ HA@ i'rom the a n a. 1,a AV~~ ~ wW ~~.~j. ! 1 'i~ ~ ~nn;,e [r ~~+fGlfdRn~35 s rd u 1T, a ~n~s N rtheastcoils., of,the Nor e t 1 ~ , ~ I .~s r ~ ~ °t 7 th as ~ , ,f use Northwest 1 4 of said 5eation 27 + r ~~'rt~,;fd"~f m . ~;n, v~L'° rc' s~ : t, nt.L ~ ~ ~ y~..a ~ ' ,:.aR ¢ rs N ± .c. a,4 ^t +."C c~ dA~,~1i)i '~:1 , `f~, 0~:~,~i: 6~f~ff`, ~ l f:/'.ri(~f~gi1 Ak~:,v r.,l < 4? ~ Q.f ° ~ d~w~~ < tl~~~a+C~' 501'31'01"W,.along the`North andSouth centerline of said Section 27 adistance. of ~~xtia~,,.. ~ Ea w~C~~ wfCK > ~ E ~ ~ ,fd~, r , ~ :~..1 ~7ar .ter, ~ _ ~~r ~ , ~rt ' 4sL'',I).,",~2 fP, the . , ~ r$:...~'. 1 "ii q.i"II x ~tt r,V' . s-. r':', R: ~-Iu~ ~'d '.fv ..c->. a_.~..x ,.rr, e, t nceN893246 W, 50,01 feet to the Wester) n ht. of-wa, dine of Missouri ~t s ~ - ~ ~ I r ~,r P s Frir;~~tvnro ' . I . ! r•, Y 9 Y ~ I ~ ~f ~~~~~a l~ ~ 1 ~ 4 E t1 Lhd ~E! [3~l C; c,. a , , a r,, xRf A.c-eJ, atP-c ~P°Mr,? e,, + J p - ~ , tfienae N01-31.01 E ai ,xr,„.:~ t~ „~b . I- ° t, ~ z on the' West ri t- a ~ z t1NNY 4 C h of-w ~ D Lt l 9 9 ayline ofMissouri Avenue, a d,istanaa of b °,~ari~?T~~,vr~~,~,t ~,w u, ~,~;b~,;+~r1,a _ S d I; Q~Aa ~:z F , C~t~NlcrP ~ r r. ,.F~,., ala,t,8 feet, to the'Point =of Beginnin ; thence N88'28'59"W a di ! ~ ~"'I ,t °i' ~ ~ > ~ ~ ~ i ~ . a, ht,~° sa t~A KLL r ors I, 9 stance of 115.00 fe©t; ~Ilence r , xl 3 I ~i 1w&U7~1' L~1 ~ x: W I 1 01" ~ r t- n , ,r - s `u.iUQ P f„»~F~.,.1 ~ J rt~,.:. t? , ' . ~ $I~~C ~ , r C fR LFJ ~ d ~ YiN SFER 6,4 i E, a distance o€ a~.00 feet,. thence x88 28 59 E; a distance. of 115;00 feet; J +~s ' u ~ ' , ,r~ I~:~ N, t~ ,,j ~ W I,, ~ r ~ , ~ r..~ ; ~ ° ~ a ; c~ t-; ~ r GN~FfF~f'z'IfV~ t. lhPnce S01'31'01"W ai nc! t w ~,P ti ' , a , he'said right ,of way line, a distanceaf 55,00 feet, to the Point 9 1 (1J+ ~ M ~ t3~'t~-f~9~ptG, __~_fa ru _~,z,~; m 1~ aCkf .~,t _ . rG~ ~a u,~~d E ra0s~ 5T n ~ r ~ ~ ~ ~ ,.,w,~ ~ ~ ~ %Q ~p~~q ~ ~ ~r a3e - d.°, ~,%r--F'~ ~(;?~iC~i`~' ~~~J~t, f ~.ar ~ f F . "€t.i r l ginnirlg•` ~ i~"f;~i: P-~ .F ~ 3gi - ~ ~ , , ' r~, r • - ~A ~ ~ ~~pp R A~ ~ , . .a Parcel contains O,1~~~2 Acres, mare br less. 6 , 1 r1 ter r~ ' Gif , 3 , , , o r~1 ':~1! _ Ft J ' P CA t1 n n ' u,. f 1 is ~3 u~ra~'r d {{:j id , 9 A ! /r t ~ ~ ~ ,fit. ,u, I; ~Tt-30'i ",~Tt°t w pp ~ a~a ~ ~I ~ x"11€ t S l I ~".8~: p~ ~`°,..I lf~ to ~ ~.i~ C~i'2 ~TEi .elf fs,b/.,•,,~~ i~ fr ~jl f~ r,N f 1 } ~ ~ ~n ` k~] 'gyp t ^ M r;~( :rah SB^ iqa r "S, J f ~I~ I i. ~ i ~ - f•LOOD ZONE INFOR~9ATION f ,f ~ a r; ~ l ism ~ J't 'Fj ,?C- ' to aft /~fC)f,t!G a ~,o ~ J t E p(` l y_ ~ LF, atnt ~k~~111 ~,~f ~ !~,I-9 ; sA, w , ~'r~:~L~~ «,r i~ 4r~ ',q~t. . y r. ABO rr 7 r VE DESCRIBED PARCEL APPEARS TO LIE. WITHIN FLOOD ~ ,r ~3 . ~^~at ; , ~ ~ r;r:itr,r~ , ' ~ ~,_r~ ~ ~ ~ rka d; ~ I id ~ , ,'.1 jj df , I ~Iy t ~ e. ~U~CSl10'd>. -.Fyit1" L=.+:1„ ~4~ '-r r` i.,.: ct~~i~ - w:`.il: 'r 'tr, A ZONE 0 PERM r c , : ~ ~.z~:w ~ ~ i AP N0. 125139 01O~G, DATED JULY 2 1992. , I . ~ w _ n~~P., . ,,,a t~1 , , ~ Fr ' ~I;, ,4 1 i'.. l . Y'- ~ f~ 9 'I j C i r a 3 1 + i a P f MP(,Pdf c~ _E ) ' q., r,,.,~,~-~,,,~. Fief th + ~ . ~1 m Pvt7 I~,~ e~~~ - K1 Elt I « . ,J 11, a~rr{~f d./,`t" r, t r: 4C~ ~.,y 4,`~~~.Q~~ttaf~ 't~~~, V,P r~`~, ~ ( ~ II wf,~ l (i ~ f ~ 1 ' 0 (4'~'/ ~ ',i „U~ ~ 'iV G~liti/`,. ~9~.. I~d _~i RI nY.~•~. aC ~trv,. 1 \T 1•°r~v 1~i ~p _.,::<?..«}"~-'.:1,.~T ~~s'4~. r /'~r~P ~ :ta~.".,.,_-~~.':ad, r. Ei r ~ i. ~ A` r r ~ f i 1 r ij ' ` ~ 9 wl ~l11 m,.«. ~ T.,.,,~ , t ~ , «._E't r~ ` l ~.T 1T7 + q~ °0 rf~L C1 ) > ~,~~~"I, ~?dw., c~wil} dt~;? ;.d i ~',~i,.)6 ti ~ I .,r. Q~I /q,~ d spy / c~~~ '.1 'M""3. '.o."r rp^Mrq W rvM'*v,% may,,,,- (j GJ4 L 5:8 ~a t'1.b y ( i 4 K~ ,C. A ,bnl,f,,. 1.fK ui l 1 /:~0. ,f r F,..; f~)vJ ~ ~ ~ ) . ~ f , r ~ ~,4 .p ,rc ,a~ +,.,z , ~ yd c. , ~eJ~3f,.1 '^>~,„~,h;~,.~" r~~h~-~a acs ~~.!2' ~ ;,,~,1A:frfi r t t~IJI{ ~ ..r C ~ ~ ut , ~ ~ 1;j 1 v. s., c 1 R~l CL[V~LhhlGs,1V ~ ~ ~ 1 ,.yuyw'are a~a„°, ~ ,t~.17."rli rJA~. ? - M 1 i ss ~ ti ~ ~,.M.a~, . ~_w ~..~.~.M.. w,~,.~ ~ ,e..a. w~ ~ ~~b ~ cu 1f ~ ~ 1 ri~~ ~ 1 ~~w yy, .,1 a N ._._..W_ - - ~~r~__ I as. ~ e F~~ t - - t M,._...,.,,..__..._...._......_...._._...._,..,._,_-......... 4CR i ~~rs ~ ; _w___._~_~~ G-~ ~ ,h I,i6 X1:6'.; ~~~S~.iv ~°f',U Il ~,.'Tn I~L9 II C-' 9 ~ i i ~ ~~l ~ ~ ~1 r! c~ is ~ ~,,.i - ~ ~ C~ ~ CYIaTIf`1G PROPOSF~~ (i~~in.or Max, - . ~I } L-7(ISllI~G RE4~JIPE[~ ~ ~ E)(15TlNG PROPOSED (Min.or Max.) ~ ~ ~ p - `p ~,~~~'~r+ ~ a ~ a I Zonin Districf: E~,IS1. EI_f:VATlQf~~ ~ ~ , ~ 9 CG CG _ - , I { {E.ICI I I. 30 30 27' ~~0' a -,1 o ~~~LXIST.. CONTOUR. resaes nseuusuuaaaecau~ i ~,~~eauuuamuaaear ~ ~ Jr _ , Use; BARNE~iT BANK WALGR ENS I E - PAVED VEHICULAR A(~El1S (sr.ft. ~ ~ f and of site : c P - } 47,6.7,. NEt'J ELEVATION r~~OvCO 47,679 SF :46,460 SJ= ° ~ 4~.35i ~ ~ _ ~ LOT AREA (Sq,Ft, and Acres . 98 617` SF - 9$ 617 S(- ; . 48.35% 47.11 - , 1 a,DOO sF ~ i ~ Grosse: Area (within propert NEW .:.CONTOUR r., ~ ~F X10 . Y 2.264 AC 2,264 AC 4:23 AC OPEN ..SPACE line: ` 4,1/ total for the Lot (sq.ft. clna 9 o 43,179 ~5E- 33>~2S SF 29,5c~S SF ~ EXIST. STORMM SEWER ~ Tr ~r,_~-.. ~ 43:78°. of site}: i _43.78%' 3;5.90 30,00 ~ _ ~~r~ I ~ LOT iNIDTH: N A 252'.29' , '.NEW STORM SEWER ~_~au « ~ / 100.. 1 F~ ~ For the front and s .ft. and ' _ { Y (Q ~ ~ 3,394 SF 3,154 7P 1JEW UNDERDRAIN ~ ~~~~.~~~~~~~`~~.au 1 , ~ ~ ~~F LOT DEPTH: ~ of re aired front and : N/A 400,98 100 q Y 5.40% 5.Q0~ ~ ~ ~ ' ~a { 1 , EXIST. SA~1. SFaWER a , . , v „ BUILDING COVERAGE s .ft. and ~ (q p 1 of Gross sltej: 8,125 SF 15 525 SF Perkin Lot Interior i 39,447 SF 9 Candace in ,P,, 9 NEW SAN. SLV~~ER 8.20%' 15.74% 40,00 (sq.ft. and ~ of Paved Vehicular GROSS FLQOR AREA and areas also de i . pct. on site.. plan.:. F,A.R.: 16,250 SF 15,525 SF 39,447 SF draWing by shadin cross'hatchin 5,900 SF 2,788 SF EXIST.:. WATER SERVICE ~ ~ ~ ~ , , X11 9/ 9)' -0.16 0,16 0,40 ng); - 12.7OI 6.00% ~~~e , ..w~~a~. IVEW WATER SERVICE ~ ~ s~,-.R,R~„. SETBACKS .Also include dimensions , ( PARKING REQUIRED. 88 88 96 94 'I NEW INLET Gomrn. ~No, ~v~ /1 on situ. plan drawin g) I ~ ,a r 7 ~ fJEW SAN, MAf~NOLE ~ , ~ ° , , 6 arkln s aces er 100 sal ~l', Front: P 9 , P P I sal ~ foot of "c :.142 128. 25 ire faot~of gross Hoar area. ~ ~ ~ Scale ~ h; r ~ a 15,525/1000x6 = 03,1: ~>r 94 , > I ~ , ~ spaces. _ i ~spocss: ~ f 1C~It~` CL.f.-.AN--UUr(C,O,) o ~~~,r, ~ ~ ~ f Drawn B ~ ~ Ja~m~a " c`, . f~OV11 GL). ~O ,,,TD .~PACE~ ~ , ~ i ~ ° ; ...Side: ~ 158, 75' ~ ~ ' `11.75' 1 ~ ~ _ STC) SPACES ~ f~~f b^,~ GUILDII~1Ca AIDE:P~ ~k_~_~i~, c l l~t~ ~ ~f l l ~ ~ ~Cf ci;~ci 1 ~l ~ ' ' ~ FIC SPADE ~ 9~' TOT/~L SPACE TOTAL. SPACE: 1JEW ASPHALI~ _ P x~ Rear. 2I0 1 ~?.I~a' r' ~ J ~ P ~ , I~ ~ ~ ~ NEW CONCRE~~TE Revisions s ~ st r s t-: E/ f 1':, I ~I A TEMP. SiL.T'SARRIE.~f'r ~~~~~~~~>~,~,~~e:~~E~~~~,.~~~.;~;3~,F~~~;~ ~ ~'~__.~__-__a..~~____J l ~ i POINT'OF CONNECTI01~1 C'1 . ~a OF 'N UTILITY TO EXIST. i~a13.f ~ it h: ~}h 1 METER 4 [ -'.D. BACKFLOW PREVENTION DEVICE G's F FIRE HYDRANT ASSEMBLY L=, FIRE DEPARTMENT CONNECTION ~hcet No. j I 1 TEMPORARY BLOW-OFF SL77Z' TAP AND VAl_VC Yl) 1, r. cox ~ ~,~~n n,~ml lY,9w ~ _...w W _ I~ ~ ,.,k......~.w ....~....:...:._.._:,:.d:. ,I ~ ,~Ft~iS`~ hal ul al I (I i , , r ~ Ir,: ~ ,.u._ . ~ _w--__.___,~,,. ~ ~ ~ ~ I. , ~I ? ~ ~ r ~ ~t , - [ f~ ~ - IJ Q ~ ~ t ~.f ,f I , ~ tiY ~ ,I , _ ~ + a , , t ~ ;~y' ~ ';i r ~ ~ 1t I, I s 9~ 1~~~ f i~ E1t;' ~ ~ ~ ~ ~ ' G'~.JAJC. Cr,IFrLa ~ I'`.t f ~t{~ F~~' . h ~ I~~ r ~I f r~ ~ brl% ,%f,~; t~ ~ rf~!{~fltr!1^~)P41 Yi~YFU/,(: Cj~{!?~i~ 1 I f J, r~~ a I r` 'I f ~ I iii @ 1°"' ~ ~ ~ ~ ~~~4 ~ ~ z ~ cuRa cur° ~ a r , t~ ~ n II _ . ~ ~ CUI,B GUT ~ @ p ~ i,~ _ _ P _ ~ ~ ~ . . , ~ _ ) ~ ~ 7 . ti ~ I ~ / ,I" 1~~' r;,~",~"'~""""'_ ..,b,,.,.w, o~ ~ rt ~ . ~ ~ ~ i „D. ~,n 11 _ ~ ~ ~ ~K,~~ , ~ .p f,~M ' „n r wf ~ r~^+ , r ICJ` .`ir, r. r ,ten IL :uuRY E ~AMRM1,AIR ~ r.,.. . r. ..;u , r. ri u~ V ...^"~H9' Y , i S ~ 4 //I., '~,,~1 Jr itl~+. ~ :i''~` ~ I m.;-. ail Yx. ~'~fYUI~}`VS „iid uewani,.w„w.. ~Qe » p~ ~ 'P a G i` + La II / I Inr 9`jA~~irllll _ 4 b0 qrr r ..nn ~~,~t~ l buvwnp~p ~'~4xp6 ,rxulRpeab oC4Abwuutxrtaf NwgiakPx< eb WCSa9 ~ m'Y "F J~ ~ ~ ~ , VdV Jt; I ~ 1 r. „ r -r . I I ,1 ry. I I i p ~ G , l: ~ , ~ p~ a ~ 't,91 v ':Y.II~_ _ ~ _ _ m_ _ , _ \ , ~ 1, _ .;r ~ M . ~ ~ 'r^ !I 1-., V~ - , u ,Y ~ . , _ _ I I! V ~ I . If , o(~ - ~ ~ \ ,1111 rt4h~~ ~L ~ .M. h' x _ I p~~^ ~ ~~IGG{{{ ~ (fgi4jf~'! - p r ~ f~9 a ~ l C qd' r J%~~1 lA .7 ~C.il,'t !'ti 5~.' ~ ` I~~, d r., , l ; V.~. Imo. r , r , _ - I., ~ ~ ~ ~ , + _ _ ~ . _ ~ I U; ff . _ _ _ 'a.5' CQNG. CURB . . C..:.a „ , _ e . ~ 'c'~=~ ICI I ~ a 1 1 ~ ~ , 1 _ , I f , P ,n~ + _ _ t _ . I I ~ ~ .EL1G£' OF PAVEMENT . _ i I . r~Cl/L~IfiV L~' d ~ ~ ~ _ _ AG a E . , _ F4 p v M. ,w . _ _ u ,u. _ _ ~ - ~ w .x w 9 ~ , asP~a,~c r . _ ~ E~, I , ~ , »L - I u~~J d v ~ s ~ I h _ _ ri _ _ , .M _ . _ c~ ~ r - 5 Q... , " ~I ~ ~ ~r~ w ~ ~I n ~ _ , M , w ~ _ _ ~ t ~ M . _ - ~ . . _ , T. r j f ~ .~.r-~ ~ t ~ ~ M ~ I _ - , R 6 ! ~ _ _ , r , m ~ wti ~ _ w _ ~u , - „ . , _.....~I cAMPNOR crrr7us 9 ~ a~ , ~ - : _ s ~ r ~ t~~~ _ _ , 1 I I i 119 ~ ~ ~ ~ ~ w ' i M ~ ~ I dl t'. IfP~~ . ' „ „ a,.:.tl „m.., ~:W ~ 9 0 , ~ „ , , . ~ . . v J ~v... ~,•..•1 I . ,r.,,. - - , ~ 8:.,. •~C ~ 4 ; Ulf r ~ g~, ~ M N ~ w . I I s} ~ ~ I I ~ :a PALM TRRE ~ ' F~ . d _w y f. . w 1 _ . f ~ ~ . . ~ _ LT lk DASE 10 BE REMOVED 5 - ~ °i ASPHA ~ ~ x ~ L ~ ~ . ~t I I ~ F ~ ~ ~ . ~i~ 7n•~~r a i, ~ : ~ , . , . ~ . ~ ~ - ; ~ v..,. ~ ~ M ~ _ r ~ ~ w. Ern ~ J< ~.~I ~ , ~ _..".~I ~ CONCRETE TO BE REMOVED ~~U ~ ~ ~ ~_~w_ _ , I, m „ n , ,CONC. PARJfING-..'..:.,......I , - ° M. a_ _,m ~ I ~ , ~I~ ~ ' Itdt~.~,El 6?.a2 ,,l,As, rt,A r) t~ ,.l 'a, C_ I , ~ ! r. ~ ISLANDS TYP. _ . ~ . r ~ ~ h~~ ~ I d~ - I ~_I , I ~ ,M' ~_:1) ryas` 'i : ~ i BUILOtNG iO BE REMOVED 4~ ~ _ _ - .ASPflAL T I . ~ ~ » _ ~ . 1 ' r L;( _ ....:..:......PARKING..,. ~ rv.. _ _ MII ~Nw:, h ~ ~ w_ ~ r ~ _ I , , M ~ , I. _ , y „ ~ . ~ ~ ~ ' f I ° , ~ » ~ ,a"-:: I ~ ~ - _ :I ~ ~ _ _ ~ . I ~ .M. r, t , cJ ~ ~ SPNAL r., , . : _1 ~ I ~ ~ .11 ~ ~ . L ~ j ~ „ , I 1 . ..:.PI f) ISOIN ION'OF TUR SITE INCLUREJECTEAREM~VAL/REIOCATIUN OE ALL ~~y"4.N ~ _ tS' I ~ ~ , I , ~ _ , I _ J EX T G STRUC ES WffH N P 0 REA, PAVING AND BASE UTILITY ~ ~ . LINES (SANITARY'SEWER; STORM PIPES, 1^IATER LINES, POWER. POLES, ~ _ _ _ ~ 0 ~ 1 ~ ~ ( ~ _ I _ ~ w - ~ M. . ~ I I OVERHEAD AND UNDERGROUND POIAJER Af~ID TELEPHONE CABLES, GAS'. LINES, ~ i"'" ~I TREES, SHRUBS, ETC.) . x ,M ~ fy ~ ~ _ _ _ , ~ ~ w I ~ I ~I AND IS NOT' IJMITEO TO 7FIC FOLIAWING; u~~,. , ` ~~_I I, F ~ ~ . . ° ~ - - , f ~ - ~ ~ REMOVE EXISTING ~'dALK, CUNCRETC PAVEMENT ut'ITH CURBS, ~ " nw' f ~ ~~r~ ~ pl ~ , '11 ® REMOVE EXISTING CURB. ~ ~I I~ I , .t, ~ n. „ ~II 3?. REMOVE EXISTING CONCRETE [SASE FOR SIGN. I P".. ~ . ~ ,w ~ M. , i and fi. / ~ ~ + , _ .i „ ~I ~ REMOVE EXISTING. STRUCTURE AND FOOTING. . ~ ® REMOVE EXISTING ASPHALT AND BASF. ~ ~ z $ , I i I. I ~r G,ali~' ~ ~VI1~ , I ~~9j, I~ "ri°a ~ rl ~ q . . .,....r / I I_~ ~ n~i >L• ...~y~ ~ ~ -P; ",~if.~ -I 1E'v~~k,~~3 ~t w. , REMOVE EXISTING:- ELECTRIC BOX; OOOh?DII~ATE W/FLORIDA PONDER. - r U i a ~ „ w .w w..,,.~ w r h ~'I N I d ~ rN "f'Na yr S.h+I', ~nr ~ ~ ~ ~ ~ ~ "REMOVE EXISTING CONCRETE: ISLAND. ~ ~ 'd I CITRUS.:. I I i ~ a M ~ ~ ~ - ~.k..q ~ 'i ~H~ I f , r ~ - I I _ , M. _ _ , i ~ ~ - ~1 ~ B~, REMOVE EXI511NG FLAGPOLE. ~ ~j F fq ~'Y~",~ , I I. °,.r d d~Yya l " NF4 I~'u• ~8,-~',7C`~•ti":~~~1 F~~ n ~ j ~ 1~ ~ ~ REMOVE/REI.OLRTF CXISI"ING TREE. ~ I . ~J ~ ~9 , 1 ~ „ 1 Ifs I ..x:, w tkttl~~ r~~'~5~,; n n ?~!rlc t5 w~alMa~'-r-~*;~ ` nrtil~ ~ • >f' q t ~{f ~ ~ I ~ I ~ ~~u n a , n ~ ~ t m~ r 11 ;r ~ i ~~~I/ . q...,... ~ a. ~ ,n , a ~•s, a , , ' , ' L?{"~• ,ri ~y:,,~ „~xP:~ h'~~. 9., fro- fi ~~dl( ~:~;w,'1- MtY~I~-I- ~ ~ ~ I , w _ I I ~ v.a,~ ~ a •-Iws f-, ~ ,,.,d - ~ _ (J ,:~~"~1"tt=~ ~ k r "~r t: r~t~+"`1°tkt~9, r+~ ~ Jl ^ r a^ E 'ti ~ ~ ~ _.'~I O. REMOVE [XI~IIPir LIGhI'f POLL. N~ C V i^ If i( k ~ A ~ I I 1. ~ A f L j 1i { I- -m I"" tr Yrcw.D, ~n d ~ J „ r. M^IM^'•' NI' I k» 9 Y~_ ~ I1.. " a d'¢ ,t A. fit, .,"""a: , r t , a I I I ~ ~ ~ , ~ , m . q ~ ~ ~ t° 1 ,6* t l ar 'u 9 et, v t ,'E d p-a ;ia j,•~ at ~ b +f ~ . • N~:i,p-~ ~ 1 i k II I ) L J I) w . . , _ ~ e _ , _ I ,.awH ~ ~f ~;-r+ , . c; ~r , ~(l ~i SIP ,fie., _,,-±ra:rh'Iws wr+rM ~ H q ~ . ~ ~ ~ . , , 1 J ~pa~~ k"~~~." I ~ ~ r~ ~ 11. REMOVE LXISiIIVG CUAICREiF SPILLWAY. I 3 4~~ j ~ t ~ a „lI,,~U ~ _ t . y a ~ r P ' ~ r~yl ~ t~ k:k a ~h I {t ~ hf r ,rr ,N- ~-;..n.a.y y a ~ , ~ 1 f ~ _ ~ , w t, 4,y . +r N r M ~r ~-";„`l a-n t k a ,l o- a h ~ f I ~.I ) ~ ~4+r Y-j Sr s a "l .`t A~ k~4 r , n. ~ Iq ~ , ~ 1 t-~. ~ ~ ~~n~.,h(~,.~ wn r.~~~~,r.{~,i,, ;~;a': (~rh~.l~ t;y-n.,r ~M-ti tiN. a,r>„ k ~Ir~ ~ I ,...~I.. ~o ~I ~ ,fir` n^ r~-.t ~ ~ c ~ - ~'Y~ a~ ~ ~ _...".._,.:~I 1,.. l~If~LLETSIGfzI+;XfRR9'S~.~IGN~ANDNI4f0,~ ~LltiOdf,l 0~ fIhES, ~ ~ ~ 4 7 i ~ d~ k ,.1 ~ f f~ r I , . .r g' ~ ~n _ frJ' '1'9 rMMIF.'~c.~.n"'tm""IW ~!-~y..Y+)t a~ r -.f'SC M. t F { ~ ~ u ~ . h F~~ r 1+4x~.y ~4 r~dk +r ~ I: "et+,.l'"~;K ^`i~`''~'-?k I ' I ~ BASl:.`iFfAl L Rc Ell l EG ti"llTh'I ~ ~ ~ , ~ ,y:,, ~,~y~at„u~;,_r."1 ..s~`~;" ;M':-p-~,. , d~•x;H-~lI u;~~,_r"t, ~;~~~;~-k I 1 k: ~,41t F al, ~I rE.: I , -u .al III - (iGda e.p.d d, - t 1 h ' 1 t , ~ r ~G`tc~,s~:u`:+. .u ?.r_ e , . ~-~,~',,,::k-u.,,.. ~ ~ APPROVED SUIiI~~,Lf MATERIAL AND. COMI'A.,IED Ifd 17.. LIFrb f0 95~o OF C~~_ ~ ~ ~ u ~ ~ hdAX 4ENSITY. ~ 7 ua I $ ' 2. ~ 4 ! -.r, q . , „ „ f !:'r u • . -a ~y~r..,, ,f.. n t °,.~-„wI° 'f, ;+~.1. t t ~ ' ~ Q e.. k' _ h r c. f- i r ~ ) sF ~ t ~ra ~ k.~)+-'r`,'~',>~x.~.,r a s., h.. ,e'F ~;,n,, „}t.~~. i a o ~ ar , Y tt (KL Ei r JAY, V>< A w, ~ I, ~ w . a r; ><~I_'w4 ~ .~F.,~; ~Y,,w.. FyGa x>{~gW~Iw6u ;li ~ . ~ ` _ ~ , " ~ m11 ' 13 OFF-SITE: DISPOSAL OF BUILDINGS, SIYE; UTIL(iIES AD1D CONSTRUCTION ~ 1 g ~ ~ i ~ „ . ~ . I ;y r: a tea-rrt~r~`,~~]~d;^r d~ ~r~IF;P_u_a,~ ae~l~:~' ' ' I : 1 -,I,'! f I h~f ~._a..,,l-'4;~^M.,v_'~...~1 ti a,* .d~' ltsru''+.~4 titY~„rr -,-~:r w a,;;~ 1'.~ ~ 1 i' I , _ _M w I« ;{-a , ~ra v(~r 1 . ~}.~.Sr ray e, fw -,-tt-~! 1~.,u,r„~I- ;^~'-n-,.. ^I-~ , ~y . L ,r I-IY,p.Ifa1..~,~ a• dsr lo- , a-~'; aF -n w;;..,( re ,~~.,s,lt,;r,}fs;,n. •.§,:~rd1~:I II'~,, ~ ,Lr..; ~ ~ t i ~ DEBRIS SHALL OCCUR IN SOLID',WAS'TE UiSPOSA,L FkCILITIES APPROVED I l'r ti. I BY F.O.E~.R,~QOUNTY.AND CITY ~ ~ I~ ~9 e ~ ~ , , I6 Ian.a iS f-Y. c.q .,;a~et lki4.,»I Ss-.~~}. 'q:-*1+ J4 tY 4. k~...q .~:~(-tE,~ •M~, ~ li f , ' „ „4 c f., th`1," ~ tl' „ 4~ , JI „ u1( ...M. , riw.a,,.: r;.wr,N', ~I ~•~hd+;; `"'~aw~-k7. I;.;_n.,..c..,. ;h;ewr~,w,-k a,r7;d'u ~.y,r~,r • ~.q.v, r_~»p-1,~6~ti1•ft-w*~rr„ ~ t yy ~ :.;,_~.ak:~ ~!5,.:,~.~ r{ ~~r;a-I-;a-a4•a,l ~ I( H n , C ~ , ,,.h ~~,M ~"+r}(~ti^h- It~ t _ k x' ,~f-s -k. .f iS(-A^, M t'.';`` e. ?k,Y.., y a~o- ~ ~t r p i< ; Y.. . *°rrc~f r ~ i M~gifC MCI,., {d4~ V W •,y~ .,..-~--1 I ~1 ) ~ i r ~ h . a „~~.p.:•..~~ P rt a,.."-~.`d~-k-a:~r'r~-' -~-rrcF 'at I ~ r ~ . ~ + c ~~,rn;~~.~_K~.,~•,~;~.It,~.~-„-n,~Y 2 SrORY BLDG. I•~,-,~. j _-._I ~ h~~~ ~ ~ s T I ~ I ~ ~ Fl j4 F-~- 1C t f ^ N~4~'1"-:c''A\a~,, ~~1 JP !D ~.~,1.,^ n d~'µ;r E,u. ~ ~ . M..x. : ~ m ~~~.~f~~kr~f~~~M~ ~ ,{,+r,~suri;,, RN~rr BAn~k I~ I, ~ , ~ SPILLWAY f ,v 14 { /41'd rra4': ";1~~'A M1.}(15. 1 H C ~r.tt 9 .m.+,,.... 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J~'J r1 i. ~ brit - , ;l1 ~..~i !,f ~ ~ i ~ (iii, t ~ ~ ~ ~ / r ~ ~ 1 SIDGWRLK-- F.D.Q,T. lltiDf~h ;~~OO ~ i G' ;i c: ?i f J ~ ~ ~ I f yy , 1 i ~ ~ i ~ ~ - s- _ cr~,dr~ c~rr i ~ r P r r:, f,.,i i ni. ~~.~a~" ~ a ~1 „w., _ ~ _ ~ J ',Jry J ~ . i i iY' L; n~^.:'I .r.~A., v~ nn m.. r f I.i n1.m-.~-,r'ri ,I .,.e..~,o-, TMi ~ C~ '....,......m-. n. i ' i u mtl ' ~ , i ~ ~ p' 5.1 ~ 1 1 f t l' ) f~ ~ ` ` L. wen.uzwua~a..~ ° I ~ E~~ ~ n i - q ~ ..u"ivuo ~ ~ ~ ) e~ n.msau rmmmnan o, ~ ~ ~ '~I Y _ ~ G s j ~ ~ ~ !i _ . - r ~w ~ ~ f^^"~ ~ ~1 ~~i.. ~ ~ " ~ i` ~1 ~ J t ~ q C7+fEt7~~'ACi~~rrL~_~' I _r, ~ ~ ~ f ~ ~ ~ ti ~~4 N ~ ~ C TYf~. d ~ j . ~ ~ r f c~a - 1/ \ ~ I n r ~ ~ ,~S . / NEW ~jrt Jr!!/! ,1rpp~~/1 t~ SIDEWALK ~'R ~ ~ ~ ; 10~ WHEEL O I~ ~ _ ~ , EASEMENT ~ ~ ~ ~ ~ ,,.,E ,Q- STOP 2• 11.85 ~ pa ~ z.~ ~ ~ ~ w ~ h 24 TYP; ~ ) 1: 2 ~ ~ ~ d, ~ ~ ~ w. 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I, - ,e.~ _ __.u_ti k" ~h~. ~ ~ i T ENTER ~ ' ~ , .t ~ ~ , ; ~ ~ ~ 1,r~ ~ , ~r f - ~ SIGN ~.~~~~m ~u..~,_,.W i ~ ' ~ TYP, r i ~ R5-1 w_~___„- ~1 C I! ~ P i w'~ ~ t"a r a ra spa c~ r: - t ~ , r~ s as r~ r~ r^ ~ ' ~ wt o ~ ~ --.-LiC S{GN RAMP ~ 11.$7'i „ ~ ~ : ~ ~ . ~ , ~ ~ ; q' • - 2 `EACH ' ~ ~ 4 _ ~u ~ ) Q ~ ~ 1 ; _ ~ , . ~ ~ ~ L. i ~ NC SIGN... ~ 'r , ~ ~ ' << 2EACM 2 ~ k: ,~r ~ ) ~~~1 ~ 9 1 , ~ ~ . i , ~ u~ Q ~ ~ IV ~ ® ~ ~x RAMP r~ LIQI.~O ~ ' " 1~ ~ ? R ~ I ^ ~ ~ Z ~ ~ ~w ~ ~y k _a ~ ~ ~ < .r _ , f ~ ~ ~ > 1 S E t - ~x 9 TORY U! ~ ~ , QQ ING ~ ~ ~I , ~ ,w ~ ~ N 9 p 4 p~ ~y tt , i a I ! ! „ . ~ I ~ ST f~ ~ ? 0 r & { g r a R I :..019 ` 4, r-, d o h ~ ~ ~ 13 ~ s ~ ~ I o o 115 .u," ~;w~ . ~ 10 , _ x, „ 5 NEW CURB TD MATCH ~ EXISTING PE "F" ~ ~ ~ ~ . ~c~1 nro C~au ~ r ..._.a_...i F.D,O.T; INDLX 300 ~ °"e ~ Y ~ ~ ~ ~ ~ ~ ~ ~3 K " c~ r~~ ~ , ~ ~ ~ ~ ~ ~ E~ y G5 L.F. OF -~w.,. : - ~ i k I~ u ~ ~ a ~ a l ~ ®ti o_..~_..____~-~ ~ 9, f ll_r, CO~dCI;f_IC .~IDFUJhL4~ __~.e-.~.__...._-_ - --p-P~---~-~--.~ ~ ~ ~ 7 r g, g, ~ f p 2.5 1 M1a ~ u. i U ~ , . ~a GENERAL i p _ . ~ ~ . ~ l 8 ~ ,1 T~ ~ ~ ~ . ~ ~ ~ ~ ~ STACK. r . ~ ~i`~)~ ~ ~~c.r r..,r„ ~ ~.~.;r",~ d ~ ~rrae~, : ~a r.~ , i ~ ; ~ - ~ t~,,; ~ f~,,~,„„-~ . ~ _ DR) E i STRIPING r G I c 1 ~ m~~ @~1 J ~ r~ }r~:. ~ ~ x ; . ~ ~ ~ ~ TYP. ~ V ~ ~ THRU Rx , ,a ~ ) _ ~ r.M...._ 3~ ~ ~ r f~ ~ _ ~l. " WlNDQW ~ ~ d r n r f:~ ~ ~ ~ i t ~ NEW FIRE , _ _ ~ ~ .A u a ~ 11 DEPARTMENT STOP> SIGN ~ ~ k ~ CONNECTION.. ~ fir' RAMP ~ f~IEW S ; . ~ STCaP BAR n f ~ NEW 12'x12' ~ ~ I~~~ ~ ~ D~,~fVHOLE ~ IVEW FIRE. ~ ~ p , q ~ ~ ~ ~ " RANT 5~ ~ _ z ~ a ~ HYD w 6 ~ e. ~ _ o.,,.~ ua 1 Dt1MPSTER PAD ~ ~ ~ ~ _ ~ ASSEMBLY ~ - r~~u:~~. , 0 w/`SCREEN WALL r`w~~ ~ tii~ ' ~ ~ ~ tt') a ~s ~ l SEWER r, fro, r7 ~ .u ~ ~ &VALVE _ ~ ~ ~'C.O. ~ r ~':t e ,f., k ~ a 6 . CURB ~ i o:MO..,.,~'_~~r.s'~~e~~~ae~c~ara~~®~s ~ ~ ra,._..'.., n a ~ ~ ~ DOM, WA ~ a^r ~u..w, ~.,w..~ ~ ~ ~ ,1. ~ ~ ~ek ~ - ~ ~2~ 1~ ~ ~,.~`fE~. , - I ~ ~ ~ - ,~,i , : ~ i ~ ; fi , ~ R . V ~ ~ ~ . ~ f CrfC . h ~ ~r~, v__~'~~ e ~y ~ V n e _ ~ .f q„,„ ~ ~ n -y--- _ _ ~ j w~ - ~ J . ~ 9 i it ~ ~ w-~..~_M,~ , ~ w~ _ l~ (~cr1~~~~~a ~~y„~a y , ~ ~~,.~y~ i M„, a k , > . ~ ~ „ a .w~ ~ ~ u~~ v.,~ ~;a~~~,..~ r' ~ - e~ ~ ~ ' :I ~ ~ t~ i TO BE RE~ONSTRUCTE:[1 ~ ~ ' 1 J ~ ~1 r ~ h g I ~ . i. 1 .,i 1 ~ ~ ~ , a ~ c ~ ~ ~„~?Pd?"RvL S~r~U~ r i 0 E3E iv~Cif)I{~IE.I~) - E ~ ~ ~ Ti~F' ~~,lf~ ~ ~ _A__~. _ , E I:~~~Jm ~51~~3~e~~~a" CLA I ~ „ ~ ' a 7T:r~ ~i~ ~'~~..I~l 4 ~ ~ t r M `ahi E,ei No !S ®f71 G No rya ~ VCI11(. UI ~ the A 9~1Jl( ,gin ~ scat _ 1 t j , ,m _ mom .mom,. . ~ _ u. a°*FR f MarvMx.wv ~~...mm,. 0,7,,..mr _ ~ _ ~ z~ Q , e w~.~-w. ,-~~z ,.M,,.~„ - _ a u n Itl ~ ~ zoNED ` o ~ ° RPD + 169+00 170+-60 m-- _w a_._.. ~ _ 171 +00 2 00 ~ _ _w 1 z3+aD _ 174 ' I 6Q39, 174+OD 175+00 ~ ~ 60.09 - P"... _ 59.49 176+00 177 QO C] 1''~ _ 59.79 ` .59.1 ~ 58, 59 58.29 Q 50' 100' I, 5~.a9 m ~ r_ _ r _ _..n~ ~ ~ o ~ a , _.u _ ~ k, ! ~ ~ ' '1~ t Z Y . x - s ~ ~ ®132'01" E' rf t' _ .,.,y °p° ee at tet .m:w at• tit et ':d'°`~s.,. "~q^V ~sqi ~A ~ ° '~,~,~nt R". . 0 9 q'~ V (Q t P ,t t t ~ t tt pt, w... . ~ ~ ~ J 09® °09 ~ t I 4 ~ ~ ~ &J -v .J tp ,,(rrr^~~~ • 9 0 9 Y m s 0 c3 4 FUTURE _..H.._F 6UALGREENS PYLON SfGN ~ ~ ~ f; ~ _ ; ~ , DRIVEWAY 3 ° h ~ r~ ~ ~ r ~ I ~ ~ 8 I X G _ g, , UNION STREET { i--~-I FUTURE COMMERCIAL OUTPARCEL TYP 5a~ x I ( ) TO BE DEVELOPED UNDER THE l ° I GENERAL COMMERGI SCREENED , , ~ G AL DISTRICT (CG) TRASH TYPE D CURB TYP ~ INTERIOR. • ~~11~ ?/t ~W>-c~-azv, ® ~ I l zo ( ~ KING REGULATIONS ~Typ~ ~ ~ LANDSCAPING (TYP} ~ ~ ~ ? ENCLOSURE I (0,97. ACRES) SUN~T PANT ROAD fi . 576 I I I G r ..x. , . ~ ~ I ~ , I ff ~g,~ r ~,tlk • ~ I I iq ~ , ~ . I, I p 71. ~ LOADING ZONE.. "~a 51TE I I f .r I I I ~ i ~ r•. ` , I j r I ~ 1a' ;j ti,; I 156,11 ~I , 39 z .67 ~ I i I 135 1 ~ ~ 6 ~a F ~ ~ s~ ~ I I I> I ~ p _ I< ~ 1 I cn l ~ W I ZONED i _ CLEARWATER x pp0 I I ~ M AIRPARK ~ ~ PN R RM-~ 2 I It ~ ; ,r~ l v~j,i ~ qtr ~ I / ~ / f, ~ i ~ P~~ I I f° ~r7 I TYPE ~D' CURB TYP ra O I ( } G 14 14 10 7 ~ ' , ' ~'j ; ~ ~ ~ I I I ~ p, I Y ? fix. j/~'d a W Q ~ ~ , ~ ~i~ ~ I I I N I I I° ZONED: ~ ~ f 1' ,/j f~, ~`l ~i~ p a U DREW STREET I I I" ) ~ I C- ' ` R I I I ~ ~ ~ ~ I I ~ (2.27 ACRES) I I ~ I I ~ ~ , N f,r,, ff • ~ fff, ~ f f Y ~ ~ / ff, , ~ I ' `.~I .Ifs, ~ ff~ ~ I ~ ~ 1 ~ ~ w I c. Q I I ~I, I ZONED / f 1rf i;' ~ I t . I j I I I I C®~ CANOPY t~ PROPOSED PERMITTED USES i ,I I g 9 g' I• I { 1 , INDOOR RETAIL SALES 1 ~N I I~ I ~ 24" 2. RESTAURANTS I { I STOP BAR _ 3, MEDICAL CLINICS LA I I , ~ ~ & R1 1 STOP / BORATORIES i i SIGN (TYP) 4, BUSINESS/PROFESSIONAL. OFFICES I I Ie I FUTURE NO PARKING' 5. BUSINESS SERVICES I I Iw ~ DRIVEWAY SIGN , 6. PERSONAL SERVICES L { I ~ ~ f; I I I : 7. INDOOR COMMERCIAL RECREATION/ENTERTAINMENT 1 ; ~ " _ ZONED ° { ~f/f °~;fA~f~ ~ ~ 8 , NONPROFIT ~ { I• ~ IAL OR COMMUNITY SERVICES i • f /fit ~r - ~ (4 +a ~ ~ 9. ART GALLERI 5 T I I 1< ~ _ .u~~,_~ • .f E /S UDIOS _ I 1, 4 I I ~ t ~ ~ •lp 1 fir!' f,{ 10. VETERINARY OFFICES 11, ONE ALCOHOL L I IC SALES ESTABLISHMENT, PACKAGE SALES; AND I I4 ~ f` ~ /f ff, ~ ~ 12. ALCOHOLIC BEVERAGE SALES, CONSUMPTION ON PREMISE FOR RESTAURANT ONLY. I I I• I I I ~ TYPE 'D° CURB TYP f , ff ! ~ ~`f ZONED ~ ~ ~ cv ~ ) / ~ ~ ~ I ~ I I 1n I I It h It ~••~~`"ffff ~ r ff0 ~ OPD ~ ~ ~ f I i t _ I I i DRY STOR _ . _ wu-____ i; I I MWATER POND t ~ ~ ~ . I. fir. i ' I I ,~I f I ~I NO PARKING P~ w I I i I t SIGN r~ ~ I I n ' r~ Q a 11 I > I I r I I, I I ;~~,/fff~j°~ frf~% 6~ p ~ a I I tlt I I I , t.t I I I a= , t. I , m.t 19 ~ .d~ J~''~'f~' o`' /f/~ ~ ~ I ~ ~ ~I~~ 19 _ I 24' _ 119 f :.fir , fd ' f j ~ ` w I I I f ~ ~ -0~t `t u I I , ~ °a~'ar c~ ~i ~ ~ 1,r ~ ~ EXISTING PROPOSED IN. ORDMAX. I I ( ) I I ~ ZONING I i i DISTRICT: CPD & C-2 CPD _ I _ ~ I I I USE: i I I BANK DRUG STORE/ t I I ti, / ~J j° f I /f ~ f / •~.f '1 ffj fat; , ~ to w ALCOHOLIC I I I ~ • /f f ~ , BEVERAGE SALES i-.._. _ _ n. ~ _ I I f 'r ~ p p LOT AREA SQ. FT. AND ACRES I ( } 141,407 SF 141407 SF I . f f / ~ ~ GROSS AREA (WITHIN PROPERTY LINES): 3,246 AG 3.246 AC i ii .t I ZONED t.t. LOT WIDTH: 271 LF I C-° 24".STOP BAR it R 271 LF I 2 ~ R1-1; STOP I ?pt ~a, ,~.fff fi f ~i~r`.s~', ! LOT DEPTH: 53D LF 530 CF I SIGN (TYP) I II DENSITY (BASED ON NET ACRES) : N/A N/q _.2 _ _ _ r _ _ _ _ _ _ _ _ ~ _ _ _ _ f ,~/f i ~ e',/ r , BUILDING COVERAGE SQ , FT . AND % OF GRO w ( SS SITE): .2,863 SF 15,525 SF 2.02% 10.98% y~; T G GROSS FLOOR AREA AND F.A,R.: 2 8 . 63 SF 15,525 SF ® e R 2.02 10.98 A! 49 B 49 2 ' _E ~ j r~ ~ (1 SETBACK A ( LSO INCLUDE DIMENSIONS ON SITE PLAN f/ SCALE: 1 = 30° d~ DRAWING) SAW CUT 8e MATCH 8e MATCH ''rv a EXISTING GRADE FRONT: 37 LF 200 LF 25 FT GRADE ~ /f SIDE: 100 LF - _m 80 LF 10 FT ~ _ REAR; 40 LF 39 LF 10 FT EXISTING PROPERTY OWNERS ~ C . , ~ PROPOSED WALGREENS SIGNAGE BETWEEN STRUCTURES; _ N t~ /A N/A SUNBANK OF TAMPA BAY ATTACHED SIGNS -DRUG STORE HEJGHT; SPECIAL ASSETS DEPARTMENT ~ 64 SF PER BELCHER ROAD FRONTAGE. BARBARA ZELLMER ~ _ HANDICAP PARKING 61 64 SF PER SUNSET. POINT ROAD FRONTAGE WITH BONUS PROVISIONS (IF APPLICABLE}: 28 FT 315 EAST MADISON STREET, SUITE 619 TAMPA, FL 33602 ATTACHED SIGNS -LIQUOR STORE 1 PAVED VEHICULAR AREAS Sq. FT. AND % OF SIT ~ 813 224-2439 0 /ll ~r)~ PROPOSED CURB CURVE rABLE• C-1 R = 39,239,60' f ( E). 34,135 SF 58,947 SF ) 64 SF PER BELCHER ROAD FRONT 24.14 1.24 ACRES) AGE 41.69% 64 SF PER SUNSET POINT ROAD FRONTAL /r'// SITE BOUNDARY LINE 00°99'07° ~ ' E j' OPEN SPACE GL EN AND HARRIET FINKENBINDER FREESTANDING 51GN5 TOTAL FOR THE LOT (SQ. FT, AND % OF SITE 104 2261 SWEDISH DRIVE APT, 3 } ,409 SF 63,400 SF 20 FEET MAXIMUM HEIGHT °p ///f F ~l~f ww, RIGHT-OF-WAY A = 489,28 73.84 % 44.84%, CLEARWATER, FL 34623 5 FEET MINIMUM STREET S C = 489,27` , - ~ EXISTING EDGE OF PAVEMENT CB = S 89°27'43 E ~ , ETBAC K 813) 799-0938 64 SF PER BELCHER ROAD FRONTAGE FOR THE FRONT YARD S (Q FT. AND % OF 1,.550 3,039 SF 2.00 ACRES) 64 5F PER SU NSET POINT ROAD,FRONTAGE j REQUIRED FRONT YARD } 90% ' CLEAR SPACE (WATERFRONT PROPERTY N A PROPOS P PROPOSED CONCRETE PAVEMENT ~ ~ C-2 rf = 511,71' CMS p I! ~ ' ~ ~ } / N/A ED OWNER AND PROJECT REPRESENTATIVE TYP TYPICAL 01 °42'99° CM,~ ' ~ EXTERIOR PERIMETER .BUFFERS: ,K. ~ ~ BELCHER R M. DEVELOPMENT CORPORATION PROPOSED FUTURE C-°2 SIGNAGE A = 18,29' CM> ~ - 0 FT 10 FT MtN. RICHARD MALOOF I' 200 1ST AVENUE NORTH SUITE 204 HC HANDICAP C _ 18,29` lMa ATTACHED SIGNS ~ SUNSET 10 FT 10 FT MIN. ST, PETERSBURG, FL 33701 64 SF PER SUNSET POINT ROAD FRONTAGE (813) 895-2150 ~ 'i SOUTH 0 FT 5 FT MIN. 10 10 PARKIN CB = S 32°12'26° W fM> ~ ~ C~ G SPACES a I' FREESTANDING SIGNS I, WEST 40 ET 0 FT 20 FEET MAXIMUM HEIGHT. S/W SIDEWALK. ' o 5 FEET MINIMUM STREET SETBACK e - f, 64 SF PER SUNSET POINT ROAD FRONTA GE c I ' PARKING LOT INTERIOR LAND o 'I SOAPING 11,073 SF (SQ. FT. AND % OF PAVED VEHICULAR 18.78 c ~ AREA; ALSO, DEPICT ON SITE PLAN DRAWING BY. SHADING/CROSS HATCH{NG o i i ~ o ~n,.._ _ I.J rmmml NU uiVt AFFLIUABLE FORMULA): (6 SPACES,PER 1,000 GFA } 4 HG 15.525 x 6 91 REG _'93 SPACES SUNSET PAINT ROAD AND BELCHER ROAD ARE CURRENTLY u 95 TOTAL UNDER CONSTRUCTION BY PINELLAS COUNTY. THIS PLAN FLOOD ZONE SHOWS THE PROPOSED CONDITIONS OF THESE ROADS BASED THIS PROPERTY LIES WITHIN FLOOD ZONES ' . ii r n a G & X' q5 DEPICTED ON FEMA UPON CONSTRUCTION PLANS FURNISHER BY PINELLAS COUNTY. u FLOOD INSURANCE RATE MAP NO. 125139 0126 C REVISED JUNE 1, 1983 AND - I, FLOOD INSURANCE RATE MAP NO. 125096 0010 D REVISED AUGUST 19, 199,11. NOV 0 419 4~ H HIMNO M i N' 4 _ . ° . Q bA h ~ 514 + ~ k- ~ ~y ' ~ m + ' p S { ~ y~. ch" r r I, ~ h ~ ..m... ,w. hcOflWUII - - - - II ~ 169+00 170+00 ~ - ~ . ~ 171+00 t ~ 0® 172,+ x - . _ ~ 173+QO 174+ 1 . , , a Q ~ 174+00 ~ryo"' 175+00 176+00 177 00 ~ 60. ~ w._ ~ 60.09 ? , _w .w:.._ r:: ~ 59.49 ~ 58.59 5.29 Q ~ ~M o~'`' ~ c~ I 59.79 , ~ x x x~~ { ~ ~g, ~r• , 58.89 s~' ~ ~ ~ storm kvnf r m^,^hnle , ~ x,~ o~` p ~ I _r :_..~w ,'r'' w,~tar marZhole tmJer , ~ I sti>rr77 ~,atE;G rrr~7n/~ule z G 0 ~ F a__. !a ~ .w _.y ;vt~c~ra~ _ _ W una`er cop~.,t, action 1 l 0 x~¢G ~k e A~t`~ U -M. a~ 5~., X ~ x . to ~ ~ y\ r ~ 1~'_.. ? W -..,-.*^-,^T-ram- t _ .4 a ! I _ ' ~ . , AA a ..a ..9 w_a,.,. p " a o e . sae I a di ....r. k-... ...„....:.4;.,.. oaa a e ae 4 Va. y'n aa. . a. ~r~~ ..e ~ t~,~ &CA lRi1 drJ { ) IFS ~~^C~t7.(r.._.:._. ~ rcp 1 ~7 tq ^J~ r0 ~'l. R` 56,33 d : e ~ a e o ~ ~ * AA-.... ~ e e o > e . M... . m ..e... ~ . e .-~l ~ x0 rd~ ~ Q 56.33 b"~ ° , , . y ~ !L , • w ~ , ~ S 01'rt) N'0 e/ '0/ ~ s'~, x ~ ~ ~ \ ~ ~ d a laJ r ~ I ~ { S8 ~o ' ~ S 5-50 r`nv a1P.v; = 51, k„ I kQ* x nr,~ ~h' e I 4p 5"1• ~ ,SO o~ ^~d 4 ~ f W FDOT .TYPE F I NCET I ~y ~ S"' ~ I ~ GRATE EL 56 , 50 " I r `1 yea ~ ti ' ~ ~b9 p - `p0 ~,.5 ~1• xY~~O. , ~ ~;~~`a~' dr, c;'o~ ryy C7 ~ ~g ~ S 51 ~ t" ~ a" l~~'\ ~ fd ~i ur ri cv ° W C~,) y,1. 4 l INVERT EC 52.34. i { k k 1~` ~0 1~ ~p h ~ 0 x x a X~~ 1 1~~ ~~~W>-c4-02tn x { sti , r 16B` LF 15" RCP. SD ~0.20~ 5--51 I ~ ~ ~ ,dr` h~~ ~cp sD a.2o~ ~ ~ `1 ~ y..~~o4~. - - ~;t~u 56,00 0 ~ 1 1 ~ ~d FDOT TYPE F INLET sfcrm wofdr~ n~arrlaale 0 'y 1 GRATE EL 56.00 tap elev 55.61 ~ 1,`' a0 ~1• ,~;h t Q fig. _ t,- ~ i 1 ~ , ~ Ar o ~ , ~ , p INVERT EL 52.00 I ~ ,ak a°~ 12~' ~a1~ ~1• ~ ~ h~' ~ ~ ~ ~ ~ 56,50 ~ j ~ ~ ~ -;d>~ ~ ~ „ . ~ r• , w ~ v7. y , ~ { ~ $ ~ { .57.43 I~ I Xr~' ~ 4i .i J 01 °P I I { M1 G s ry ~4•' . ~aJ ,~1 ~ ~ z; ~ Fri ( ~ ~ ; FDOT TYPE F INLET i ~ ~ k ~1• ~ GRATE EL 54.50 I I ~ u { Al s ~ ~ '~8 ~2 ~ FJ~ ,f b 41 1 ~ ~ ~ , dd ~ cryb ~ (y~ c" 1 ~ a~~` ` cf ~ if Sc9~t'C~9!~2 s Y > k tj~' ~ ~ ~ /~A N'I- ~ G J t r I I ~ 5G.G5 ~ ` F INVERT EC 51 .67 'c~ ~ ® 53,8 T 1 6' I tiNA4x k fLw 1 ,~a ~ I (}-IZ ~ i l ~'S''n ~ + 53 8 J, '6p Sp ~ ry o, 'h ~ r d1 z tY ~ I ~ I ~ c~~' ~ / x ~ r 1 W'eP' jfa + z,.•. I { tv .A~ .'~S h1. ~ f<a; ah ' i f<~'~• b~ ~i~ to 'i 4~. l<n ~ ~ fF! a'~^)C~r t4.~~ I a I Q. i ''h'xj ~j~ t tf f`t J f ~y x C(~ ~ ~ d tsj Gl. I> { I ~ 5-53 I I I, s ? . , .r ,P I I ( o i rI J ~a ~Z ~z FDOT TYPE P-7 JUNCTION 60X I i I ~ ~ ~ ~ ~ i ~ h'~• ~~w;5ax a to r ' ~ ~ ~ ~ / / ` a~ ~r ~ ~ L~ z`~,,~'r^ „ ~ a~ ~i` ~ I 59.:5 (D ,c r "if P/' r ..p I r „as9 t`; ~ d o o ~ ~ ~ ~ y~ RIM EE 55.20 I i , a' ~ i 1 i x ~e'la'l:''1.> r odd ~ i~~ ;y,pW I i fµ I I 4 54,50 56.00 l l° dd ~ d~ w a`~ . z INVERT EL 51 .60 w i ia~rv' { ~ w a ~p I i I MAINTAIN. EXISTING SWALE I' g O Q ~ : ~ ~ i J i ~ ~ . ~ ' ~ ,~,a'~ ° s~ tin a ~ c~i 6 . I h h h 4j h 5-54 PP PP I : r y~ e. x ~ k i I . FDOT TYPE F INLET I h;~ h~. ~ t~~ ~ k k ~ , s ' ~ c,~ r ~ I ~ ~ I ss ~s 56 00 r dd I i I ' i;'' yip h ~ a . ~ f GRATE EE 54.50 I s,~~ s I i { I o s5.9~ 15~ 3 INVERT EC 51 .70 ~ I I FUTURE DEVELOPMENT ~ ~ ~ i ~ ' i ~ I f I AREA = 42,442 SF I ~ FF~ = J~ i ' ~ ~ ~ i ~a I I FGa G°' o~~ ~ ~ d ~'~~/d ~ ' ` ~ d/did ~ I I cu i,F ~ I I I °C' = 0.87 ~ ~ ~ h r h ~ 5-55 .i { ~ ~ ,P i i a e ~ FDOT TYPE F INLET ,I { 4 s ,:'V ~ I ~ I I S ~ der r % i ~ ~ ~ ~ I I e k p ~~~o~ ,k „1~dti I I 1 ~ ~ >r GRATE EC 54.90 I ~ i .~I I m° , ° i 1 I I I A DRAINAGE EASEMENT WILL BE PROVIDED ~ ~ ~ + f NVERT EE 51 .51 i ~ ~ i ~ FOR THE STORMWATER POND MAINTENANCE. I I ti i I I , I`~`' 14,E THE LIMITS OF THE EASEMENT WILL BE THE I r I . ~ r~ ' d 'CS i 7 ~ s~ m r Jx 5-56 ( I ~ TOP OF 6ANK. k r 57,00 i i I J t'.~' I I ~,~x e ^ g6.30 ~/~k.dA~ l.`,7/ fj~f" f"n rn ~ ~ I o' t~` p W MITERED END SECTION 2 :1 I I i t, ~ k F ~ " J r.~,, ~ ~ I h 4~ ~h f ~ ~ ~ `~i .I. kI g~ a jr~'' y~ ~s3p .e~1..11~~"r ~;~'tr/ ! ~f~~,fd y}tiY r ~ ~ I I ~ X r' 4~'t ~ i J r xh"'° } r d ~ ~ a v~ ~ o 10' 10'x4•• i I I ( ~ ~4• n, h~ ~ WITH x I I n 55aC1; ~ ~ I { ~ s5 as ; ~ i 'h I -ao 5~. 55.50 / ~ ~ dfd i ~ ~ o 0 I 0 I 0 Id r ~ / t p, ~ u~ SAND CEMENT RIP RAP I i ~ 57;00. , , , ~ 1 I I 1 INVERT EL 51 .50 I I kl 2.1 ~ ~ c~1 • + r I ~~0 ~ S~ ~4© ~ P~`d rk~;r~6~~r~;7a oa ~ ~d/ ~ ~ ~ ~ i I I rn ~ ~ r I ~Q 0 5 .'d t~,r~, ryre~t, rlPf '?,~,r ay~- ~ h a~ ~ ~ ~ ~ 6 2 k ,7 lc~ fa , U - ,ti.S x ~ ~ i 5-57 I i I h° ~ o o , ~ ~ . ~ ~ ~ , a OUTFACE CONTROL STRUCTURE I j _ I I a I ~ ~ SEE DETAIL SHEET I I yi ® aQ Sg s ~ I L~ ~ I EROSION CONTROL i~`V m~` 56. 3p "t,,.~ ,~5 ° S~. 0 i I' INVERT EL 48.60 12 HCAP) I I~"~ I~ a ~ ~ ~ I „ IE~ „ Q I. I~ I I ( 0~' j < Q ~ caw h- / ddd i ~ f~ d ~,'a Y ~2 I' INVERT EL 46.80 6 UD) i i I 'FV ~r k x h' x 2 k u i ~ I G I I I ~ Bryn 4, y~~ 5-55 90 LFk; 18 RCP ~ t~ ~.10% ~ h ~,1ox ~ h~ ~ t1~ S~~p.~'~ ~ s~ -,'`l d~~ ~ t~j''1i, ~,r aj~. } 20 LF 12 HCAP SD ~ 0.2074 ~ y A ~ ~ - ~ i ~ ~ ~ ` b~ I I r".7'. , sufc*. u..R~,.~s~}`t" v.~r~r{ "as?eC 5-58 I I S-59 ~ ate., ~ ~dddd~ f,, ~ df ~ ~ ur I ~ _ _ L _ h ~ i r w EXISTING MANHOEE I y ~ I O 46 5, i ~g . r~ ~ ~ a ~ I ~7 o b ~ ~ / dj , fr, , I i j ~l + ~ a /d ``Oddr~,Y tir f~d~7, I _ f i DRY STORMWATER POND 2:1 2:1 i 2:1 f k PINECEAS COUNTY S-93A S 60 ~ ~ ~ „ I 1 I~ q T F 10 LF' 18" RCP SD ~ 0.10% _ ~ ~ ~ er1 /d ff INVERT EE 47.0 18 RCP) I I ~;I~ ~ ~ „ coNCRE E LuME S 56.5-57 0 n ~ _ 3O0 LF 6 ADS UD ~ 0.20% ~,d, i<,~' I I ti _,.,~_.~_,v.~,_..~.„,,.._.m. M..~ W~10 x10 x4 ~ad~ Imo' It~cl;' ~ ~ Ae,J~a ,~~'ldI{g,~°"!~' , ~ ,p INVERT EL 48.40 12 HCAP YI ' ~ I i CO TYP h SAND CEMEN~11~ ~AP~ 5 ~I ( ~ CQ (TYP) 5 I 4, j dh~'. Add~,~ryd ~y~ ~ At C N~ t~~ S~Q ~q ~ ~<Q ;r ~-G~ Qe, W~,r j'1` ~1. .~,,cu ( ~ ~ E ~ I r7 GO (TYP) CO TYP I> ( ~ i S-59 i I J 5 ~ ~h6tt.' ~Gy, hi 7.}fS 1 jf~ / Xu~~` F/d ~ ~ 4' O I to { 3;1 , OUTFACE CONTROL STRUCTURE _ _ i , I ~ ~ 3;1 ~ - ` , , ~ f 5 e { d A ~r ! i I ~ w t,. ~ ~ ~ 5~ SEE DETAIL SHEET I ~,i alb d~.ab,~.a..~.>~..a~.....~...x..~.._~.~...~...~,, k ka ~ - F^ ~ - x rj G6.52 a k d d dd rig ~oX kt,hf f,dd ~ I INVERT EE 52.00. I I w I I , w 4,. , 1° II p -~I~>>.aa ~ ~ p ~ ,r.1' ~ 54,50 1sk ~ .10 r~ ,.jd ld d~f~/ ~ i ~ , I N ~9 07x09 6Y A I I a~ i ~ CAUTION! EXISTING 15 VCP 42 x12 CMP TEE. I I i i I SANITARY SEWER' MAIN ~ ~S7 'per .dd ~ 1,~,, ~ ' w c kss,9 ~l ~d ~ ~i4i ~ dr SHOP DRAWING REQUIRED I I I INV 15 VCP = 46.1 ~ ~'1 i > ~ 1 ~ I I <y~ if, I TOP'15'°.VCP = 47.6 4 I I ~ I INV 12" HCAP = 48,5 ~ i9f~d/ 43~~x ~f~d I I ~~"ry ~ t I ~ ~ d t...._ _ w. _ _ _ -k i o~ E EXISTING DRY RETENTION AREA z ~ c,~ I 90TTOM ELEV = 51,0 P e• ~ G~. Q , d : " / st~~rm N~~nfer rnunhclry / n e ~ q, I i M y w I x ~tr b`~~ S~ 0 5-58 `~p~- ~ d ~ antler ~onsfruttlr~n b"ti`'/ d ~ E,~~ 4 ~e ,dd yu~~ d dx ~ ~ ! I I I qI I II 1 V 1 I 1 ~ i I ;G, ~o ~j i ,,5~~ ~ ~d r" i ' r ~ I , ia' r I ) f ~ ; dfr d ~ ~ ~ i L _ _ _ _ _ _ _ _ _ . _ _ . w ~ ~ c ~ 5 h \ J 1 k h?" p d ~ m ~ ~ ~ ~ ~ ~ m~'c~'n~ __.___55.53 ~4~~ +3._...__., ~ r_:._,~+~i_...__._____ ° _ .w-,__ °xd thy. a EE 'f ua ,h o M~' Ni rr top ,~f bunk. ~ EL VATION ~ ~C3 i ~~a k ~~,h TYP TYPICAL r w o A/ k~ ti i" h~ti° ` '~~d y k SCALE: l" = 3Q' l' ~f h~ ca / ~ ~qa ~ CL ANOUT E s SAW CUT Re MATCH T 8t MATCH ~°d7h~, d, ~aa"' h ,~ti i IE EXISTING GR DE A INVERT ELEVATION GRADE ~a: 6 i HG HANDICAP _ ~ ~ .a_ ~ _ . ~ J`~f~~ ~ A ~ti ~ ~1k n - i ~ EXISTING ELEVATION 60 PROPOSED SPOT ELEVATION SUNSET POINT ROAD d( y ~ 52 .PROPOSED SPOT ELEVATION , ; ~p`sx ~~,t, C-1 R = 34,C39 60' , I DRAINAGE INLET ugr 8 = 00°49`47a ~ ~ ~ h o ~ T MI ERED END SECTION i, `h ° l/~d'f A = 489,28' 'a _ ~ I EXISTING SWALE STORMWATER FLOW n~ ~ ~~a d C = 489,2T' ' ~ yin,. CB = S 89°27'43" E SURFACE STORMWATER FEOW C-~ R = 611,71' lM~ - F~ " DIRECTION OF STORM WATER FLOW 01 °42'49° CMI ; 4, I, f~ ` SD STORM DRAIN _ { A = 18,29' lMI f i ti C = 18.29' CM1 , ~r ~ UD UNDERDRAIN ' ~a,".- a p~.x ~a b CB = S 32 °12'26 g W fM, ~ i a CtJ in HC P A ~J x - HELICALLY CORRUGATED ALUMINUM PIPE m ~ ~ , a ERCP ELLIPTICAL REINFORCED CONCRETE PIPE m ~ ' v> F ~ i FFE FINISH FLOOR ELEVATION SW ~ SIDEWALK S_50 C STORM SEWER STRUCTURE NUMDER O j' O r. II Y cn EROSION CONTROL ni Ij CCONCRETE PAVEMENT Nov 04 lqs"f ASPHALT PAVEMENT r N, a 51146 ' h' ; o hh• h ~ U NEAOWALC i ®o , c p ~,I ° N i _ p W jJ w .h ~17Ot74.O4 Q~j ~w EDGE OF PAYMENT 170 ~ ~ h 173+87.E (~3*a7.~o ' ~•~•w'SE T POIIU T ROAD (UIUDFR CO/US TRUC TlDIUf 1 D 0' R/VV ~ Vzl - _ , ' 171 c4,yq; ~w /72 I73 a1 0~ ~1 : SANITARY MANHOLE ~ h ,0 ti i' _ _ h -_._~,_v TOP ELEV + 57.00 n0 m ° O i ~ - 17?+0/.56 f-- - h 2 ~ " ~ SANITARY MANNDL£ wvecevE • 4s.35 --___-~--EDGE OF-PAYMENT- 1 ~ SECTION LINE ~ ~ - ---~h--------------------tr h 5 TNV ELEV 5 + 48.45 ^c~ - - - - - POP ELEV • 57.31 Q ~ ~ { SANfTARY MANHOLE ~.5'S ~h P T _I A 58.08 j 01 9_ !NV ELEV E + 47.P4 ~ i - - h~'... ~ _ . " h1. h1~ 0 INV ELEV W • 47.BP (y ~ _ -STORM WAI€R MANHOLE " ~i ~ -TOP £LEV • 87.90 0 h h~• ~ f !NV ELEV N 48.P9 'STORM WATER MANHOLE i ti - ~ „~@ 41 UNDER CONSTRUCTION r 0 ~ UNDER CONSTRUCTION - 4~• p`0 h'`ti•---'r---.___.,___._, (p ~ 1NVFLEVS •48.PT ~ ~iN C !NV ELEV SE • 50.75 A o 0) ~''1 ~ I lrlV fLEV !Y = 47.33 z ---8 ®YCP~ ' ,50.38 h Qr• a t 8'®bCP _~_d._.._ P4'o RCP-_ ®¦A WATER MAfN _ h 4 ~ ~ ~ p1 ' ~ _--..____•~••m-._,.___-___ h 0• 58.0 4 R h B a RCP_. ~ . ~ ; B'® 16'A lEi4 58.0 f- ' g n~1 '1n6 ® ~ U Q o°e~ - -----T-----~ -----~-~p~E OF PAYMENT h,, r---------------------------------------------~h > ~ q~Q4.h~ ~ - I ~ I h1• ~ U _ - - - ~6~ EDGE OF PAYMENT 52.72 P4® w~3.zs ------u-~ -.x50.64 , :-SET C!R LB ~G357 _ RCP-,_ 8 ? RCP ___..._a ___~.__.____._m___~.~~__._-.__, 13i:3 i °rR6P--TELEPNONEBOX- 8'® WATER MAlN _ i i h~' n1 1~` ~ r/r 7 ~ ~ , r r h h~' y~' NA PER METER ~ SCIR y~8357 6 ~ y \ , ' GT£ MARKER " ~-5 I~~--11111' = ~ P!£-- aHE--__- - , OX- 8 ®RCP i ~ f ~ FOUND !R SOP! h~• ~~`7 ~ rr ~ ~ c I-i , , - - _ . _ ELECTRIC BOX- rr TT a o 1--___.r ~ _ orre - d1 ~ K ~ ~ 9 ~ ~ ~ ~ r z C a C6 B C.L.F. j4P RCP 0 h. _.i 0 6 , 6 6, " h' h• ~ STORM WATER MANHOLE 0 0 ` ~ ' _ 01• c j " h h h• h SCIR LB G357 0 " i O 0 ~ r------------ h UNDER CONSTRUCTION h ; i , 1 B5`DRAINAGE EASEMENT FOUND 1R ~B27 n STORM IYATER MANHOLE i p h I I R 1 . , I, x ~ % L54 S R p,02'W.- ~ p ` TOP ELEV + 58.55 i 6' OR BOOK 4119 PC 375 & ~ _ a Y " ~ OR BOOK 4507 PG 2136 0 ~ TELEPHONE MANHOLE n fNV £LEV 5(.05 i " p g h ~ t • - - r _ , ~ 0 I p''d~ oy----------------------~-------°-- - n 2C7)~2B'~/1 J \ h~Oh ~r n ~ i I ii1~ ° 7`s BOTTLEBRUSH I--IB'® OAK: 6~I 8`® OAK q~/ zqr n ~i ~r~V h~, i i 1' ~ p. h ~ UNDER CONSTT2UCTlON ~ +!'s : ~ 'aN's~' u J ( ASP} L T ii l o ti !P°r OAK-- r h1 ii 7 Y aJG ~1 ~t i ~ h6• 'h6~' u i hh h ,6 'h, p~ ii TaK ° ~ I GR(V'~ III . ! ~ r ~ 6 j;~ h6 8.33 (MJ h~• ~9 tig ° ~ rr ~ e h ~ a I. 1'S ~ V 'I 'J5' ~ IS' 9 1~ 9`i OAK @ ii °ti `rr ~h h~. `7 ° ~a - . -~"j'a---+~j o+• n k orb ~R 16 \ I t r h S B9 03 09 E S, ~ " ~ 0 hk. a6 ND TE . 2L l5 (R) j _ 6h h~` ; 1 I r r o h ~ h r q~' TYP GONG CURB ~k.l ~ 7- ~P'!R kt ~~1 i " h ? k i j _ p Rr e I i V i ~ ASPHAL T PARKING CRATEINL£T a.5, ~ LB f0?! ~ 1` ri h6 'r/ 1,~~ u ap ~o i ~ ~ TOP ELEV • 58.97 ~ ~ ~ i ~i` / y6. 1 r y~,~+' r/ g 1. THIS SURVEY WAS PREPARED W/TH THE BENEFIT OF OLD REPUBLIC 2L 3I (M) - " hry *h, u STORM WATER MANHOLE h , , i NATIONALT/TLEINSURANCE COMPANY, COMMITMENT ND.CAl/3233, " T~eOAK- ph, a ~ INVELEV.4998 - ~ k / j i h ~ --9AMTARYQEAXOVf ~ ~ k ~ rr~, fri% 60 W { ~ TOP ELEV • 55. B1 E J 2 , 1994. q i fNV £L EV + 50.3! hat ~i 2~ j OAK- ~p1 I ~ I ror etty • sT SS ~ (n ' ~ i h >r r ' i ~`l, I °°~h0• I I .+~7 e~ CMP ~ ,-.3 80TTLE8RUSN0 N I i ~ ,err/rr' f h ry0 i i h ~ 1' i.: 2. NO UNDERGROUND UTILITIES WERE LOCATED EXCEPT AS SHOWN. 6~~ ~h. I 6ti - 1 • 1 _ ~ i ' ,fl h l IP h O ~ ~ I / g~ /r rp~1 j j j 6 , hh' i k ~ i :a~h~' ~hh• I 67.43 ~ I TrBOTTLFBRUSH ti 1, ~ i r / ~•.'i >~r h / J Z ' / > ` ~ ; h~• ~-Ts 0AK ,,.--"~f.J~ 1 i ~ ° Cl~ ~ j-10`s oAK I ~ h ~ r~~ 1a / ~ Z a 4 N 3. BASIS OF BEARING AS SHOWN HEREON ARE BASED ON THE EAST i 3 ~ ~ 1 .-B°. aLA~cNERRr ~h a • ' 4~ \ ~ ,,~U1gp 1 f / r/ r h Q ~ ~ U fr 79 i ~ ~ I r ~a'®58.22° p'~~'^~-- ---h1~-- ---~h~•~ a h~R h~ ~ ` ~r'1 ~r ~0~` Uj z U U Z BOUNDARY OF THE NE f/4 OF SECTION 1 TOWNSHIP 29 S RANGE 15 E , , u I b I h r c~~ hA• hh. hQ~ h~ If WH1CN BEARS N, D0 05 D4 EJASSUMEDJ. j ; ° . e 56:0 L ~ j ~ 1 f^~ A' SB.02 58.02. CONC WALK y1' i 2 h i f i' i ~h6 Q W U L~ ~ " , { a® ~ ; 53.8 ~ 56.0 G ~ 1 k 53.8 I g II I t --°--___--r-~----<1 ~b ~I { ~ r r r F-• U G~ ~ f~-- I ~ ii i ~ 58.44 I, g~ , n~ I r r r / S Z I I I 1' I. r ~ ~ z Z ~WQ 4. ELEVATIONS AS SHOWN HEREON ARE BASED UPON PINELLAS COUNTY j -;'0 , j ~ `o- i ~ ~ 1 BENCHMARK 1267 WITH APURL/SNED ELEVATION OF 5'6,89. j ~ ; ~ . ~ " ~ s '1. ' ~ hry' ~ I p 11 ' SM!!!ARY 2E,WOUT ~ , i I ~ I h h i \ W I r~ rr ! ~~r ~ Z ~ 1 h~ ih~}. , ii i m' Eity. se,fa , I h~ I I ~ Or / r f r ~ ' W O W 4 'Q ~ ~ ~ ~ , h I ~ u I ` I Ia°+ g' I I ~ g r rr f .yb/~ W- ~ Z F.- I I ; u i A t _ ~h I i ~ 3 h' t r / , f' < ~ 6 ~ ~ --I W J , , 11 I ' CONC'W'ACK i h r r r r h~ r ~ ~ ' 5. THE SUBJECT PROPERTY APPEAR5 TO LIE WITHIN FLOOD ZONES C AND X i I ~ I u I 59.5 ~1•I I r r r ,r ~ W~~WF'] I (I I r ---'fl---"t I ' 41 0>f i ~i ~ Q ~ ~ F' ~ i j ' I ~ II I 59.2 12.72' i~ I 59.697 i ' j ~ ~ 0r r ; r ~ BASED UPON THE FL ODD INSURANCE RATE MAP 125139 0126 C LAST REVISED j TV BOX- j I ~ _L JUNE 1, 1983 AND X125096 DOIO D LAST REVISED AUGUST 19, 1991 RESPECTIVELY I i I i° I m , i h•r r r r I; U W R' Z I I I i B s 0AK r ~ i~ ~ ~i ~ ~ ~'b 26.P2' i ~ ~ 79.87 _ , ~f^ ~r~ • hr ~ ,5gi!r'~r0h i Q Q~QLL'~~Q N N i p ~ • ~ j I C~ I u 1 { I I ~A I ~ ~5,6~'' i ~ h; i' r i'h i g fi Q I^ U N i N I ;4L.0~u ~~-3`aaAK , c ~T' , f _ r r r f 'h % `t ~U p ~ p 0.J I g I i I ~ /54.7?,1 55.481 li ~ r !h6• ~ LL, Ix W C~,Z ~ h~ 6 1 ~ , g g~ I~k,u I I• ~ 7 r i, r/r ~ ~r ~ Oti-WZZQ 0 g rl,. I g..{ a~ , i ~ ~ ,54:681 r / rrr r h6° ' hrV.. Ica ' I~ ~~g.~ 6 ~g~ , 1.57.50 ~Q ~ h r~ U" ~ i ~ ~ i i ~ ~ ~ U F- i h hh h . , i ~ j j ~ ~"-55.9~ 52.92 ' `"-5s.9 ' S2.sz' i I~ u ~ I j,7 n I~ ONE'-STORY N I ~ o '}j \ 0 I h.~ / ; ; ; ,r W o tL 3 U1 I~ uhgi ~ I I t N i V / ! i I i ~ U.J I' i I ~ u , u i q'", i'i ° .N I II MASONRY ' h~~ 0~ tj, h ' 't0 j ~ /J p`~ i ~ / rl i - ,~h4'• U F- L1 fn ~1.J I' I u I ~i I ~0, I I o~ I ~0• I I I n i i 4~` ~ ~ h~ i r r Z (Y Z U W ~ Q ° III " o I I I. . FF ELEV I ~ . '`ti- 'r , h ~ ; ~ ~ o W Q ~ ~ i ~ I I ~ I~ ° 1111 u 6 II 11 ~ i ~ 1' / r h it ~ W I i ° 1 I I I I ~ a- r` I ° I I i I I I I i t o J~9.9z ~ I .GRATE INLET ~y ,sih fr L~~4 i / i' i ~ !'r W= f O Q. ~ ' A BOUNDARY SURVEY DF ~ ~ ~---190`DRATNAGEEASEMENT " , 3' i OR BOOK 4119 PC 375 & ~0 ~ ' i ~ o I ° I ~I I I I 11 I I I) h i ki TOP FLFV • 53.43r e I i / Fi % rr ~ U Z Q U ti ' ~ ' ° ' li I ~ " I I 0 I I II n. ~y, .r, J ~ u i/ f~ , r r r ; ~ ; f- ~ U . ~ 1 ~ I I , i I I I U_ r Q fNV ELEV ~ 99.98 - r r ~ ~ .;5 W Z THA T PORTION OF L O T /LYING IN THE SOUTHEAS 14 OF SEC /0 ~ ~ . i° i oR BDGK 4507 Pc 213s r T/ T Nl, 4 ~ , 50~ , I I C~ I~ 2 I I 2 I I II 6 - 131 1 gF. ~ f/ r f 0 r r j r lil ~ W~ a' Lc , , u III o „ ~ I" o I I I ~ g• r ' n.g-u . , r 6•, r r 6' r ~ ~ ~ . ° I I u 1, ~ ~ ~ u II h , U' ~ a ~ ,~'OAKr / h,; r / r'h ! 1 TOWNSHIP 29 SOUTH, RANGE l5 EAST, PINELLAS GROVES 5UBD1V1S10N, AS I al o ; 0 0 ~ ~ ' RECORDED IN PLAT BOOK 3 PAGE 15 OF THE PU8 /G ECO S D P N S ~ ~ ~ ~ ~ hry o o ' w I 5 p Ottif(' ~ ° , I , , I' a I~ ( ~ 0' /r r r / 9 / ~ ~ 11.J C7 I u1~1 11 a II II iol of ~ ° ~ ~~f ; r' ; i ~hh~ ~ ~(rTHW ~ W ~ I I lu III 11 II' u I IUD. ~ l , J :rrr r ~ L R RD F 1 ELLA o o f - ~ COU 0 _ ~ ~ 4, NTYFL R/DA LESS THE SOUTH 338 FEET THEREOF ALSO LESS RIGHT-OF ~ 0 © ' o I I ~ ~ ~ 111 11 u u II I k2====c V \ ° 7~i ~ r ~ ~ r f~ ~ ~ I , i { I U It 11 I I I 57.88 nn A o ~iiK r ~ r~ ' / ~ W 1-" Z Z.Z WAY FOR SUNSET POINT ROAD (C.R. 576, 100 R/GHT OF WAYJ AS RECORDED . ~ f~., 0 ~ ( hh~ I ~ ; ,yry "5i ~U I ~ I g.1 0• Dc 0. ~ I ~ B ~ BOTTLEBRUSH 1_. ~ ~ ~ i~~ 0~` 'P i i r i ~ r n h ' Ih 0 9' 0' g' { I `I°'f ^ o~ p ~.o 4 ~h r H i~ r ti r 1N O.R BOOK IBl3 PAGES 343-347 OF SAID PUBLIC RECD S ND BEG ; j ~ h`'` h ~ ~ ~ ^ . „h " RD A 1N ~ ~ W ~ hk a`~ g~ ~ 1 FURTHER DESCRIBED AS FOLLOWS: ~ ~ ~ ; h hh: hh•. ,5 . I~~~• i I i h h I 3877 I - ' I n : ~ ' 0~ / r r 'y / r i / r0~-r. h' ( I nl`b'I I i ' a° 0 < f 7 ~hh. r /~r.f'r / h',i t,_ ~ ~ ~ ~U ~ ~yG ~ Ii I g~ 59•iCr~ I i y° r},~ ~ i , / ~J i f` ~'1~d~ / hi a ~ hh• ~ i i I i I hg oN ) i I o°'' 'J ~ ~ i r' / r it / ~ ~ COMMENCE A T THE EAST l/4 CORNER OF SAID SECTION 1; THENCE AL ONG THE " ~ , EAST LINE OF SAID SECTION, 500`05'04" W, 48.56 FEET TO A NON- TV BOX- ^ ' / 'V I ~ , I 4`® BOTTLEBRUSH-~ o n j b _J r ~ -r---, rr r~ ~ m F r. , V u TANGENT GURVECONCAVE NORTHERLY, HAVING A RADIUS OF 34 239.60 FEET ~ ~3: ~~!J I~ 'I I °B~BOTTLFBRUSH->~ i 4 U T`eOAK jt' / h~'i ,>(r r q WE1NG THE SOUTH RIGHT-OF-WA Y LINE OF SAID SUNSET POINT ROAD (CR. TELEPHONE BOX- ; - ~ ~ q , C Id' I~ i (,.p _I~G>°u ".Og rr l/ h~~rr'~~i6h rr` U ~ I,rJ 0 r¦~ +a--~ j pp~ ~~a~(j ~ 0~ -PX,~A1L ' / r~i'hh' r' ~ 576, 1Q0 R/GHT-OF-WAYJ; THENCE WESTERLY ALONG SAID CURVE AND i ~ w~~; RIGHT-OF-WAY LINE, IS.OOFEET7HRDUGH A CENTRAL ANGLE OF 00 0130. i ~ ' ' O ~~C Ih j ' y ° ha \ ~ ~h nv CFY'L OE~ I~ / l~` ~4 Q ~I° i~ ,I i ~ ~ 4:R~ 2"? ~ ~o°~ ~ h~. h~y~'y,. ~ ,lei rrr % hR i p tt1 (C. B. N.89`38'05" W., 15.00 FEETJJO THE EAST LINE OF SAID LOT7 h~~ ~ ' ° J~° j a~ . p O ~ ,c yr Ji I i Q, Ip.c~in 11 ~ i (^3~' r; r ~ ~i ~ f 0 a ~ I ~ !BRIG o° ~ ~ r p.U~ uhf ~ ~r% i h ~ ~ z v J . AND THE POINL`OF BEGINNING; THENCE ALONG SAID EAST LINE; C S,00`05'04" W., 272:86 FEET TO THE NORTH LINE OF THE SOUTH 338.00.. I a'"'~ titi h ,,•ry ~ ' ~ I ~ i n WELL - ' o° p V ` ~ ~"°"5' p i 6~ i ~ fi, p OQ i~ i,l !v, Q A O~P~h~~~ 'It0 h/ G,• r~rr f' fp / rr ~/r~ ~ ~ n FEET OF SAID LOT l,• TNENCEALONG SAID LINE; N89`08'40" W, 3(9.91 j h~ i h`' h°`' ~ti 4~' ~.~*G,2 ~ ~ ~ 61 BOA ~o ~ ° h0% / ~ /r/ i pc /1\ 5 "i ~ g ~,.V I UJ . I h l Z n. c o Q 0) ~ , h~ y! r~ ~ h z a _ ~ ~ 4h I ! I' I ~ 0' 6 0~ n o r ~ r lch' v p Z FEET TO THE WEST LINE OF SAID LOTT THENCF_ ALONG SAID WEST LINE i W ~ I ~ u,~' h°`' Dui h~' ,~`4' 1U I 1 I I I ~ pp ! ~o P V ~ a ~ r , h5~ i ~ a ~ ~ ~ (r) ~ I U1 g a r r j 1'~~ ' I I q h6' Jp•`a ' ~ ~ 8o a` i r r~ rr , ` F' N. 00'03'36" W. 271.69 FEET TO SAID. SOUTH RIGHT-OF-WA Y LINE' THENCE I w ~ ~ ~ ' ~ , a , STORM 80X ' ALONG SAID L/NE 5.89`07`16" E. 2/15 FEET TD A CURVE CONCAVE e~ ~ TOP ELEV =.53.98 ' a 4} li I 4oc-gyn. ~ ; r ~ 'r ~1 ~ ~ r ~ 13.98 j 1 15721 ~6 e, ( , , r I , I 1• 7"a OAK- e P r • r i ~ ; U 0: NORTNE'RL Y, HA VING A RADIUS OF 34,239.60 FEET; ?HENCE EASTER/ Y AL ONG W b ' 7NV ELEV = s2s8 ~ 258 ~ ~L , i h s ~ ~ r" r r 9 ,t^ m U~ I fY S10 K~'I ^--f-~ -DIY t CMP-_°j;~ d pl r ~ ,r ~ i~r d ~ WLl W SAID CURVE, 299.44 FEET THROUGH A CENTRAL ANGLE OF 00`30 `04" (C.B. ~ ~ ; zo Ff7ER oN rY sro , , „ ~ ° i INV E7~V 52,85 - 5.89 22 /B E, 299.44 FEET) TO THE POINT OF BEGINNING ~ ~ m i ° , n 5 - ~ hr'' I j i , ---CRATflNLET ~ ~4 i :h~ rr ~ ~ ~ ~i I i I i TOP ELEV • 58,34. o° ~ 5 t~6 i r ~ ~~f ~ C r o ~-she"'~ N 89 OB 40 W e CONTAINING-87161.67 SQUARE FEET OR 2.00 ACRES MORE OR LESS. % i 3/~. ~ ~ (/P ~ <^,1~ (R) EVANS 2937 ~ ~ i ~ h 0 Doi ti hM _ h a 54. I 19 ~52.9~ I ~ INV fLEV • 54.P9 ~ ~ ~ °i~ rr~~p 6 ' irh~rr ~ irr ~`L ~ I . 4~. i I h(~: ...15 SAN SEWER ' 18 ` ~ ~ u r~^~ rr P. , i g0 ~ ~ ~p~ J I 54. 53.Q;~ ~ ~ I I i " I .EASEMENT qa ~ ~ p r T h hh rr ~ i h~. ~ e~ ~ p n 55 9~J AND ~ ~ h~. , rn~A ~ 53.0 i` ~ ~ ~ ~ ~ ~ I ~ II ~ ~ 'rr ~ ' ~ ,r ~ i , w b x' h h6 j x~ ~ t h~~. A PORTION OF THE NORTHWEST I/4 OF THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 29 ,h~' t h~ h°i' h~~ e~ ~h ~ I I T`lOAK_._~~~ 0 ~ p ~0 rri r rrr;. ~j O I II I t. ~h 56.52,~g ~r f1~ pr' / i .h~`i r` r~ r~ Q 50UTH, RANGE I6 EAST, ALSO THAT PORTION OF VACATED PINELLAS GROVES'EASEMENT ~ /V $~°O7'OI" h'` hk' ~ ha6 54.53 M~ i~ ~~k?~~ ~ 0~~56.12 "J rf ~ ~r~ ~ ~ ~ rrr f~ _ o 1 h 54.53 _ I > ~g'~i 58.1ppPP~~~~ ~ ~ 0~ rr~ ~ r' i~ u Z (RIGHT OF WAYJ IN THE NORTHEAST 1/4 OF THE SOUTHEAST I/4 OF SECTION 1,. TOWNSHIP ~ r `I I c~a . rGV it 0. h~. ! o t 60d ~ 4 r~ r~- ~ i ~ ~ ~r C~ 1 i h ' I c+ ~ o 10's aAK _ i' rr r 29 SOUTH RANGE /5 EAST L PING ADJ C N T TO S S WS: o`° ~ sannrAava.E,warr 320.03 .(MJ ~ r. t , A E T HERE , DE CREED A FOLL O ~ ~ ; ~ ~ •,W ~mor. I I ~ I I ~i,4 ~~6 rr ~ r.I t~ rrhp3'i i' tat "1 ~ I 7 I ~I p fr ~ ri h; r \ ! / r r I ~ ) i , x5.93 rrr c{ i Q' r r ~ ~ ~roor` Go Q" ; n~ r r`~ i r r, ~ r ~ FROM THE EAST 1/4 CORNER-0F SECTION I; TOWNSHIP 29 SOUTH, RANGE l5 EAST, AL SD a rs i ,N O` Z~aa i 2raa ~ ~ x~ a ~ as rr h r >rh r , r BE! G T E WEST (4 CORNER DF SECTION 6, TOWNSHIP 29 SOUTH, RANGE /6 EAST, RUN F ' n ~ : ~~Z~"I J-. THENCE 5.00 05 04 W., ALONG THE SECTION LINE 48.56 FEET FOR THE POINT OF ~ ONE-STORY ~0 ~ A~ Q~t t I Ir tx• 81e0AK- .~r~.a\ 545 0` ,,-r-PK~NAII~h~'id r / i~h~' _ Q ~~~i X~ ~ i°~'`~~-~Jf n r"~' GFY'LBO~~1~s1~(0 r r r r, ~ ~ ~ MASONRY O p ~b ' BEGINNING,: THENCE ALONG THE SOUTHERLYRIGHT-OF-WAYLINE DF SUNSET POINT ROAD q~mm'I q~WW 1 i i0 1 i n ° ri ~ lO'IrOAKh~'rQ , ; ~ i~ I I ~ ~n~ 174.78 FEET ALONG THE ARC OFA GURVETO THE LEFT, SAID CURVEHAVING ARADIUS OF ~ DO! LAR MI1U1 STORAGE o o t~ ~WwW ,l~ a4 ~WwW IN &91 54 ,~6 I~'~ ~ ` 1 ; ti o' rr ! I~ Z4 ~ \r i pp / ri'r5472r ~ G~ / t r `L r ~4 34,239.60 FEET AND A CHORD OF 174.78 FEET WHICH BEAR S.B9'43'30" E:; THENCE eti h I 0 0'q~- h°iz -h' 5.44'32`0!° E, 28,33 FEET; THENCE S.00'08'3I" E, ALONG THE WESTERLY RIGHT OF ` ' w I FF ELEV 54.82 0 O e~ h422 hn~~l Bj~~~`~' ~Il~ ~ ?~~y~/ % 'h~` rrr i ry' " 1 ~ r~. e'~ r ~ ~ rr ~ ~ ~ , WAY OF WELCHER ROAD, 106.24 FEET; THENCE 534'49`32" W., ALONG SAID RIGHT OF N'ay ° ; ~'t? h~` ~ ~ ' a h~• { ~ o<`~ N;~9°~4'S6' W z~~' •~o°~f i ,r,~ ~ ~ ~ ~ 89:58 FEET; THENCE CONTINUE ALONG SAID WESTERL Y RIGHT OF WAYS 32 `54 `45" W,, ~ !/z"!R !21.91 FEET; THENCE A D/STANCE OF 18.64 FEET ALONG THE ARC OF A .CURVE TO THE ~ RLS p`4D3P ~ ~ r h i I ~ I, )rir ~ 5~'63>< f / ~ r~t1 ~ : r i ; g 1~3.1~ (M) L° i / ~ r' X56.69 rrr ; I LEFT SAID CURVE HAVING A RADIUS OF 635.50 FEET AND A CHORD OFl8.64 EET HC e BUILDING OyERHANG 0.31` -1 F W I H ~ ~ E i i h ~54.t7~'` VK -AIL i r , ir,r~V, ~ f ~ i~ i i W n° 521 GFY~LBOP! r / r, V ~ihy r ( ~9 - a , BEARS S 32`04'42" W.; THENCE LEA V/NG SAID WESTERL Y RIGHT OF WA Y N89'54.'56" W., -._a_-^ i " - I I I I ~ ri n~ ~r 56.6w r i / i y ~l ~ I ~ I i 1 0~ ri r P• f r r Bag. 83.14 FEET,' THENCE N.00`05`04" E, PARALLEL TO AND IS.OO FEET WEST OF THE SECTION 5x.5,1 4.71-- 9 ro'm ~ c LINE, 3/8.63 FEET TD THE SOUTHERLY R/GHT OF WAY LINE OF SUNSET POINT ROAD; THENCE ~,:~s~ ho p ~ 5a.5J ~~.7±---, a i i 2 h~ k % r h, h" r 9~ / ~ ry~.~~. r, n ~0 hM• I I I W y k ;~7 '~'.f]4.ll3 .'i r' h`~' k`../ v,M' G r A DISTANCE OF 1500 FEET ALONG THE ARC OF A CURVE TO THE LEFT TO THE POINT OF c ^ ° ~ i I 10 W r r nF i he BEGINNING; SA/D CURVEHAVING ARADIUS OF 34,239.60 FEET AND A CHORD OFI500'FEET i WHICH BEARS 5.89`33`59" E.; CONTAINING 1.245 ACRES MORE OR LESS. ` h • I I 5, r 0 h' ~ ~ B-- , h ~ hp,~h t pti0 i i hg~, ei h i ~i f " ~ ~ I r~~ I c ~ l ~ . CUR ~E' TABLE.• , Ea sEMENT DESCRIP TioN C- 4 R = 34, 239, 60 C-- 5 R - 34, 239.60 I ~~5~ n~ -y \ rr ~g ~~R rr.' ~ jl~' I i ,~Yr r r f yT ~ ~ ® ~ ~ J ^ - ~ » THE NORTH 50.0 FEET OF THE FOLLOW/NG DESCRIBED TRACT OF LAND: pp 17 3~ ~ - OO J'O O~ ~ ~ h fY r ~ 1 , , _ 7 , ' I I h~ I I {4/~ 11 r1hrK r h / , ~ Y"°°'° ij I ~ ~ I 0h ~ ~ /r nth e , .FROM THE, WEST (4 CORNER OF SECTION 6 TOWNS 1P 9 SOU G C- ~ R = , ,l'4, 239, 60 A 1, 4. A = ..299, 44 (R) - 299.49 M / H 2 TH RAN E 16 - EAST, RUN THENCE S.QO'05'04" W., ALONG THE SECTION LINE, 367.34 Q ~ QD 9 Q _ ~ ~ _ i , „ _ 4 ~ C 174.7$ C - 299: 44 R 299 49 M , ~ . r) _ FEET FOR THE POINT OF BEGINNING, THENCE CONTINUE S.00 05 04 W, r . I~ MES r r'r`i~ i i I "i ALONG THE 5ECT10NLlNE 140,75 FEET TD THE WES G A = 459.2$ ~ ~ _ „ ~ TERL Y Rr HT DF WAY CB S 89 43 3D E CB S $9 221$ E ~R) ~ INV F.LE * 51.85- r / k~ i `0 po, ! LINE OF WELCHER ROAD; THENCE ALONG A CURVE TO THE RIGHT, WHOSE ~ ~ - , ' „ w~ Q .CHORD BEARS N.37'46'I2" E, 158.94 FEET, ARC OF 159.23 FEET AND C - 4$9.27 CB S $9 1$ 12 ~ /M ~ ~ h,~~~l,~~~'~ ` ,,,yh~. I HEREBY CER T/FY.• DRAWN B Y: ' l ) _RADIUS OF 771.20 FEET, ALONG. SAID WESTERLY RIGHT OF WAY LINE;' " CB = S $9 ~7 43 E ~ti o o ~ THAT THE SKETCH OF THE AFFIXED SUR BEY HEREON THENCE N:89 `54 `56" W„ 73.95 FEET TO THE POINT OF BEGINNING . p!D o, !rr P y l 1r~,' REPRESENTS AN ACTUAL .'FIELD SURVEY MADE UNDER ~ PROVIDED, HOWEVER, IN THE EVENT THE MEDIAN CROSS-OVER CUT /N THE ` r _ ~r ° 1„r 2 h~l->; n~ h~ , ~k__,, MY DIRECTION AND lS ACCURATE TO THE BEST OF ~ CHECKED BY: o~` r;%'4~ /j'h'' J hti;/ ti MY KNOWLEDGE AND BELIEF, AND FURTHER CERTIFY ~ J;A.P: PUBLIC RIGHT OFWAY NoW KNOwN AS WELCHER ROAD /s CHANGED. FROM ITS _ ~ ~ F-u;F, W~ C--2 R = .635..00 (R) 61,.71 (M) _ r , r _ ~ I ~ ' ` ' r 6 h ~y THAT IH/S SUR I/EY MEETS THE MINIMUM TECHNICAL PRESENT POSITION IN SUCH A MANNER AS TO NECESSITATE UTILIZATION OF ; ADDITIONAL PORTIONS OF THE FOLLOWING DESCRIBED TRACT FOR7NGRESS ' - L~ = .0140.54 (R) 0142 49 (~M) ~ _ ~ ~ e: , n r l ~ ~h' SCALE: DATE. "~~~0~' r'` ,r' ' r,'~~~~,1'~~ ~ STANDARDS SET FORTH BY THE FLORIDA BOARD OF ' `AND EGRESS; THENCE THE EASEMENT TO FLAGSH/P.BANK OFPINELLAS, N.A. ; L, .BHT P..f F T.~t3 - IRAFF,C SIGNAL t~txX h~; 6 - rr` f Q' r' PROFESSIONAL LAND SUR ~EYORS /N CHAP TER 61 G17-6 ~ I"= 3 0' 8 - 9 4 A _ 1$.64 (Rf 18, 29 (M) AND/OR /TS GRANTEES, SUCCESSORS, HEIRS, EXECUTORS, AND ~K - (/Tl~1TY!'GLC" ~X - TF_E. WOa ~ o - vA3 SAC Vf" EdX . ~-?E~ BOX ADMINISTRATORS SHALL BE WJTHOUT FURTHER ACT OF GLENN E; - r~~ti• ;`,r,l j`~ FLORIDA ADMINISTRATL~E CODE PURSUANT TO SECl70N ~ . C - 18.64- (R) _ 1$,29 (M) ti; , . ~ ~ , ~ , FINKENB/NDER AND/OR HIS GRANTEES,SUCCESSORS, HEIRS, EXECUTORS, AND i~ =WATER ?AL?E ~N! ~AN,TAhKGLrA,I c,UT ,r` 472.027 FLORIDA STATUTES I~, PARTY CHIEF.' ADMINISTRATORS, DEEMED AUTOMATICALLY EXPANDED TD 1NCL UDE SUCH - 2 ° ' „ =LIRE Hf'?R,+,`"`T i~ T - lAr'~ T CB - S 3 04 42 W (R) S ,32.12 26 W ~M) " TSP = Tfi'A,~i`G `S1GhlAL FDLE PORTIONS OF THE FOLLOWING DESCRIBED REAL PROPERTY AS MAYBE ' ~ = Wii lEk Mt TER REASONABLY NECESSARY TO PROVIDE A FIFTY (50 J FOOT RIGHT OF WAY FOR LtifH = h"Lr: d9t1,",HOLE w~, r' / r g~`r, rr rr FIELD BOOK: 48SX INGRESS AND EGRESS: - c -GAS. ~("JL' ) uE6~ cld4ci9SIGa"J -W- _ WATER ,'.IIIE FROM THE WEST 1/4 CORNER OF SECTION 6, TOWNSH/P 29 SOUTH, RANGE 16 ` ' ,r ~ F,'c~~? b1LA5'IkEI~'EP,'T -E- la~'RNEAi" ELEG.:a,'~~ r' r' r, goff PAGE: 48SX l , rr G;' r JAMES A, PADAGS - ~ ~ GAD FILE: EASE, RUN THENCE 500`05`04" W, ALONG THE SECTION L/NE 367.34 FEET ' C-,~ R _ 34,239.60 i~' = R? _''~i,' AS U' , ' ~ J - T- -'O(ERHFAG''1F.' 'tv~ 'f r' PROFESSIONAL LAND SURVEYOR NO. 2068 k0 r' f ,r r • FO O C. B L E r_ A'l ,1 mot. _ f R THE P TNT OF BEGINNING, THENCE CONTINUE 500 05 04 W. AL DNG ' Q _ 00.0130 FCr' _ ~G GOPICfrt IE ,Mpf~/'If,fE:ll; -ur- Jh', EHGRl1f1,"dD iFvt. Ll,"~E , ~ k FOR 94044P hJ ~~U ~ `r y~,'~ , ti THE SECT/ON/INE,-.140.75 FEET TO THE WESTERLYRIGHT OF WAYLINE OF ~ ~ F I~ IROf, RGL' CSI~F f . _ NQ~ _ U, ~t.RCR0UN0 F.'.t~. , L11 fE BEL CHER ROAD, THENCE AL ONG A CURVE TO THE RIGHT, WHOSE CHORD BEARS A _ 15. DO (R) 1 Jr; 21 ~N1) Sf'° ~ a ;lE,r Pk 1'AI_ 6r L"ISK CYPRESS LAND CONSULTANTS, INC. frr JOB NUMBER: N.37'46'12" E, 158.94 FEET, ARC OF /59.23 FEET AND RADIUS OF - ;ii" i' - ,-UNL ~ ~ c- , , r:r. "ERT ELtbHlIQl. OVF,kHEAc Llh_ 77/20 FEEL;' ALONG SAID WESTERL Y RIGHT OF WA Y LINE; THENCE C _ 15 00 R - 15. 12 M C F' ~ C) C) AT1,IJ N.89'S4 `56" W., 73.85 FEET TO 'THE POINT DF BEGINNING. r TN/S SKETCH NOT VALID UNLESS EMBOS4 V 1~~ ~ 94044,00 ~ED WITH r CB = S 89 33 59 E t ~ ~ h~ REG/ST FRED SUR </EYOR S SEAL. ~ F1~ ~ P " ~ S H E E T SEC. , TWP. 29 RG 15, SEC. .6 TWP. 29 RG. 16 F ..,_.N ~ ~ ~ a I~ ~ w:.,~, ~ _ ~ y . ......~e. s. Iy . , a~..a„ I. ~ << . ZONED is ~ ~ ; RPD ~ ; I! . ~~e i ~r ~ i _ _ w_ _ _ _ UNION STREET - . _ _ . _ _.,...._..ro. ,d ~ . e t, a_:...w .w~. ~ ~ ~ ~ , ~ j w ~'r ~ I , .i h ec'2e.~af pasmenf ~ 501 V ~ ( i . p n r ~ ~ i -r - ~ ! e c f ~ ~f~ i, A m b r - 1 ~ ' _M' ~ed e of a gent SUNSET POINT ROAD ~ ~ ~ a °P ° _ s 578 ° _ j ~ E`. ~ _ 15.1 edgy at eS . I edgy of ~oy~rneat r° SITE ~ ~ ~ _ . __a . 417 _ _ _ - _-w.. a _ ~ ~1r~41- ~ ~ i ~4^ \ , k 4 ~ lSALGREENS PYLON SIGN \ i . ~ ~ { ~ rrr rar arr a.r rra . 4 , . 1 \ f CLEARWATER ~ ®P N ~ are pa _ I 1 are pa® p>• nra ®er ae® eaa ra ara a J~ a 4 1 " xrr~" tQ ~ ~ ~ j ~ J, ll ud AIRPARK ~ pp~ C I ° ~ ONE 3 ~ G ( a ~ _ _ _ 4. q r _ i; ~ 1 gar ~ ~ I 27p9'(M) ` ~ 1 ~ , . ~ , _ . `rr r ~ ~ I _`--r ~ - 1, c I I ly ~ ~ ~ . i STR~Er ~ ~ I; ~ ~ _ f ~ ~ ~ ~ _ I . 9r a ~ r i~ 1 _ I- ~ ~ 1 ~ ~ 1 ~ ~ ~ i a ~ o ~ ~ ~ ( SGR I ~ INT~RiQR ate,, ~ / ~ ~ EENED r~ I I I LANDSCAPING (TYP) i. ~ ~ 1 ~ ~ J TRASH I ENCLOSURE E g~v.~-y P 1 f I a ~ ~ I _ ~ 2. f _ ~ ~ , G I a~ ~ E~ ~ ,i~ LOADING ZONE I I ~ ~ „i,l ~ s I i ~ ~ ~ r~ lw ` I I I . '.W. k~, FUTURE GOMMERGIAL OUTPARGEL i~, .I ~ ~ I ~ ~ ~ ~ r' a ~ I i ~ e ;__L9T t ~,mr I { I TO DE DEVELOPED UNDER THE ~ 9.67u .~t35 ~ , , I-:- I I f° ~ ~ k ~ { i. GENERAL GOMMERGIAL DISTRICT ~GG} ~ I I ~ ZONI I ZONED I NG REGULATIONS I , I i ~ 0.97 ACRES I RM 12 Ir ~ ~ ~ ' ,,4'1'1 a.,f I 14 14 10 ry ;I f I I 1 ~l ~ ~ .tl9rt P ~ pry. I I "'1 / '~~Y. ~ / ° I I Y ~ ~ In ~ ~ ~ ~ p ta ii I ® I I I; ~ {2.27 ACRES) ~ -=I I I { d II If ~ = ~ , , CV 9 ~ p 1 ~3 I I I ~ ~ I I I I I@ ~ ~ I ~r~ ~ 9 I~ ~ a ~ j~ i C Ir i I, . CANOPY°, k i E ~ ~ ~ , i 1. ~ I ~ i,a ~ ` ~ ~ I t I ~I a p ~ I t ~ ~ I ~I 1 ZONED " ZONED j ' ry I: r ~ I Col' ~ G_ / i i 6.. p G~ 2 _^f^^° I a ~ i Ir 2 ,r 9r 9' L I / / a ~ ~ I ~ ~ L, L~,--~. ~ I I I® ~ ~ ~ I I. 1 I '`f r I / of tr` I , I~ 14 ~ 1 E r ~ e t I I I. I f g 'I I I f a~ r I I ~ a9 i b I I I f E I ZONED f, , I ~ ~ a I I I v / ' I / f I 0 ~ I i , Ir .g _ _ k I _ I d I I i I I E I I' B ~ ~ I; ~ ~ I I ~ F ZONED I i i ~ I 1 I , I ~ ~ I } I ~ - _ _ I I _ _ I , . _ I I j I I a ~ / ~ d r f I _ w_ _ _ , . I ~ I I® i y r ~ ~ I I :;I p P ~ . is ~ I s4 I ~I STORMWATER POND.,... ~ i 3 R i I 1 I, e I ~ ' _t I ~ i; I I ~ /a ~ / I~~ I REQU I REa I , I ° E ~ ~ l ~ 6 v___ ~ ExISTING PROPOSECI I(MIN; OR MAX.) I I ~ , r I I _ r° I rA 1 0 ~ ..a ~ ~ ,i 1 ~ONIPIG DISTRICT: CPD >I~ C-2 CPa r~»r.r.r..4 i! 117° _ I 24~° 17~ k ~ ~ i / ~ f`` f~____~_~.~~ f / I I I { I ---I-- I I I a ~ I I - ~ / USE: BANK DRUG STORE I I 701 ! ~ f I I I ~ ALCOHOL l c I I I 3 ? I ~ ~ f` / M ~ ( BEVERAGE SALES I I 1 ~ ! I i f LOT ARkA SQ. FT. AND 99;039 SF 99,039 SF 1 I I l I GROSS AREA (W1'I H f N t°rt~}PERTY LINES) : 2.27 AC 1.27 AG I I I I I I , r I i ~ r , ~ 271 LF 271 LF I ~ ,..1 ~ ~ ~ ,r I ~ i A ~ I f' 11 STORAGE' LOT aEPTH: 374 LF 374 LF 1 1. ;LTV 5 e H ® ~ a .la >.r / ~ I ZONED °rlr -STD Y aENS I TY (BASEd ON NET ACRES) : N~'A N f A I G~ 2 ~O,RY ~ ~ I I C BUILC}ING COVERAGE (SQ,FT, ANa ~ OF GROSS SITE), 2,$E~ SF 16,525 SF I II 11 GRASS FLOOR AREA AND F.A.R,: ~ 15 r,... ,4~. 15,1: ~ . (r ~ ~i ~ / ~ 5ETBACK,(ALSO INCLUDE aIMENSIONS ON SITE PLAN DRAWING) , FRONT:. 37 LF 200 LF 25 FT ~ SIQE: 100 LF 76 LF 10 FT REAR: 40 LF 39 LF 10 F1' ~ 1 ~ / 1, ~a ~ p Apr ~ (py f BETWEEN STRUC7 ,I- NSA N A _ _ _ _ _I ~ , ~ e .HEIGHT: r EXISTING PROPERTY OWNERS PROPOSEa WALGREENS SIGNAGE W6TH BONUS PROVISIONS (IF APPLICABLE): 28 FT SUNBANK OF TAMPA EAY ATTAGHEa SIGNS PAVEa VEHICULAR AREAS'(SQ. FT; AND % OF SITE): 34,136 SF 52,739 SF SPECIAL ASSETS aEPARTMENT It 1 34.47 53.25''4 64 SF PER BELCHER ROAD FRONTAGE 9AR13ARA ZE ER 64 SF PER SUNSET POINT ROAD FRONTAGE I/ OPEN SPACE 316 EAST MADISON STREET,. SUITE 619 TOTAL FOR THE LOT S FT, AND ~ OF SITE TAMPA, FL 33602 FREESTANDING SIGNS.. (4 ) 61,910 SF 26,142 SF //~r lJ"~f/ l( ~ f ~ ~ f l , . C ~ lA ` / 1 i y~`/ f F..7~. {l G+ p 62,51 ~ 26.40 (893) 224-2439 20 FEET MAXIMUM HEIGHT 6 FEET MINIMUM STREET SETBACK F`f ~ l 1 ~ 8 - 0~ x,3'06 a' FOR ThdE FRONT YARa PSQ, FT. ANa ~ OF 1 55Q 3 039 SF GLEN AND NARRIET FINKENBINOER 64 SF PER BEIGHER ROAa FRONTAGE 1 B ~ ~ l ~ l ( A ~ 6750' R~QUIREa FRONT YARa): g0; 2261 SWEDISH DRIVE, APT. 3 64 SF PER SUNSET POINT ROAD FRONTAGE GLEARWATERr FL 34623 ~ 0 l r` CLEAR SPACE. WATERFRONT 1 - 'Y N A N A X813) 799-0938 ~ ) of / ExTERIOR PERIMETER I I',I Fa ~ J ~ / / BI"_GHER OFT 10 FT MIN, PROPOSED OWNER AND PROJECT REPRESENTATIVE SUNSET POINT ROAD AND WELCHER A RO D ARE CURRENTLY r ~ ~ ~ C-2 R = 671 7l' ('~r9,>~ UNDER CONSTRUC110N BY PPNELIAS COUNTY. THIS PLAN 10 FT 10 F1' MIN. RK.M. aEVELOPMENT CORPORATION SHOWS THE EX{SRNG CONDITIONS OF THESE ROADS AS THEY RICHARD MALOOF EXISTEa ON THE GATE OF THE SURVEY 07•~27~94 . 1 ~ ~ l ~ ~ ~ = , ~a f ) SO~.;H 0 f`T 5 F'T MINa 20O 1ST A UE NORTHr SUITE 204 f ST. PETERS6URG, FL 33701. WEST 40 FT 0 FT (813) 895-2150 M ~ ~ / ~ = ~~r~QA~/~°a fit! C~~ i f `I ~`G LOT INTERIOR LANDSCAPING 12, ';F 1 ~ ( T: ANa' OF PAVED. VEHICULAR 24,. / / ~ ALSO, DEPICT ON SITE PLAN.. L I~ G ~v ~HADINGJGROSS MATCHING): ~ ; .PARKING (GIB A` ~A~LE FORMULA 4HG 1' x6 _ ( • _ : _ d ,UOO CFA) 91 REG ,arAGES 95 TOTAL 1 s i T OF C WATE ko, E g ~'t ~ _ d r ~ W a . _m..,~_. a a .i- , -r ZONED. ~d~ ~ i j 1, ! ~ i 1; i ~ ~ ° RPD h i i I ' 169+00 _ ri n w~ u 1 _ _ t ~ - - ~ . _ . ~ a It T _m .r,..,... 17(7-F00 171+00 v.,, ~ w.- M 173+00 r i ~ i ~ _ :174+ 174-00 ~ ~ r'a+04 ~ ~ ~ } ~ ~ E ~ ~176~-Q0 177 q0 f~ ~ f ~ 1! 4 6Q:39 1 \ q.09 a~.. ~ _r W.. 3 ~ , ~ i ~ ~ i r I ~t ~ i~ ~m 59:49 59.19 I~, ~ p ~ ~ u ~ ' ..58.59 ~ ~ ~ ~ ~ 59.79 _ - 8.29 ~ ; I ~ ~ ; ~ t` ' ~ 58,89 ~ ~ ~ ~ 1 1 ° ~ ' i ~z 1 i 1 5O" t OO' } I _ w~ ~n_ M..., ~ ~ ` ' ~ ~t I i ~ - . -e.. _ ~ E' t fIf i ~ ~ ~ y _ . ~ ~ _ ~ _ , - ~ . M ~ - . '.+m ~ I~ Y ~ f I l ~ r b ~ f 6 ear see S• oar._~.,., ~ .:,a.u..A' a ~ eRr r~ac sea err asr ure _ a ~p~M pro =~...rore saes s,.. ~oa a _ \ i 1 Wl91a Plt<y;= I ~i~ ~ ...a. 9. 0@0l91~s.•9~P.. Im~01vpp9a0a~e~o..B ^"~.0•~ 9e _ ~ A,w dy ~ ~ ~,a ~ ~ I ~ , ~ 63 _I r` v ~ _ ~ ~ ~..w.'_ ~ ~ ~e r/ ~u F.,, ~ ~ VdAIGftEENS°PYLON'~GM ~"-~ti,, ~ ~ ~ .t i ...I_ i a~ ~ i;; i _ i j{ O~ ~ ~ 1 r~, ~ ~ I ' , ~ It r ~ r 5 f I $ e { i 3 < i ~ P ~ it 1 ~ s l ~ ~ ~ ~ ~ f X f r ~ e~ / g i .FUTURE COMMERCfAL OUTPARCEL ( ) 1 TO DE DEVELOPED UNDER THE 'v,, ~ 6 SCREENEa'. ~ e e ~ GENERAL COMMERCIAL DISTRICT (CG) 'TRASH TYPE D GURD (TYP) ~ INTERIt7R ~ ~ ~ v..._ ~ ZONING REGULATIONS ENCLOSURE {~,R) ~ N LANDSCAPfNG {TYP) l ~ ~ !I i; 9 (0.97 ACRES) m,. ~ ~ ~ ~ ~ y ~ a ~ - ~ ~ ~i ~ R t , l _ _ _ ~ I i _ c ~ r I m ~ I `r' LGADING ZONE !t ~``~0 I If I i ;,i~~°i a . w_ ~ ~ ~ ~ 1J~ ~ . ~ ~ ' ~ ' ~ I t x ~ ~ . f. ~ 156.11 39.6Tj ~ 1~5' ~ 1r 1 ~Q I ~r ~ i - a ,t { ' t F ~ . , f 0 I' TYPE D CURE ( ) ~ i I ~b f~+ I", m ZONED , r". m ~1/1? ` C~-Z ~ ~ 2.27 ACRE a ~ 11 ~ f ~l~,~ e ~ ~ ~ ~ S} ~ ~ ~ ~ I - ~ • I'` w > - ~ I f; r' '/~r ~~;,r' c~ c~ I ,r~----- a ZONED G r i JIMWATER I e v j a i 9 , ~ I P I~ ,'r"J ~`C1R ~ ~ 24~ STQP 9AR , ai ~ ,f ' ~ ~ I I~. t, OF THE t ~ ~3 ~ R1~-1-STaP ~ . t , a ~ ~ ~ ~ _ i i0 THE FUTURE SIGN TYP f • ~ J A KING . P' 3~AIT LL° DRIVEWAY ~ e ~ ~ f f jr SIGN. ~ e° ~ a I E FaR rl~ls WaRK. ~ , I . . r k . m . _s..., ZONED „ ~ ~ I s m, axr-a e,ar , , 1 . , ~ ~ l I I f ^~1~ i ~I ~ ~ / ~ f ~ & y. , ~ y r r z s ~ a I , - , ~ ..,.n, r . I r. _W. ~ - i ...a.... 1 STAG I' ~ I I L . ~I•. 4D e.° r f ~ ~1,~ F ~ Q0., SAN " ~ tz. 7~ ~ i ~ _UE E SALES, a sa ~ ~ ! .,.,..,.a, ~ } ~'~~.~I ~ ZONED ~ ` I ~ TYPE 'a' GURB TYP ...,..o...,..., <.,.,,r.aa„ N I ~ .......a,..... ~ ..o , . I ~ ~~~~,?1 OPD ? ~ ~ 0 /j , t i ......,...e,. ...........w,. ~ j~l fir'/ . ..».,...»..e . , I , ......................a..,. , ..a ,..,.o ..............a..,.,......,.......,s.,.,,.. d .,...,a .........................a...®...........,..,., . _ _ ~ ..................e..,. r. I I ~ i DRY STORMWATER POND I 1a_ NO PARKING h w ~ , ~ ~ i i , , SIGN ~ ~ j ° ~ E ~ ~ _ ~ I ~ ! xl ~ „ j ~ , 8 f ~F ,P° e i ! `h,r~r I , e.a ~ _ a a ar .a. ~ , I ~ I C a.r ~ .r.a ~~~a 19 I K ,QUI ~ I EXISTING PRaPOSEa ; 2s. ~ r I D. ~a! iR k r ~ , hAX, ~ I - I P I j( ti ql`°'. NG a I STR I CT ~ C"'" C-2 CPa i I s ! ; _ OF 'E~ 6 G ~ m , , ~f , ~ m / r r' ~ { i a 1 qT ARE i i"T , A~ ° 141 4 r q > O7 SF 14 r a" ~ rot Y ~ ~ SEA WIT4 { ~ 3,246 AC 3.2~ , I ~ ZONED 2?1 L~ 271 LF C-2 !I ~Q. f ~f ~ / I 53O LF` 53aT LF .w _ _ _ . ~ _ _ _ _ _ _ _ _ . _ ~ ~6 m~~s a 7 N, . _ _ _ I_...~ r~ ' t ~11t.a1~ o `E~; _ i qC? ~ ~ ~ + , S E rt tax k a ~ ~ Pd°: g l v .84' ~y td .ua~, ~ ~ ti ~ ,30' r: a: _a p f/ SAW CUT $c MATCH $c MATCH " j ' i .EXISTING GRAaE GRADE r" ~ R , ~ ~ + , a ~ ;nrar°aarv n an,mc°r~r r r ,A , w PROPOSEa WALGREENS SIGNAGE a ~ ~ ATTACHEa SIGNS - aRUG STARE /f E 1 `W 64 SF PER DELCNER ROAa FRONTAGE z lr ( HANDICAP PARKING } CUR UE TA~L~;° Ci4 SF PER SUNSET POINT. ROAa FRONTAGE 2 `T e PROPOSED ClJRO ~ s ATTACHED SIGNS UOUOR STORE 64 SF PER 6ELCHER ROAa FRONTAGE ~ F ~1~r~j SITE BOUNDARY LINE ~ - 04~49`~7~ i I. 2~ 4 I ~9~ 64 SF PER SUNSET POINT ROAD FRONTAGE.. ~ //1r 1 RIGNT~-OF-~dAY A ~ 489,2' f, ; ` S~ i. , I'; :R FF P TR dG SIGNS i asp FR TFdE LC` "'T. A,NtJ ~ O". _ . ~ e; ; ~ } 24 FEET MAXSMUr# HEIGHT d ~ ~ O FEET MINIMUM STREET SET6ACK C ~ 489,c~7" E ~ ~ I . E~fSTING EDGE OF' PAVEMENT G'~ = S 89°27'4.x" E ~ 64 SF PER DELCHER ROAD FRONTAGE FOR THE FRONT (Q. FT, °.I~[3 aF g , ~~u ;F 64 SF PER SUNSET PAINT ROAD FRONTAGE REQUIRED FRON " ° , e PROPOSED CONCRETE PAVEMENT ~ C-~2 k'~ = 61271' t`~9~ ~ ~ r cP_EAR SPACE (UdATERFONT , ;1 t ; f~ A N is ragn~c~T REPRESENTAT1vE / L1- 01°42`49 f~') TYP TYPECAE . r""iOR PEREI~ETER SUFFERS: PRaPOSEO FUTURE C 2 51GNAGE ~ ~ 1&',29' Cl~a HC HANDICAP C~~ 1829' PM1 ~ i' '_CHER OFT 10 FT MIN, ~ 1 ATTACHED SIGNS SUNSET 1O FT 1O FT MIN. ~ C.~ = S 32°12`26 ° t'M.~ ~ ~ i ~ 10 10 PARKING SPACES " 64 SF PER SUNSET. POINT ROAD FRONTAGE SOUTH OFT ~5 f 5 FT MIN, FRESTANQING SIGNS ` Sf~ SIDEWAhK ~t WEST 2O FEET MAXIMUM HEIGHT 4a FT OFT O FEET MINIMUM STREET SETBACK r F 64 SF PER SUNSET POINT ROAD FRONTAGE i. r m PARKING LaT INTERIOR LANDSCAPING 1 ~ ; a73 sF (SQ. FT, AND aF PavEa vEHrCULAR l 18,75 AREA; ALSO, DEPICT ON SITE PLAN DRAt~dING SY SHAa1NGjCROSS HATCHING ~ "p a ca I .RKING GIVE APPLICABLE FORMULA): 4 HC Im ~ (6 SPACES PER 1,000 GFA) 91 REG SUNSET POINT ROAD AND BELCHER ROAD ARE CURRENTLY UNDER CONSTRUCTION BY PINELLAS COUNTY. THIS PLAN FOOD ZONE 96 TOTAL SHOWS THE PROPOSED' CONDITIONS OF THESE ROADS BASED OCT31 `11S PROPERTY LIES WITHIN FLOOD ZONES 'C', & 'X° AS DEPICTED 0 UPON CONSTRUCTION PLANS FURNISHED BY PINELLAS COUNTY. ' I(OOD INSURANt' RATE MAP NO 125139 0126 C REVISED JUNE 1, 1963 AND C"D INSURANC RATE MAP NO. 125096 0010 D REVISED AUGUST 19, 1991 Ty 0 J, f _ i _ _ .,..0 -a sr~ '5.: ,u.~x.3.u aTu~,C£~.~5~'"m .~u ,,.:u: ud.nuo~l ,a,.,.~,..5" .-a uv_m, xw 1 ky..,vaS 4Ff.....,°. ~,,.,.wA UPw ~.<.~,,.n M,a~,,.~. ~rA. M1.,:.wo-k- _ 514A8 oH ~ 4 i } ^ ~ NEAOWALL ` i o®,' a I . ~ ~ a ~ r;, i o' <;t _ fl Q i _________f______________-_°________________________ ,,1 yi„tr T'-----_______ h~' I7C1+74:04 aq ~ : EDGE OF PAYMENT ITO PC ~"4 ~ ,:h~ 173+87.80. 1 ~ rr r~',I f7.~~a7.ao ~ `~'~•h•SF_~l~ PplIUT RagD (UIUDER CDIUSTRUCTI~IVJ.lOQ' R,~I~i g , _n~ . ~p~' Y ___-,e~~'1-- --____;z~_W,. l7/ ~y~~ ~e 172 773 a~ a~ 6 SANITARY MANNOLP °h ° a r _ _ .~._e._ m n ~ / E ~ c~ ~ raP ELEV ° s~ Ga moo , mlvEteve>-9s.35 EDGEDFPAYMENT h "'$~e SECTION LINE' 0• ~ sANIrARrMANHOLE' ~ SANITARY MANHOLE' 0~~ , ~`.1~ ryh ~ , , ~ a --~h---- r h h 'TOP ELfV a 57.3f ' ' q ~ ___n___ I 1NV ELEV S a48.45 S.:OR i 0 g 1NV ELEV £ R 4774. ~i ~ roP £Lev o 5zso h ~ e~ ~ 11 _ • ~ h~' h~• ~ !NV ELEV W a 47.62 _ 1 ' ~ ~ .__-STORM ~'AT~R MANHOLE ~ ~ ~R_____.... U ~U INV £L£V N ° 48.19. ~ l'F] I~ ~ ~ ~ ' INV £LEV S"q46.17 ~ ~ ~ ~ STORM fVA rER MANHOLE r 1. ~ ° ~r0 4J Z ' UNDER CONSTRUG710N _ r, . h 6 •~a-.__ _ _.8°ra VCP--_ UNDER CONSTRUCTION - X0:38 ~ Vie. h~ 0 4h 'c _,~~~~a (q ~ ~ INV EL£V SE ~ 50,75 ~ w ~ ~ v } ~ 7.89 ~ 8 t CP - P4 ~ RCP___ ATER MAIN ~ . _ - ~ III lNV £L£V W 4 1 1 ~ ~5 Nis ca ~ a'`~ 5e.o3' , - (~E OF PAYP~F'N7' Q~, , ' I 0 ~ h t- -----~4' ~ -----P4°r RGP ~ ____-36IRGP h° h°, ~ t q~.~F,h~, _ ~p'~-B`a WATER MA _ ~ RGP B e RCP ~ r o- a ~ B a WATER MAlN. ' I SClR 8957 ~ ~ :52.72 _ r5Q.64 ,.-SET GfR LB X6357 _ ~.~__ti:.__.__.~. __a~__ _ _ '~-R6F-°TELEPNON2' BOX- ! m._~~~ 31:3 GTEMARKER _ / ~ y ~ 1'_ 1 ~ 6-~ y16~' ` EDGE OF PA YMFN7 -G_ ° rR r ~ ~x r~ 0 ~ c~ -NATf.Rl~IEIER !6 1 h ~ ~ ~ e BaRCP ' ~r~ ~ , ~ FOUNOlR,~OP! h • ;ty \ ~ ; } r,^,'a ~ G: t G'J~ _ , ~ TM ~ ~ t a.11'S & O.H`W £LECTRlCBOX h ` ~ ~ 1,~'" ~ ~ ~ ,1 ~j. ______._r _ -_..r _ ~ ~ 9- _ _ _ _ _ ~ ~ ~m 1 I r . n l .56.52 i - w awe_____ _ _ ~E-----------__~-------- o - _ ___._________~.--r--- i42' RCP Q U i °1 66 ; 6 , - p 4~ , I 0 ~}p ` ` ~ rV N NI 6 G.L.F. 0 i h~ ra h"1 ~ c, I h i hh hh h. 5raRM WA rER MANHOLE , hh SCIRLB 6357 'n i r--_-_-__-- f h~ I - h UNDER CONSTRUCTION ~a ~ r o / °o i i I~ R - S / ~ ~ k > ~g l u~ ! !r ~ ~ ~ 85 ORAlNAGE EASEMENT FOUAID !R X827 f Cu ` STORM lYATER MANHOLE • ~ , n, I ~ - ~ - - ~ - - atlU .3~ L. ~ ~ h r' ` ~p I , u~j,/~ nh--- - ~ T- rt G~B~B R ` 1 ` ~ f ~ ~ I U ~ , e QI ~ ~ ~ G TOP. fLEV ~ 56.35. ~ i h6• `OR BOOK -0!!8 PG 375 8 .y, 1.54 S 8-0,P2 N ~ 4 I : f V ° 5 ~ 'i i OR BOOK 4507 PG 2136 h ' TELEPHONE MANHOLE e _ n ~ ~ IN ELEV t.OS h i i 1~ hh R UNDER CONSTRUCTION _f (falf°a ' o ~ A o~ I I ur 7~8oTTLEBRUSN !8®oAK h~lc B°®0AK ~,C~a~2fa~!! E `~t rr~0a h~ h ~ ~ h hhh h hh~ OAK -I ~ b L7 ~ ~ ~ ASPP{i,~f.T'ii{ o ~ IP"e OAK- ~ 1~n ~ rrh, } '~~R~ h ~ ~ ~ ri off' ~.n 3 P n~ ~ aRI~~I j ' , n o I ~ ' 1~~ ~~i~ ry~ h6~~ U.~~.1 ! IVl hra'~ ~ 1 ~ ~ 1' n IS` I l5 ' ~9~ ~Q 1 9"a oAK- Ca i ~i ~ ? ~ ~'t ~ hh hh h6 1'h - n °v t; O r ° ~ ( 0. . h ~4 J~ 89 0.3-0~ f,. i 6 ~ h p U ~ -~^w---- ~e r`. OW 6R ~_}a__a'~, I_, 16 ~ ~ r ''s, ~ 1 ~ ? ~ ~ ~ i i a ' h h1' h1 TYP CONC CURB W f UP°!R % rrr i f ~ r ~ ~l_ - j NOTES: r ~ i 5° h ~b ,~'i~® i ' ,ry~i~ . ~ n. I ~ ASPHAL T PARKfNG cRAr£rNLET o.5' ~ ~ LB~o1r `r ;d' ,'~o° fi r ~ i r p _ r rlals SURVeY Was PREPAREa WlrH THE BENEFIT DF acD REPUBLIC 2h 3l (M) J ~ hry _ ah i 0 j s ~ -a I 1 ~ i 4 r r F r ~7 r 7 1 c~ \Q a , t ~ TaP £L£v ®5s sT ~ I t , y~' ' / 1 - r ph I .Q i INV £L£V * 4996 `ti t ~ r /,`Yr~' 9 f ' U i -STORM WATER MANHOLE h . Rye NA rIONAL TITLE INSURANCE COMPANY, COMMITMENT NO. CA1/3233, us ®A~__ ~ 'n I _-8AN1PgRY4£AXB6T ~ i - ~ ~ rr ~ ~ 'r h r % 1K° q~l i i I ~ roPezEV=a>::s ~ r"a ~ , ~ ~ rrr ~ ~ s, , a i , rOP eLEV ®5ssf ~ DATED JULY 22, 1994. ~ ~ lNV ECev ~ 5a.3r' ~ d ~ i h' `A~' ; Q ~ 1ryry ~v0',~ ~ ~ ~a`~~~ IE°0 0~~ 1 ~~~~f' _ 3"W BOfTLfBRUSRO ~.1 ~ , ~ , rr `~/r 1 ~ ~ 2. NO NDERGRO ND UT2ITIE WERE LOCATED EXCEPT AS HON ~~h ~ ~~.4. Li7.43 ~ ~ 7 e BOTTL£BRUSN n ~ n ~ ~ ' h0°i i 0 ? ~ hh• 4 . ~ i ~~h~. ,hh• ~ 4 . 1 . r i h 7 a oAK ,.-''~GJa ~ i ~ ~ (1~ Q ,r- !o ~ oAK ~ i ~ r r ~1p r r ~ t ~ { ~ i ~ ~ ` 3. BASS OF BEARING ,~S SHOWN HEREON ARE BASED ON TffE EAST F i i" 8 e BLAGKCtlE'RRY c ,~h g i BOUNDARY OF THE NE I/4 OF SECTION I TOWNSHIP 29 S RANGE /S E ~ I ~ h' h 4 a a I ~ i ~ °'°58.221 n h1 0 0~ ~ ' 1 ~ ~y 4~~ i %r` f p, t ~ (1 ~r WN1CN`BEARS N.00 0504 E (ASSUMED), f ~ U ~ ~ `7h 5s.a ~ ~ i fry'" I ~ CONC WALK ~ % r r r~ \ c7 58 02 5B 02_ r h ~ ' r ' ~ Q (,j U ~ U7 ; ~4 i 1.53.8 i o i° r r A ~ 53.8 I g o ` i 58.44 I I ~ I ~ ~ : r !r' ; _ Q a f- 0 l i II i I r I 1' 1• I, ' , ' h'1' ~ i 0 it i S4YlJ'ARYQb4VWf I I : ~ ' h1. I I 0 h i W ; i r ~ / r / '4 ~ Q Q- ~ t11 ~ ; 9 4. 'ELEVATIONS AS SNDWN HEREON ARE BASED UPON PINELLAS COUNTY ' ~ ~ ~ ; , h`~' i BENCNMARfC /267'W/TH A PUBLISHED ELEVATION OF 56.69. ~ ` r ~ ~ ~ ~ < ~ i _ i ; i h ~ ~ ~ ~ II I ICW EIfV « SR 44 I ~ ! I . ti r F r / i f / L~ ~ } ~ ~hh..' ,h~ ii ~i A.. I ,g q~ i I ~ 0~ ~r i / ~ti~' ~ ~ ~~J~GI- ~ , ~ ~ I I poi i-~o?_ _~I I ~ h• rr r r i I I ` a I CONC WALK ~ 6• r W r I o I 59.5 I ' 1•r I a~ h rr r / . ~ `a rr ~ , ~ i n ~ i .59.2 I2.T2 ' r v----t ~ i~ I I ~ ~ ~ f/r /r, ;r' ~ ~ .J Ul ~ f-^ U`51 5. T1fE SUBJECT PROPERTY APPEARS TO LIE W1rHIN FLO00 ZONES C AND X j ~ (~y ~ ; rv eDx ~ ~ ! ~ r- BASED UPON THE FCOOD INSURANCE RATE MAP 125139 012E C LAST REVISED , , ~ ~ f , I I~ II I ' 59.691 I ( I h./ r, r / ~ r a ~ ^4 z JUNE 1, 1983 AND I25D96 0010 D'LAST REVISED. AUGUST 19, 199/ RESPECTIVELY. ! !a ~ ; Q ~ ~ ~ ; r ~Q ii ~ I ( ~ ~ ~ I>- i ~ 8'o oAK hi i i f ~ b Q~~ ~ a'r C7 u1 / _ I ~ I g~ 28.PP i j 79 B1' i f tr '~~'r' •r' ~jh / / ~ ~ F-.: U ~ i i r l I ~1 r LO 1•^ I~, A ~ ~ ~ a I i ~p a`-°9°®OAK ~ y I i I 5.6 rrr h6/rrr,~!y6, 1',5°' r~ !ir' r Q;`~(nU~,QU ' I I ~o ,I ~ ~ I ~ I .54.72, ~55.A6r /r,~, h6 ~ / ~.L. IL [41 ~ ,r.. ~1 h hh I i ho, h0~ Cap ry °Q 0q' ~hry 0 0~' ry°y~` i ~~r p~ i I, ~~54.68}/ e'/r/rf : r~ rl (LO~r_F- 0 h I~u iy I Iha• y x.57.50 ~ h / r it ~ r , Q` 4° J i 0 h x'^•55 9 52.9 ~ .5 9 5z.s F C I"3 - I 7 ~ n . ~ ONE=STORY ~ I a ~3 ' ~ h°~~' / r; ~ ! / ; L~J ~ a ~ ~ a1 I u tii1 i I i i ti I i `J I Q~ r r i h' " ~ I nh I~ i 0a i ni ~ I 4 ~ ~ ~ i~ II I ul 4a~~i 011 ~p•'Vi i MASQ/1/RY ~ ~ t.~_ h1~ p~ !j h i ~~p~~~o f ~ ~ r~i~' r ~ ~ r~ r~ h ~ ~ ~ ~ ~U ~ i I ~ ~ ~ i ~ ~ I 1 ~ I~ II I {~I : I! Ply lI ~ I I I.. FF.'EL EV I ~ ~ 1 r' r / r / r { ~.1.f " I Cr ~ ~ i A BOU DARY SURVEY DF I SO`DRAlNAGE EASEMENT, ~ ' ~ ~ I ~ I I i i I I ' i i i o Jrg. D~ ~ I , aRAT£ 1NL£T .r ~ L f 94 ~ /`rr r ~ ~ r r ~ ~ 1~ h ~ 7 t~ h~ 3 i OR HOOK 4119 PG'375 & tV „ ~ i ~ ,iii i~l ii II II in. i ~1- ~ r fr r ~ P,, ~~0(,} ~ ( o p I t I ~ I POP £L£V • 63,49 ~ , ~ r r f~i U ~ i i~r, ii i p I 2 i i ' 12 i i i 60 --.n ~I rNV EL£V * 49.98 - 9B r r r 0~, r ~ ~'7 1 ~ s W W ~ Z F. ~ III G tl U i~ i ' ~ OAKr r h ,rrr r ~ r h ~ ' i OR BaOK 4507 PG 2136 i , THAT PORr10N OFLOT I, LYING /N THE SOUTHEAST 1/4 OF SECTION I, ~ ~ i ~ ~ ~ j s ft~ i I T i ~ I I o l I I I o I I II 9. ~ I ~ n g a ~ r / 6' "r rhb' r ~ ~ L~ ' S~0 ~ III I I ~rI G II I'' h IVi h' o ' ' l ~ r i r 0 tit ~ (Ll i a it i I I I I I u i~ I I ~I h p r %c ~ h• / ~ +7^ TOWNSHIP 29 SOUTH, RANGE IS EAST, PINELLAS GROVES SUBDIVISION, AS ~ ~ ~ Ql ,~o Q ® ~D ~ ~ RECORDED lN, PLAT EOOX 3, PAGE IS OF THE PU6LIC RECORDS OF PINELLAS ; ~ `_a ° ~ ~ ; ° ° f~' o ~ w( ~ i~ l u i i i i I I i i i i °ul ~ / 11 r i r i ~ ; ~ ~ Z F- ICI 8 ~ ti i it - i 11 l I I I I r l II I 14?,,._c ~ a T e AK r, r r r + t i1 F- z ,r. a COUNTY,FL DRIDA, LESS THE SOUTH 338 FEET THEREOF ALSO LESS RIGHT-OF- I C1~ O' l~ bi - Q Q ~ r r r r ~ rr ~ ~ '"~(~~Q~ . ~ ~ I U I I U I I i - 57.88 V~ u / ~ r r r Cj ' ~ hry 0 h' ° I I i ~ ~ , ~~pptl r ! ;/~0, rr / /r r`'i 6 F- Cl ~ ~t WAY FOR SUNSET POINT ROAD (C.R, 576, l00' RIGHT-OF-WAYJ AS RECORDED ~ Imo. s,~ ~ ~ ~ , ~ ~ry o IN O.R. BOOK18I3, PAGES 343 347 DF-SAID PUBLIC RECORDS AND BEING ~ w y ~ h h y~. M ~ ^~E ry~r i ~ I g.~ ~0• 0. Gc I:' B r BOTTL£BRUSH ~ ~ ~ ~ irdt 0~ a r j ~ r } r h I Ih q• 6 g' I d 1.0 ~ h~ r 6 r r q, i }t Ih~~ i~ ~I i h h { 3677 ' I o 0 ~ r r r Syr c i~ N ! FURTHER DESCRIBED AS FOLLOWS: ~ ' h `'h, `'hG hh ~ r ~ ~I ,I I~ n ( 00 t~h r h r ~ I ~ 1 ~ ~ r` I ~ 59.t 0 I ~ o o p ~ ~ Y ~ ~ r h~ rr 1 r h~ r~ i~ ~ ~ ~ i G it ~ r V ! ~ ~ ~ , i h~ ~ i I I' i' I i 5°'' n ~ ~ I~ e° f rr i~` r r ~ o I , • I I ~ i l i t~ ~ I , i ~o ~ f~Y~ i / ~ ' ~ r COMMENCE AT THE EAST I/4 CORNER PF SA1D SECTION I; THENCE ALONG THE' ~ I,~ ` ' i EAST LINE OF SAID SECTION, SOO'05''O4"•W, 48.56 FEET TD' A NDN°• TV BOX- ~ ~ 4 ~ ; W I ' I I p I I ~ t ~r r rr r r rr a R W _J y~}~ r F. ~(u ~ I I I 4'e BOTTLEBRUSR---~ ~ 8°~ BOTTLEBRUSH- ~ (~e~ " / ~ ~ TANGENT CURVE CONCAVE NORTHERLY,:HAVING ARADIUS DF 34,239.60 FEET: `V• ~ a i i€ I, I o I o r50 T w oAK. ~ 0 ~ p~, I~ r ~J~~i r ` r r r ~ ~ , p Q (i BEING THE SOUTH RIGHT-OF-WAY LINE OF SAID SUNSET POINT ROAD (G.R. TFLEPNONE BOX-- i ~ ~ q 676, 100 RIGHT OF°N'AYJ; TNENGE WESTERCYALONG SAID CURVE AND ~ ~ s~~~ , ~~7f I I I 0• p ' ~0~7 10q ° 4 f lye i ~ ~ kl~r°rph rr ~ ~411~ I` Gib odo 1~~~r ~ h PK~~IL r I i,' .,r,`~°•r~h, ~ 3 ~ i ~ i h } I a h o 1 v GfY 6 01f/ ~ ` RIGHT-OF-WA Y UNE; 15.00 FEET TNRQUGN A i CENTRAL ANGL E OF OD `0I `30" ~e ~ Q ~ ~ q ~ I I pti. c I ~ 4 k~ 2 e o Q' h1' 1,~ iti roe r ~ , r / a r p i t r y ~,U I ~t, , Q ~Jn 4 Q h0 r~, ° hr + i hh ' (C. B. NB9`3B`05",W., 15 p0 FEETJ TO .THE EAST L1NE OF SA1D LOT I h~• ~°j o 0 ~ 0 o I~ ' I I.Un ~Rlo a p'J~\ < ~l ~3" y~ `v r/ , ~.y~ /r ~ , ~ ? Q ~ ~ ~ ~ F. o WELL oo° ~ ` V ` i ~ 06 ~ ~ ~ i / J ,r ,/i p AN0 rHE POINT OF BEGINNING, THENCE ALONG SAID"EAST LINE,. ~ p d Q, S.OD`O5'O4" W 272,86 FEET TO THE NDRTN LINE OF THE SOUTH 338.00 wh, h tiry h ~ h~• ~ p I I ~ I I a s Q~! /y~ ` P hb. ~U df i ~ p ~ rcl ~ ~ ~~`W~ It°RV h'~I~ ~ h1G h~~0~~ o~o p ~ ~!e ~ ~`htyrr rr~f%(~• {,h~R ~ hyr~ z ~ FEET OF SAID LOT l,' THENCE ALONG SAID L/NE, N.89'OB`40" W., 319:91 ~ i yh~' , h~• h~~` ~,~b 9~ ~~,`~y ' ~ w ~ I z, ~aa h~ ~ ~ ~ FEET TO'THE WEST LINE OF SAID LOT I,• TNENGE ALONG SA/O WEST LINE; N00'03'36"W 2T169FEET 7.O SAID SOUTH.RIGHT-OF-WAYLINE' THENCE. w~ i (~'4`'R~ w , STORM BOX ~ ~ ~ I R't i ry ~ i ~ ~ 9~ ~pqf~o~ Q~ a p~` r~ ~h~i r ~ ~ / ,/~i` Q ~ U~ , ' r r n h h ~ TOP ELEV a 53.99 ~ ALONG'SA1D LINE S.99 07iG E, 2115 FEET'TD A CURVE CONCAVE q a , W w . ~ INV ELEV = 52.58 ' iB ~ F h ~157i21 ~6a>~~o r , ~ ~ '~~4~ rrr ~ r` rr ~ [C ~ r ~ r r i U a ~ fi II I I~ i I 'y1' 7"mOAK_. 04 ~4 r r i /rr U k ~ , NORTHERLY, NAVING_A RADIUS OF 34,239,60 FEE7;~ 7NENCE EASTERLY ALONG ~ , ' m o i 7"~ Yt1fR ON `W S!D , SA10 CURVE, 299:44 FEET THROUGH A CENTRAL ANGLE OF 00 3O 04 (CB. ~ a o i 1NV EZE'V 52.65. - S/D ~ ~.~i~l ~ --")rP B CMP;_.~.`1~ ~A o % el f r` ~ r r,' r~ rr rr ,fir ~ ~ 4 W I f: 5:8922'18" E, 299:44 FEET] TO THE POINT OF'BEGINNING. ~ ~ m . i r u :k ~,-5 e°!R N 89°08.40 W C . i - i h" I ' , i ~I ~•-cRATEiNLET 1~~ \4 ; rr %`,,r`,~;r ~ ~ q ~ (i ~i ~ ~ h / r r ~ J r; ~ I I- I TOP ELEV e 66.94 ` ~ ° ~0 r Tj~' r yhf a ~r 4 ~ p ~ r 1X2° fR 1 ~ 152.9 I, ~ ~rNVEL£Va54.1B ~ 00 ~sr~ ~'i~0 rr r'hhr`" \"`r /rr'~`~ ' W s ~.•~1~ j i r i h~~ `~__15`SANSEWER F= 7.18 00 h~.' rra• ~~t r / ~ ,4hh~ ~ ~ , G r r ~ s s s U F R .oa c 5 R o ss. _ ~ ~ <,I~ , ONTA N NG 7l ! 7 Q ARE EET 0 2 ARE MO E R L E ~ M ^ 3/O. gl (R) E ANS zs37~~ 5~• ~ 4~,~ i 7V BOX: ~ h°` , ~ ~ r4. t ~ I'.I 4 vi 1 ~ 7h hh' r i r.R. ~ X A5519~, ~ i EASEMENT 4 it ~ ~ o° i r ; r h rr ~ I i D°• R• h h h~' r t~' h 53.G~ AND ~ ' ~ ~ , 5s a~' b ( q - t~ ~ ~ ~ , ~ i~ T"0 OAK__:loo~ 0`J ~A oa ,t0~" 1 ~r ~ ~ rr rrr!' ~~i 0 I 1 ab h , h6 ~ , h~. A PORTION of THE NORrHwEST!/~ pF THE sauTNwESr i/4 0~ sEGrraN s, rowNSxlP 2s h"' ' h~~ h~ e'` h ~ . ~ I i I ~ 56.5?Q°"" yllJJov ~ vA ! rr . h~`i r° ra /i' ~ 4 ~ r "1 1 ~ hf rr,r r r, v ( I SOU F1 R NGE 16 AST LSO THAT PORTION OFVACATED PINELLAS GROVES EASEMENT 4 ~ T:a~ ° ' `r` h h~ p° a~ r r A E , A (U 89 O 0/ VY h 54.53, 6 i r 10. ~ Q r o° 0'ri X6.12 I` r r~ ~ c; ! i~ 1 ~ ~54.53 _ i > e 0n° ~ ,v ` l ` ~S` I i I r~ 5fi.l~p~~o ~ ~ ri ~fi / i'A r rr1 i/~ /'r ~ (RIGHT OF"WQYJ IN THE NORTHEAST I/4 OF THE 50UTHEAST I/4 OF SECTION I, TOWNSHIP ~ 6 : 320:03 ` w E' ~ a~ i y ~ -I c Orr o IOaDAK.. ri r ~r ~ I ~ I t ~iA i~ 4 0 ~ r' r'~ ~ / r`h n rr ~ 29 SOUTH,. RANGE 15 EAST, LY1NG ADJACENT ?HERETO, DESCRIBED AS FOLLOWS. < p ~ sarrrrnxra~axouT ' (MJ 1,~~ i h ~ ~ ~ pOQh ~ ~f 0 1 } i ~ ~ a p X5.93 pr ~ i ~ ~ rr r;' /rr ~OQh ~ I ~ I t G4 ri ~ U r~ r r r ~ ~ /r ~ i O~bh''WV r i `!Q < ri f rh' ti r. r / r r' r i FROM THE EAST I/4 CORNER OF SECTION I, TOWNSHIP 29 SOUTH, RANGE /5 EAST, ALSO N ° I ~ d~ i ~OF tA@ i ~ r1 t ~~44 ri hh'"F .<5' 'nA r( r r /i In ~ ~ ~ I I ~ ~ t A ri ) - ~ r l / r rr' ~r 4h a a I I r 6ia OAK- ! o- 54.5 rrr ,.,,~-ipK NAl ya'/ ~ r rr ' / r hD~' ~ ~z BEING 7HE WEST 14 GARNER OF SECTION 6 ' TOWNSHIP 29 SOUTH RANGE /6 EAST RUN. n ~ ° ° ~ r , f r+ , ; ONE-STORY ' ~ ~ d ~ ° THENCE S.QO 05 D4 W, ALONG THE SECTION LINE 46.66 FEET FOR THE POINT OF n<~ I ~°u',,> 1~ A 2h i X i . 0 r~ j CFY~LB07 r' r' r ~ j ' ~ r r i` i rr, r Ir r~ 1 ~Wa> , I i o 004 r'l0"reDAK ~ / r r; rr ' i ! a ; rt9A STORY 0 Q ~ , e J m w ~ BEGINNING,• `THENCE AL DNG THE SDUTHERL Y RiGHT-OF-WA Y LINE OF SUNSET POINT ROAD - o -o ~ w~ QJI?!~l I~/ / 10 ! 7! 4 ~ v f hra r r`~ r r (T 4. 8 FEET ALONGTHEARC'OFA CURVE rD THE LEFT SAID CURVE HAVINGA RADIUS OF a~ ` DOLLAR ~9IIVI 'STORAGE ~ wm ~Il/~~ o r n 4 7 ~ Q 0 Cr qoa? , ~~'t 34,239.60"FEET ANDA GNORD OF/74.T8 FEET WNICNBEARS.894330 E: THENCE n, I hti2~ .h r ~ ~ `20.WW ~/U ~~JI 1~"t`1JG YR-,a /~~ri'~54.'l k /r~ ( rr ~ l~ ryV r r ~ err ~ ~ S y~ ry p I ! v 2 6 r r P• rr i V j/~i h r 0 q y`~ A ( 5 44 32 D1 E:, 28, 33 FEET; THENCE S.OO OB 3I E„'ALONG THE WESTERL Y RIGHT OF ; F~ E~ ~ ~ 5~, 82 I 7 ! rrr r rr ~ Air i I ~ ~ § i~ ~j0 fi r r r q I ~j WAY OF 9ELCNER ROAD, !06.24 FEET, THENCE S.34'49'32° W., ALONG SAID R/GNT OF Way ° ; ~ ~ ~ ' I p~~~i~J.~`l'rJV! YY itK•ai(p®~ / rr '..r~ i1hr~ ~r ~ ~ ~ _ {{^fdJ7 I ~ i I I r ~riri 5 `63~ ` rr r r. ~ §a ~ ~ ! 6 I ~ I', 89.58.FEET, THENCE CONTINUE ALONG SAID WESTERLYR/GNT OF WAY S:32'S4`45" W„ ~ ~ r/z°1R , , ~ I2L9I FEET; THENCE A DISTANCE OF 18.64 FEET ALONG THE ARC OF A CURVE TO THE e • ~ _ Rcs {4D3z - -f,. , zz ~ / I ~ 0 i~J:~YI 1~~1 0° ~ / ~i ~6.R9 ri ~l l'r ~ ~ ~ ~ ~ti f LEFT, SAID CURVENAVING ARADIUS OF'636:60 FEET AND A CHORD OF 18.64 FEET WH/CN i__~-- BUILDING T VERHANG 0.31' . ' ' . _ ~ Eh~!L i I h~, ry454.i~• fK 1VAll r rr ,r~ ~ ~ ~ ~ i f ? ~~t~J} ~ k. / V I i{ i h ri Gf"Y,~Ba1C r ~ r ~ rrr ~ i''h~ ~ l ~ i [ ~ ~ pan~;6~~/ r h?v 56.61 rr rr~~ s ° h (t_(II;/l ~ BEARS S.32 `O4 `42" W; THENCE.. LEAVING SAID WESTERL Y RIGHT OF WA Y N.89'S4'S6" W., ______s_a _____-men_____~______ _~_n_~:___ I 83.14 FEET,• THENCE N.'OO `D5`D4" E:, PARALLEL TO AND 15.00 FEET WEST OF THE SECTION - .___a_ __a______ -~sas_ X71°'-~`"; i I ~ l ~ 3 v~ r R~ r r/ rr V~: ~ i i [ k' r h r r, LINE, 316,63 FEET TO THE SOUTHERL Y RIGHT OF WA Y LINE OF SUNSET POINT ROAD;. THENCE'. ~ ~ H~ a 55 I I 21 ~ `fh r r r, 1 r r~ I ( I ~ r ~r r n~J j r~~~ i ~ ~ ~ i ('1 A<OISTAOCE OF 15.00. FEET ALONG THE ARC OF A CURVE TO JNE LEFT TD THE POINT'OF' a "o h' is I` I ~ W ~ ~~J r r h h 0 ~';I ~ i ~ I. / t BEGINNING; SAID CURVE HAVING A RADIUS OF 34,239.6D'FEET AND A CHORD OF 1500 FEET ` ~ ~ h WHICH BEARS 589`33`59" E; CONTAINING L245 ACRES MORE OR LESS ~h a? aa? i '.~0 i i y9~~ ~1 r ca ' i ~ - h `0 r / r r (1, I_~_ _ ,f _i _ ~ rp r F r f ~ ~ h ~ ~ I ~ h~y~~ 1~~`~~r; r~~ ~hk• h~ /.~t~ ~ r. 1 GUR I/E TABLE, f EASEMENTDE5CRIPTION: G._~t R 34,239.60 G-J R 34,239,..60 'T r r h7. r Y r I~r.~•h~ hh / ~ » . , 'THE NORTH 50.0 FEET OF THE FOLLOWING DESCRIBED TRACT DF LAND: Q = 00 17 33 ~ = OG 04 i J F Iii i I i °,~~i ~ ~ r / i{ rl~~c~ r ~ f ~ , O~f , , G-1 R = 34, 239; 60 A - 174.78 A ~ 299.44 ('R~ - 299. ~9 M I I I 6h ~ ~ l rr ~ ~^y ~ ~ ` D T 5 1 4 ca o s G D s ToW s sou G FR M HE WET / RNER F E T! N N NIP 29 TN, RAN E !6 ° , » - EAST, RUN THENCE S.OO D604 W., ALONG THE SEGTIONCINE, 367.34 Q - OO 49 07 , ~ hhy h~. ~ ~ , I~ ~ ~ ~,~J ~ rr I~~1,. ~ a, ,a r ~ ry c - 174.78 c = 299.44;~R) ---..299.49 (M~ ;w FEET FQR THE POINT. DF BEGINNING; TffENCE CONTINUE 5.00'05'04" W, I ~ ; !NV E~S 51.85_, Ir rrr~~ ! % r ~\XC~1~ ~9 A = 489.28 ° ' - » ~ ° » ~ ALONG THE SECTION L1NE; 140.75. FEET TD THE WESTERLY RIGHT OF WAY GB S 89 43 30 E CB ,S 8~ 2218 E ~R~ LINE PF WELCHER ROADt THENCE ALONG A CURVE TO THE RIGHT, WHOSE » W; ~ r , G _ 489.27 CB - S 89181 ~ ~ (M~ 2 ~ GNORD BEARSN,3T 46 l2 F,168:94 FEET, ARG OF 159.23 FEET AND q y,~~~rlr`~~ ,h"' ~I ~~,h"~ ~ HEREB Y CERTIFY' ' ~ r aDRAWN E q ,~rv ~ r THAT .THE SKETCH OF THE AFFIXED SUR t/EY HEREON RADIUS OF 77!20. FEET, ALONG SAID: WESTERL Y RIGHT OF WA Y LINE; , Q GB = S 89 27..43 ~ ~ o rr , r~ . REPRESENTS AN ACTUALFIELD SURVEY MADE UNDER a THENCE N,69'S4'SG" W„ 73:99 FEET TO THE POINT OF BEGINNING, ~ q. q ' • v 1;~,' QP `ha!-;~~! 1` MY DIRECTION AND /S AGCURA TE TO THE ,BEST OF CHECKED B Y. ' - PROVIDED, HOWEVER, IN THE EVENT THE MEDIAN CROSS-OVER CUT !N rHE c.>I „r p~ ~ ,,lh"'' , ' pry,,` ,r ~ ti1Y XNOd~LEDGE AND BELIEF, 'AND FURTHER GERT/FY PUBLIC RIGHT OF WAY NOW KNOWNAS WELCHER ROAD IS CHANGED FROM ITS G- 6 Q ' - LEAF, W~ ? R 35. o (R) 611..71_ (M~ _ . ,r r , r r h • h~ J.A.P. ~ j~ ,r ~~rr h7~ THAT IN/S SURG~EY MEETS:.THE M1NlMUM TECHNICAL, ~ . , » ~ , PRESENT POSITION IN SUCH A MANNER AS TO NECESSITATE UT1L12AT10N OF ADDITIONAL PORTIONS OF"THE FOLLOWING DESCRIBED `TRACT FOR INGRESS ~ = ~14D 54 //R - O1 ~2 ~9 M ~ _ ~ - , ~ R r, 1 r AND EGRESS; T°IfENGE THE E'A3EME'PlT TO FLAGSHIP BANIf OF PINELLAS, NA. , I. r.~HT P l T,,H _ ;RA, FC ~ICNAL d7JX A = 1 64 ,~R~ - 1 ~ 29 ~M~ r~ "~0 ' / ~ ~~`rhry. ' STANDARDS SET FORTH BY THE FLORIDA BOARp OF ;SCALD: DATE; 3~ h~.t ~n6 ,r`,° r' r,'` ~P,r` PROFESSIONAL LAND SUR~YORS /N CHAPTER 61G17-6 I"=30` B'-~~' ~I AND OR /TS GRANTEES SUCCESSORS NE/RS E ECUTORS AN j = f17~1L l TY ! Lf~` l&X = 7F' E HJ,1` X ~ D n ~ ~i ~ EBX _m F1 EG. ROX ADNIIN/STRATORS SHALL WE WITHOUT FURTHER ACT OF GLENN E: ~ ~ 6 _ c~a~ . A--V~ , r : , ` FL ©RIDA ADMINISTRA TI ~E CODE PURSUANT TO SECTION ' 98, 4_ (R) 18.29.: _ sr~n' o. = sarl'r lz'Y c ~,,J Sri FINKENBINDER AND/OR HIS GRANTEES, SUCCESSORS, HEIRS, EXECUTORS, AND : - ~ 6VA lER ?AL l~E r A Lt.nr C I ` ~ ~,1` 472 027 FLORIDA STATUTES 1 ~ A R T Y C H I E r r r t r r ADMINISTRATORS, DEEMED AUTOMATICALL Y EXPANDED TO INCLUDE SUCH n " _ • „ `d - FIRE' HY~7RAr^r:~ h 1; _ I At f.T GB s 3z a~ 42 w [R~__ s 32.12 26 w (M) ~ , , PORTIONS OF 1'NE FOLLOWING DESCRIBED REAL PROPERTY AS MAYBE WATER Mt'IER TSP - 7RAr~G ~,CIIAL ~ ALE r r C,S. r ~ rr ! g ' REASONABLY NECESSARY TO PROVIDE A FIFTY 60` FOOT R1GNT OF W Y FO I;t9H _ TLLr. ,1lA?,NJLE ( ) A R ' P~.ATUr'Mk~PJSYOPJ r f,'r r` r~~~ Ir w,, FfELD BOOK~r1 t~`„` INGRESS AND EGRESS.' - GAS :.1,"1T (c 7 DEED %~I6;rNS(CIPI - _w_ _ w ~ F- r , F- r , , r: r PAGE:48S~X WAT:R <.1fI_ FROM; THE WEST l/4 CORNER OF SECTION 6 TOWNSHIP 29 SOUTH RANGE l6 ,'a>! Y Frt~t?>MtASURtdTE1~7 " - - ,;~ERy~Air r"l~ ,~;Ir >ry'~h'`~~~~ ~ JAMES A PADAGS ' E 5r UN `c s ' 6` ,r W . G.~3 R - 3~ 239: 6D ~ ~c, A , R THEN E .000 04 ALONGTHE~SECTION LINE367.34 FEET , (rr'- R.:~:7R1.? AS'Bt1,'LT•E~E°~All!N _ - - pl~"kHFAt TFLE: ~.INE , G ~ , ` ~ r PROFESS/ONAL LAND SUR ~EYOR NO. .2068 CAD FILE ; `7 r ' FOR THEPOINT ~OF BEGINNING• THENCE GON INUE 5.00`05'0 " W. ' ~ r ~ ~ _ur--- - ~ 1'~, _ 71~, ;F, _ ;t- T 4 .ALONG _ , I-ti?I,,ND vUrt„Rt 1E Mvlllf,cll, ~ r r~GRt r_..t. LII._ D0 0130 r ~_r _4 THE SECTIONL/NE,,I40.75FEET,TD THEWESTERLYR/GHT OF:WAYLINEOF F,f~ F'~J,,~7,~rRUn RGc 51~e _ eluol- _ U^.?~RC,RUIIND ILtC. LIPIE ~~l l r` ..FOR 9404~P h ~ , ..CYPRESS (.ANDCONSUL TANTS, LNG ` ~ ~ BEL CNER ROAD; 7NENGE AC ONG A CURVE TO THE RIGHT, :WHOSE CHORD WEARS A' = 1~ DQ (/R - 1 Jr. 21 (/M /1. sPr a°) - SE7~ PK PJFiIw & t;'I,SK r a a l~ l/ JOB NUMBER: ~ N3746l2 E, 158;94 FEET, ARC OF /59.23 FEET AND RADIUS OF , , r.1= - 1,"drE~RT ELEVAI+~JN - ~°NC_ - UI~kH.FALf Ll!!E J~ I '77!20 FEET; ALONG. SAID WESTER! Y RIGHT OF WAY LlNE;, THENCE G = 15, OO /R ll - 1 J~•. 12 /M FLE,'A77GPt I l N.89'64'S6" W, 73.85 FEET TO 7HE POINT DF BEGINNING. m ~ - SAtJ; TAP t ~ THIS SKETCH NOT VALID UNLESS EMBOSSED WITH .94044 C) U A 1 RF'l;l K'TF'Rfil7 C'f ll~ i/F'YnR °C' CF'd / c u ~ c T ~t r c r TF' EPH' . t ~ a OT 11994 SEC. _ TWP. 29 CENTRAL PERMITTING - 29 e~ r~ ~ T SEC. ~ WP. v a. _ v.;~~. ~ ~ a m.;y..~ _ . _ °...~,.r. L , ~e,. . ~ .,..r, . ,,r _ r r ° • 5146, 7 _ , o > ~ U ` ~ C. ~ i ~I ~ is ~ ii ,iII~D.,~lt L _ ~ J. N ~ ` C iii ~ b I f 4 ~ g ~ti e. ,.A w ~ ~ ~ ~ 1~ EDGE o~ ~A rMEN r F~ I ` SCf~S~ 1~ f~(~IIUT ~'~AD ~/C1/UDE~I~ ' ~'D~f,.~ ~~'IJCTI~I~~ l~ J' ~ ~ ~E ' ~ h SANITARY MANHOLE TOP fLEV < 6T.OO _T 1°~ ~ q o ~ ~ ~ ~ ~ ENV fLEV E w 4935 tDGE'OF I'AYM~.C~+f h 1' ~ SECTION- LINE y~' h~• SANITARY MANNOGE SANd7'ARY MANNOL+ ~ ~ .4..,.. ~ _.,.:d.-:«..,. TOP fLEV 61,31 !NV ELEV S ~'d9 !NV fLfV E: Jr.74 TOP ELfV e 5T,90 SANITARY MANHOLE ~ ~~4~ ~ ~ t+ fi0P ECEV'' . 5T, 90 ~ . h ~ pl S " ~ d. I' ~t~ m, lNV ELEV N . '46 - „ _ A ' --5' Fi~LIY.A]'f,[d, MANHOLE h 4a qq ,.-«r, r ,~o _ INV EV S 4& iNV EL EV N 46.29 ~ S ? i f ~ ' 'NV ECEV S ~ A62? I I E i ~ ` ~ STORA, WATER MANHOLE UNDER CnNS1RU~IOA ~ h'1 6 !NV fLfV SE W 6 UNt7ER CONSTRUCTION ~ ~ !NV ELEV W ~d i ~V ECEV SE W 50.75 ~ ° r _C NV ECEV w : ~~z I I ~ ~ ~ ~ . C s C t i; P ,a.._..... B"~ VCP ~ .?4-~ RCP ER MAIN. 0' 0 ~.a ~ ~8.0~` ° - _ ~L7GE OF~ PAYA~ENT _ _ _ ~ 16 i h q~ RCP--- q. q, - B"~ VCP.~. ._...:.~,~I,_ h h`5' O~q.~58.0~' ~~~Q~,y~ ; m' ~1. ~ ~ ~E7?GE OF' PA VML'N7 f ~ I c ~4'~-9 A WATER MAYA1 I ~.I y'i+ 1~ 1~ ~ ~ h1. ~ ~ ' 3 Fa = 5a. 2 50 64 sfT clr~ ca esd6r Re,~-~ " ~"m RCr- --~C~.,' ~R"~ RCP--` I'"' a~ _ _ _ X71' ~ 1l2" 1R ~1. .ti. ~ ~ t/ j r ~ g~ 4., T MARK R C at ~4-m-RCP-TELEPHONE Bp. Gf f _ _ ~ f,. ki p ~P `;~i,~S „ ~ ~1T4. Fa 6 ` ~~>1 cr: Le X021- , ~crRac ea ~ ~ f _ _ ~ ~o ~ ~ € ...,py£.~ p~^,..®M a r r a r4 QM£"^. n. OHf^ -04~' 56.52". roa r. as rre ar e PNE ~ Qy ae r a ra ® re :ea era~am a...a .e., 'C " a,rq ar°: arr ,a 7_~ - _ _ _ _ ,m: p, ~2 0 RCP 4 q~ 6p ,5'y , ~ ~ i~ M ~ ~ ~ ~..~._.w.a--.. L ~ ~ ~ ~ r ~ ~ ~ ~ ~ [ F ~ 1 C k` .o ~7 b11t- 14t__ 'oW9._...."LS!!t phi "~L.: 6_~v,,~.~4 f ~ ii f~ rr.,kf ~ a ~ ~ jj~~ ,off h1• q~ I h~ 0h hh' STORM WArfR MANHOLE hh, 0~Q l/2° fR h. ~ ~ J R ~ I,l/2" IR ~ S ~~7~~~~~V i L~, i. >I~ I`f~~Q~1~1 f ~ ~ + UNDER CONSTRUCTION " h ; h B6 DRAJNAGE fASEMENP . RLS ea2r Q sroRM wArER, MANHOL I ap 0 L$ F21~9 I ~"n e~ ~ ~~ff (f / , `r~ ` f j. i, TOP ELEV =,;58.36 0 h6• _OR 9OOK 4tJg PG dry •y tldPl"~ OA as INV."ELEV s' 6/.O5 i ` q'' OR BOOK 4507 PG 2r.~ h~ TELEPHONE MANHOLE ~ ~ ~ I 1 ' I 'r~"', ~ e i A 1 ~p ~5 /1 _ ~ f"d BOTTLEBRUSN l9"~ OAK 1'~" E"~ OAK ~ ~ `I g a~t,~ m~V ~ ~ ~ f~ a ' ~ I h h UNDfR .CONSTRUCTION q'S ~ ~ a, p h~ d h1 ~i~ h 6' G I A,~PH~L ~ ~ ~ 72"~ OA ~ h ~ ~ 0 ~ 0 0 ~ ~ _ i ~t h1 I hh' hh aq q.~ ~ ~J , ~ , 5 9 Q T 16 E' h1 ~ a 1~ ~ p 1 15 i ~ ° ~ ~ " 1~ 9"w OAIt~ ~ ~ ~ ` f i ~ u, h ~ 1 ~ h1'~ 1Q~ ~ 1~ ~ ~ ~ I ff2" lR f ~ , ~ ' hq ~V P~ 1I V (!I l W e~ I" " ~~a. I 4 I e h ~ TYP CONC CURB M1 CR f021 , ` f r ~ . o ~ ~ .ASPHALT PARI6IIVG cRAre.1NLEr 0.5• ~ \ h~' f ' ~ ~ ~,';<s ~ti,~~~. ~i; i I q. h , I h 4 S~ °x"0'34" E ~ ~ I ~ I ~ TOP ECEV : 5s.9r ~ ~ ~ i ~ ~ f h~' f f ~ ~1' ti; 2L f f~l y I h~ P ~ • sroRM WATER MANHOLe h P I fJ Ql ~1 rr°~ oA ~ h iruvELEw~+0999r OA1(-m-~"'ti4'.' ~ , w I ~ ray £tfv a ar.~e~, 11~ ~ rI"~J I ` h~'• _ 2f. ~I w'~1 ~ roP fteV a 56sr ~ I n# I SANffARYCLfAa'?UP a" e ~ fey h f ~ ~ ~ , P'` V ti~ ~a ~a hh ~1;L ~ ;,.12 ~ ~ ~ ~ ~ ,~'`@ 3"A BOfTLEBRtISh~,, ~ g~ ~ ~ ~ I f f I li ~ I h ~ ~ 6 s ~ a,43 I`~~" w(~, m ~ a ,;i~ . " 7°~ aorrcEeRUSrf ~ ~ i 1a° I h~f~ /oh t ~,r a ~ , ~ 7 ~ OAKS ~ ~ ~ ~ V1 ~ ~ Qdd ~ OAK~~ ~ f f f ~1" ~ ~ ~ ~ i ` ~ i_ ~ I 8"~ BLACKCHERRY` h~" h 0" I I , ~ 1 58.2 hA o~ y~' , " 1 I ~ yh. ~g h~ Dry h4~ 4 I I l:c~ I h h hh. .79 I I e _......a. _ ~ h~• 0g' ~ ~ f i _ ' ~ Y, s € ; l.i f F, I ~ 58.0 5 CONE WAL! ` ~1• ~ '1 ' f f ~ ~ i I 56.43 53.8 I 1 s' ~ 56.43 r c,~ Q~. ~ . < ~ ~ I f 53.8 as ~ i I ~ 8.44 ~ ~ q&+; i ~ a f - is ~ ~ i 9 ~ ~ ~ 1 ~1, ,h1, ~ ~ f f 6 i }3] f r r , ~Y ~h~ I i ire I A h`'"~ I a I F~~ 9 I i ~ Ih~ l Ip a - ~P / / ~ ° 1, ~ i ; a i; I I _ I®~ ~ I 1 I a ~ I ~ ~ ~ ~ ~ I ~ I ~ rU ~a .39.5 eoue wAE x ~f ~ f / ~ y ~ > I ~ I 4L" .s= to a , , f n ~ rr; Q,. ~ 59.2551272' i~ `9.69 ~ h ~ f z 4 i b i r=. ~ ` I la io' I ~ ` ~ I ~I . ~I `j ~ ~ ~za.z2"~-~ : i ( I~ ~ s•a oAK `'l f~~f,y r r ( ~7 (~~I ~ ho,' 9'9.9?` h ~ i ~>^i i ~ , a _ i 1 " i ,a ° " ~ " I I. ~ Q I ~"'OAK ~ i I f f ~f i i d~ E,~~ I ~ i . 14,a 55.4 ~ h d' (J i' i > ~ I 1 hh. hry h~ ~ M1, y: ~o a1~ I ~I 6C' I 4~~ ~ • G I~ 5.68 f~ f f~ G , > r, , E h ti' ~3 9' 57.50. fi p , h I cal ~ 0(VE'-.STORY. f I I n ~ ~ ®h• f I ~tJ ( ~ h hh hh 5,99' 52.9 55,9,1' 52.9 tll 1 q, ~ N ^a ~ 43 ~ d h ~ f f ~ ; (i r i~ I ~ I I ~ " i 1 ~ b' I I ~ ~ ~?ASONRY ~I ~ ~ ~ d ff h ~ i~~~ ~ t C., - ' , ' ~ ~ ~ ~I ~p~l ~`~I ~a 11 1~ D~, ~ ~ + ~ ~ e I a i i ~ ~ ,I ~ ~I I ~ I ~I tso• DRArNAGE' EASEMENT ~ ~ A BaUNDARY sURVE~ a~ ~ ~,I ~I ~I ~ I II ~ .II ~ I I iro 59.9 i I GRATE_ rNCE ~ ~ ~ ~ / L"~," 34ff ~ ff > ~ r ~ ~ f"~ ' ~ ~ III ~ I I I~~ i ~~I TOP ~l~u .i3.~ ~ r ~ ~ f f ~ ~ ~ I: ~ 1 pr> oR eaoK au9 Pc 376 e " I 0i ~ I wl® I .oR Boox 46oi PG zJ3s ~ I I i I I ~ iI ~ I ~ 1NV ~~.i C9.9` g~ a ° ~ , ` o~ f ~ t . i 15 ml o ~I ° I I ° I I ~ U) h1~ E ~ ~ aA1~ !h~• ~1 rHA F" RaRTION aF' Lar l,® L Y1N~ /N THE SaUTHEAST l/4 aR' SL'CTfaN J, I ~ ~'qg l o! I ~ TaGYNSHIP 2w SaUT1I, 1 >T, PINE'LLAS ,GRaV~S SUD/ivlSla!' AS i ~ ® ~ I~ti ~ ~w ~ I I I ~ i oh e f f f a • RE`CORDE°t~ IN ~ f.AT. 9aa~' ~ ! . ~ I C) E' S OF;'rHE PUBLIC RECaRDS aF' , 1NELLAS~ ('f CaUNTY,FLaR1C . LESS ThIE'~ SaUTH ,~38 fE'E`1" THEREaF' ALSa LLB.;` ",'~°ryT a~', ~ ; I " ~`p ~ ~y IMA Y F"aR SUti ~ d Pa1NT RQAu rC li~< 57&, 'Iaa R1G~1 T af°~ tNA YI AS _ ~ ?DE'B ~J ~V f h`' _ ~ ~ h ~ ~ h~1 ~ I ~I ~ 9"~ anrrcEaRUS~ I----4I ~ , ~p~ ~ ff ~~d~v~ f / ~ ~ ~ ~ g _ IN 0.,4:, Ba k' t'1,~ ~ 4 - P ' ! r I l ~ I h ~a h 7 a , AGES_3 .x.34 of SAD PUBLIC RE'CaRPi ANp NG ~ ~ . Ss.~ s_~_ ~ a FUR. ,fER DESCRIBED 'A5 ~aLLa' " ~ ~ ~ Iq , I - 55.4 I J,~• II ~ ~~_t I ,1 ~ ~J ~ ! ~ f ~ ~ ~ ~ ~tl h I I ~ II ~ ~ i m~ eP_~ ~ f K ~ ~ 1 CD vc A7~ THE-~ASr 1r~ caR~E~ 1 sArD SE'CT/oN t, rr-, N~ ALONG r~I~ r~ ao,~s-~ ~u I ~ ~ I ~I ~I earrLE~RUS ~s"m aorrLEaRUS I r•m' ~ ` . f ~a >s~! r LINE a~' sAl~ ss'erlaN, s.aa ®~°a~~ ~a,5 ~~'E°r Ta ~ NaN- I I , d / ~ f • , ~w_, ' GL~,~rT CURVE coNcA vE NoR rrrERL: CIA v1~+~ A ~~DrUS o~ ° ~O ~EEr r I ~ BE,..G:rtlE' sauTt~ RrG~rWa~-~vAr crNE~ a~° s,=,o~ suNS~r ~arNr h(~^o fc,~. I I ~ , Q I I - iI ~ ,;4~,~~ `1~h1 J: Y f~L f ~ ~ /hh~ ~ ~ ~ 5 s, as .R1G~r-a~° ~AYt, rHENe ~ sTE1~L aLaNC. SAfD ctrRV N ~r ~ ;a ~ Q; I ~I II Q 4~ lRR1G d~~~~ ~ ~h~" h~)r ' f ;~f j ~ ls'1 ~ -R1GHT«Om~tMAY tfNL; r,~aa ~EEr rr„'oUGt~ A CENTRAL ANGLE a! k Ora ! ~~~Ir ~ I ~I'. I h, ~ WELD ~ ~ ,~,~~5" r- ,Q f W f \ ,/.J i ' ~ od Q (CB.,N89 x38'05" roa ~EET~ ro THE EJ°cr LINE o~ A/D Lar. 1 I ~ha I~~. q ~ AND 'THE PO/Nr d?F BEG/NN1NG; Ti11~"NCE' ALaNG SAID EAST LINE, I wh " r,~ -w 5.aO a5 O4 „ 2T~?86 FEET 7°D r°NR' NORTH LINE` OE THE`SaUTH 33'BDQ N Im~~ hc~~_ ~~ti a©~' ~a" n r:P.a . m ~ I ~I 011` a1 ~ ~P o'J pn. f h°~d' `a~~ 1~~ a r r; 1v / dNE; 89 a~"4p , ~f9.91 I I I > ~ ~ ~ r , . I~ET'`LIN` ~h b'Ar`+ , ALONG`A1D ',:T L1NE; 1, I ~ruv I .STORM BOX c; z~rs~ r•L"wr ra ~4;~ ~G~r-~~-@~VA~ cfrti r, ~N~~ , , ~ Q~ ~ ~ ~ roP ELEV = s~:sB ~a~ I I~ .z, 11 ~ x ~ / 'r / AL L dE, S. BD OT l6'" E:, e"1.l ? FEET 7 ~ A - C• +R VE CONGA ~ I f r rNV ELEV ~ 62.6B Na;~+,, °',?n°G A f?AD/US OF° 34,~3S.raO FE'E"1;' T' :NCE ~ASt~~7LY ALONG 1 ~®wo I a~ sex oN W.~D ~I aa, a rNV ELEV 62ss sA1D ~EEr rHRaUGH-A CEIUTRAL A"rG ..a~° 0 ~a"a4.,1~8.' ~ ~ a~ r s ~ ~ ~ f h I II --GRATE 1NLEr •°r f~2 e ~ ? ~ i i 9 99.44.. E'E T 0 P 1 i I " I ~ 0 >a° JR ~ ,P « s.8 ~ ~ E ! r THE aNr ar~ BE"G1NNING. a ~ fU 9 0 a r~2-' f~ ' ,3/9:9/ ` ~ fVANS asa z.7 I I 15° SAN SEWER TOP ECEV = 56,39 p ~ i h~~ ry ~ . 9 2.1 5.95 I EASEMENT fNV ECEV : 54.P9 `J p ~ f ,7b ~ f, /'h ~ ~~O ~ ~ 54.4 AND ~ I . P ~h~' 7,18 ` ~ ~ f ~ ~ ~ ~ ~ ~ ` ~ 54.4 5.9 I " ~ I' h~'' ~ c~V'' I TV f30~' a`~ . ; a~ ~ 53.0 ° /3 q s a ~1t/ ~ ~ 1 i i ..53.0 I iI 7^m oAK N ~ f f ~ t ~ r' A l~aRrlaN o r E Ito. s ~ ~ H , ~THwE r 1 ~ rH sauTHESr 1,~4 a~ sECr1aN s~ _ Ih~. l ~ ~ TawN5H1P ~s-saU7:,, A°~~ 15 + A ALSa THAT PaRr/aN a~ VACAr~n I i I a'~.44 h~' h~~ ~ y \ I a 56.5 ~ ~ hk f i ` PfrUELLAS GRaVE~ r°AS~, avr lRl~ ~ ~'AYI 1N rl~~ NaRTltEAr; r~4 a~ rNE I ~ ® P ~ ~u X4.53 I ~ ' 3"~,r 56.1 ~1P@~ ~l~.i1'~ d/t" f~f/ f~! 4 , ~ 4 1 ~ r~ Q T Q~ ~a X4.53 sauTHEAST Ir a, s~~,duN ~ ~ y1P ~ savrx RANGE 15 ~Ar L rrNG i 1 0 ADJACENT r~1EREr~; DE: ~ =rBED As ,`.:rl.caws; I I 2r~. 01' (~J q sarerraer tzeava+r ~ I h~, I ~ avaa I ry h~l ~0 10~~ oAk , %l /h`'~ f ~ ~ 1 ~ 1 V ~ Q *.,a. F'ROe~? THE ~ T t~°4; CaF"~t~"R aI; k;; ! r ~ i' t® a ~ " =i`1fP 29 SOUrhI, RANGE' f5 w N ,,wa ~ ~ h~ > } E,;, EA~~; ,~~,3~p~^~~'1NGTHL ~~r- Id ° ~~~c:~tanl,~~ a,~ ::~~cr1aN sP:ra~NSH~P ~z9 , 1 I 1 . ~ ~ sO.'; ;+~'~s 16 EAST' , dEiN TH~N~~`~ :~,vu; u5O . Iv. ALONG ~rr~~ sECriaN i ~ I ~ 1 ~ ONE-sra~Y ~ ~ ' I V• 16"0 OA ' 54.54` ~~'tf ~M / f f f r r I ? LINE ` r ~'r F'aR TIl~; ~a1NT r~F BE0/NNJN• r'HENCE Ar89 5%29" E: Ih~~l 1, `_NIASONRY ~ ~ ~~u I i A,rter'~~; ~'':~t/THERLY,RiGHT of IMAY 4F:SU.!°tT POINT'f?OAQ 17~I.fi f~E•T• ry I ~"j 1 ~ 1 ~ DaL L A R f~l! STORAGE ~ ~ 1 / F T,' 1"~ .f; ~;?~4`9" X828 FEE'T• THE'NCE"'5.Uu 6''3f" ALONG T~IE° ~ ~ p I d° ~ a a h ~ ` -7R Y , ; r' JT- d)f ~?q Y OF` BE"G CHBF . RaAD lafi 24 FE"E°T TNE`NCE" I r r . <o, h` .,o ~ f ~ f f ~ ~ ~ ~ r~, " I w I ~'F ELEV. 54. 2 e t ,932 ~rr1. SA10 R1Gt1T aF° 1~AY; 9.,~9 EEET, THENCE' a,_ I~. rArp . ~ 1 -4• z ,t A " ~ , I~~~ j 5' V~' h~~ , f 5.63 f~~`'> ~ . , CC ~ E C~ , t .1E AL aNf I-:. (~ES'TE'RL Y `~1GHT QE ~Y~ , 5 ' , ~ rN J2/.91 1 1 tiz° rR ! ~E! A r-'al.+t ~r,' CURVE• THE~tCE ALONG {`l%; , E' e'G I~PE' L~fT MaSE" ~I 1 RLS L•aa3z I f h ~f , q r ~ i ~ ~4 f~11y ~ . 56.es f / ~ 1 w ~ ! Cfial;l~ t,~AR,~ ~~4'42".i~, 186~~' f EE'1; ART, ~r"P~ f~ d~J' f AND A ~ ~ BUILDING OV~t~HANG 0.31. l1 flip/r , , ~ tc,~•) I I ~ ~5 .17 Y Lid 1 f f f f ~6~ ~ , x /7AZ71US.z,' ~,~`a•Uu ,B`E'ET :T1rENCE Lf`:QVING-SA/D~Y~SrL.,,~ ' P;a`l•,'fl QF° Yy'AY ~ C.~_.~_.~-.~Ww..__-_~.~_-_~~~...~~_r~.~.,`~.~.~.~,~~:.~~~_.~.~~,.~.~_....::.~_ ~ ~ ~ f ~ ~ ~l89 54'5#"' I'J,, a3.~1 `F°E°E~i; ;THE"nr+^f .~1 as:05`04" 'E:, PA RAI_LLt TO AND ~ .55,53 x.471` IS:ap FEET vESr a~ THE sECT1aN LINE; :~1~53 ~-EEr TO` THE s0Ur1~1ERL ~ i ~ ~ 15,53 4"7t ~ { ( j ~ ~ hk' f 0~`~ 1c~: f ~1 ~ ~ I ~ ~i ~ _ ~ ~ , , RIGTI T F WAY r 1NE° D~ SUNSE'T !'a1NT ROAD,' ThIE'NCE' ' 09 all ~ 1 ~ ~ 1qq ~ qd h • I ~ I p ~ 53. ~ ~h~' - o ~ ~a ~ t ` ~ i 't 1. 1 s~ W f ~ 'yJ ~Q ~ ~ ALONG sAla rar~rti~RLY ~laFlrr a~ ~'~Y cr~~, r~aa ~E~~r ra r1a~ POrNr or' " h B."1NIV1N~ ~ f ~ ' f ~ r ' ~ Ix I W G `.~~3 ~f ~ I ~ ~ f' t , ~ CURVE fA~LL: L~.rl`li~rfhulN! ^•1+. .,OUARE~R'EET ~?P 1.242 ~~c~~a~ r~aRE~aR r ~ ; ~ ~ E~ >E'MEN7 Dd : f. , , , ~ x$9.69 q'" rl-/E ~NaRr'. C';~ T~F E't~l:Lt,','! rE; L~ t J,d.~~D TRACT CkF LAND:... ° ~ C; ~ i ~r~r?{>~; , ~ t~'~'T t/4 CO~~~~c~Ji' ;;i ~ !lr ~~f ~7, r,~~~~~~Js~/~ SaUr~,~ ~ANG~ is ~ , ~ I ~ h ~ . ~ a ~ ~ ~;a° Ei d, ~ E'ASI~ i,~ f. J~iF"NCE" Saa a,~0 YEA, F~f_r?£~4~ ~~I~ SECTIaN"" ~ ~ =~~9.~~q ~ ~ n`•'q ~ ~u ~1N~, ~~6r,~4 h ~ y h~~C ~ry `b' F`E~T F ' ; ~1`- PD1t~r aF' 9E"Grr~NtNG, ,f 1~ Jn°6:: ~;~IUrINUE° S 00 D5'a~" h! , , ALa~c ~Hf s~crlaN L1NL, 14x, r5 ~rr£~: ! f~ ~I1E E~TE'RL Y ~1G~1T 0~ YYA ~ `CH - S ~9 ,2~3 50 o 1NV ELE a 516 / h _ ~ ~ ~ , , , ~ o ~~f ~ ~ f h ~ f I•~EREDY CER71fY. r , . Lrn~E al~ s`c~lt'R ROAD; ~~1~'NCE At r~1 ~ cuRVE Ta rHE°' RrG~rr, ~Has~ LEGEND; cHORD;B~:~R;> Nar I58~ r ARC a~ I5~2,~ ~EEr AND ~ RADIUS nr ,rd°~a EE~t..?.r ~~Pf1`,>1ERLY RIGHT 0~'lMe~r' ~`_fNE; ~fc > SAIf.' h~'~f! ~ ~ ~ f THA 7" ENE SKETCH OF THE" AFFIX'E'D SUN BEY HEREON . ~ ~ E : C ~ ~ i a ~ it::~ ~q r,,~:~r , t , THENCE ~ 1 P`E''~ - U - ! T~fSr POINT _ aF' BEGINNf+Jt~. „ ~ ~-!F PCY~' ~ - TSB -TRAFFIC S/GNAL BOX. 11 Q ` REPRESENTS AN ACTUAL ~/ELD SURVEY ~9AL7E"'tJ,NDER t C C:i.,, . , ~I fl ~ ~ ~ _ r~Y DIRECTION A/ttD CS ACCURATE TO THE' ,~ESTOF ~ ~ + ~ F;: i:;I' k r ~ 14'w' ~ - UnUTY P(~' T6X = TELf BDX ~ ~ ~''~QV/DEL1, a r~~1fEVER,~ lt!~ . r.`r' 1 t.~ri` aNEDTAN-CRaSS~OVER OUr 1N THE ~ = 7t~' fi' - ~ ~ ~ ~ ~ ~ !l h~~ ~ti~~ ~ ~Y KNO~YLEDGF ~~ND_ DELIEf~ ANp E'URTh'ER CEf~77f Y - i ~ , ~ ~ 29 ~ ~ Eax - ELEC. Bax U~~1c~RIGHT a~-1~A~ Nay r~, ~+a~aN ~ELCxER RaAD 1s~cHANGED~RO~ ITS - ~ r~s ~ ` ' ' --4YA R A' SAN C.O. = SAN1TARr CLEAN OUT ~ , .-'RESENT ~nslTtaN 1N sucH r~,aN~E~ ~s r'o NE~cE`ssrTA r~ UriLI~A TraN Ql° C = ?8.64 (R,~ - 1 ~ (M} ~ r~ V L ~ - ~rRE xrD~ANT vL r, ~ CAUL r ~f ff !I I ~ ~ , a THAT THIS SU6~VEY_MEE°TS ~ THE ~9~f~lMU~9 TE`Ch'lVr~AL a ~ .m. w.a.. Q f ~ h STANDARDS SE]°, ~"ORTH, DY~ THE FLOE'lDA> RDARD OF t ~.,A~~ ~ ~ t 1' ~ ;DD1r1aNAr rrlaNS a~ r~ ~acLVrNG ascRla~ rR~cr ~oR rNGR~s P „ p~ - _ AND ~G', r r ;~^iC r1~E EAS~M~Nr ra F'LAGSHif' `BANK OE" f~INELLASa NA. G~' = ,S' ~34 D4 4~ tA/ (fit S 32 9~Q 26 W r~ . = dtaATER METER T~'f? ~ TT?AFr7C 5/CNAL ~aLE / f ~ f PROFESSIONAL LAUD SUR~~YQRS' IN CHAPTER 61~F7 ~ ~ I 4NaaoR trs ~~:~NrEEe'~p sccESSr j„`, t,'E1RS, ' EE°CUTaRS; AND TMH - ]ELE ~ANHaLE (P,l =PLAT ' DIMEN5/DN i NOTE'Se ---~c.~-- - GA5 IfNE IDR!1/NISTR~r r~LIRS S ~f.! IMITNa'~ URTNE"R ACT~a~ GLENN E'~~ D _ DEEDDIM NSI N fNfSE'NB1ND8"R: AND~°Ol . t,RANJ, ,e., ,.,UCC,E"SSaRS tIE'lRS' E•~RCUTaRS AND -.'`°--p- = V~ATSR LdN~ l~ ! f ~ f FLORIDA ADMINISTRATIVE CO'DE' PURSUANT TO SECTION ~ y; t l' ~ ~r'2.02? ~ 1 O1RlDA STATUTES ~ . PAR ~ r ~ aR~~~ : i f ! + D , r, 1, TEI1S' SURVf Y^ MrAS PRE•~ARE'D I~/TH 'THE' 6~NE°E°/T aF OLD REPUBLIC =FIELD MEASUREhPENT r--~--. ~ Q~ERHEAD ELEC. LINE , ` ~ ~~Dtt9iNl~'?"RATOR~; "4i='~~., ~UTa1t9AT1 ~dLLY`E`,~~ANDED F'a.~1NCLIJD~SUCM f { f ~j ff ~ f ~f ~ ~ i. NATiaN.~c Trrc'E, INSURANOE caMPANY caM~lrr~rE~Nr Na. cArr~z~,~, R = ~~c®RD ASBUIi r eLeVArroN ---r--- - aVeRrleAD ~ec~: Lft~L~ "ORT1aNS aF" ° r r;~s l,!?CNPNG ~DESCRIBEC~:SEAL : PNaPE'RTY AS MAY BE P ' ~ ~ QA TElJ JULY ;22, 1994.. fGM ~ f DUND CDNGRElT' MDNUt~E~Nr ~ UNDERGROUND. 7ELE. LINE / ~ L~~/ Fi~.~C_? i,,,,1..~.~ ft°E"ASaN~BL 9':N~ ~ + ~.,.Fs,R: Ta ~RaillfE~E" A F"1~°TY lSa? F'aaT NIGMT a~ NrAY faR 1NGRE'•c`. . r" S„:. ~ FIR- ~°OUND IRON. ROD (511E) --°-~lu~J ~ UNDERGROUNDS ELEG' CINE / f/ f / Na UNDE'R°GRaUND UrILITIE'S IMERE' LaG'ATED E°~'CE'f'T AS SNOtNN. SPKdd? = 5E1' PK NA/L DISK' i; r i~ ~ ff i ~ ~ ~~~°f JAMES A, PADAGS C~11~: F,_~ ~RO~ 1:, ~ ~ rE: =INVERT `EZEVArr®N ---oHL---~ r aVS~MEAD LfNE er4 CORNER O~ sECT1aN 6, rO~~vsH1~ 2s saUrlr, RANGE r6 , EAST, `;RUN.Tl ,r"L" S;aa a5'a4" 6~: -AL.aNG'rH `S'E T10N L/NE 3 7 BASIS OF'BEARING AS Sffa6MN HEREON'ARE BASED ON THE FAST ELEV. - ELEVATION f f PROFESSCONAL LAND SURVEYOR NG! t?6S E C .,34 E"EE~T BQU~VDARY OF THE NE, l/4 OE 'S CT1aN B Ta S AN . FaR -rI~E F'O/NT uF BEGINNING; TI~ENC.E° ~'t~PTfNUE':S;aa 05'04" WY ALaNG E WNSHPP 29 RANGE t5 E 5 SANITARY oaf / ~ f f F'pR -9~ft~~~a'Ci~ THE SECTION L/NE, /4x,75 FEET Ta ,f;', !',`:'STERLY RIGHT OE ~'AY L/NE"aF ~1KICN DEARS Naa a5'O4".E' lASSLIMED/. MH. ~ MAAINDLE' ~ t f f CY~'RESS LAND CONSULTANTS, dCdC. . ` BELCffER' RaAf~^ TI~ENCE `P1.aNG A `~'URVz'` Ta Tf~E RI(irl7' ~HaSE" Ch'ORO BEADS TELE,. ~ TELEPHONE ~ r~ 4. ELEVATIONS A1S SHAWN HE'RE'ON, ARE BASED UPaN P/NELLAS COUNTY ` IV.37 4612" F ,59.94; E'F,~ r ARC aF '(~r.,2 FE'Er .4ND RAL7lUS Of f f ~ ~ J0~ NUM!'1:~,, 77/.2O'1 E T~ ONG ~,Ah`+ lYt-`.~TERLY RIGHT OF `A1' L1NE• THENCE BENCHMARK 1267 1~1T~9 A.`RUBL1Sh1ED Ef.EVATION OF' 56.89. 0 4C ~ ~ THIS SlCETCNNOT VALfD UNLESS EMDOSSED Y~lTH ~ ~ _ N B,~ s=, ` ~ ar,~ ~5 ~ L ~ r ~ ra rHE~ ~o1tiT~ O~ DEGINNING• 5. THE-SUBJECT PROPERTY APr~EARS TO LIE WITHIN fLOaD ZONES C AND X 1~EC'ISTERED' St/RVE~OR'S SEAL. `~M~:' BASED UPaN THE ELOaD INSURANCE RATE ~9AP £1251.39' 0126 C LAST REVIDED JUNE I,'1ss~ AND E12so~ ot~lt~ ~ t~sr ~~'~+rsP'r~ r}rusr 1~. r<s9r R~sp~crt~~°r v _ _ _ f o L ju t~ ~ , , a~s~r ~,v , q. SEC /rt ~,f SL _ 8 P is s y , 1 \P ~ ~ a , AS# r, _ E- ~ ' O 9 DETA/L N. TI S W, Z . 9 9 eoFFsET FROM p BOUNDARY LINE lp TO SET tL W lz~ p MONUMENTS J At (gyp '0 `25 50 100 O, oho °o y NW CORNER OF THE SW I/4 SEC. 6-29-16 SCALE: 1" = 50, NE CORNER OF THE SE!I/4 SEC. 1-29-15 POINT OF COMMENCEMENT L suNSEr Po~Nr ROAD I LEGAL DESCR/PTlON.• . - - - - - - - - - - - - - - RIGHT-OF-WA Y PREVIOUSL YDEEDED A PORT/ON OF THE NORTHWEST l/4 DF THE SOUTHWEST I/4 OF SECTION 6; TOWNSHIP 29' SOUTH, RANGE /6 EAST, AND A POR T/ON OF CO T LYING 1N " - o ' P O I N T A F B E G I N N I N G T o S 00 05 04 - W HE SOUTHE ST I/4 OF SECTION l,; TOWNSHIP 29 SOUTH, RANGE /5 EAST, h 48.56 P/NELLAS GROVES SUBDlV/SlON, AS RECORDED IN PLA F BOOK'3, PAGE !5 OF THE PUBLIC RECORDS OF P/NELLAS COUNTY, FCOR/DA, LESS THE SOUTH 338 ' FEET THEREOF AND ALSO THAT PORTION OF VACATED PINELLAS GROVES. - C-3 EASEMENT R/GHT F WAY /N THE R C-l ( O ) NO THFAST l/4 OF THE SOUTHEAST I/4 ' o , „ o ~ C-5 - ~ r S 45° 8'31" E OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, Z YING ADJACENT S 89 03 09.E ~ C 4 I ~ 15' i Q CURVE TABLE- 28.28 THERETO ALL BEING FURTHER DESCRIBED AS FOLLOWS: - 2/f5 i , COMMENCE AT THE NORTHWEST CORNER OF THE NORTHWEST 14 OF THE ~ „ , , C 1 R 3 1 R = 34, 239.60' C-4 R = 34, 239.60' ;SOUTHWEST.!/4 Of SAND SECTION 6, THE SAME BEING THE NORTHEAST: i IO'DRAINAGE EASEMENT ~ ' ~ ~ ~ ~ A 007733" 'L 0018'01" CORNER OF THE NORTHEAST I/4 OF THE SOUTHEAST I/4 OF SA/D SECTION i pj ~ i i A 1, l; THENCE RUN S, 00 05 04" W, .ALONG THE SECTION L/NE 48.56 FEET FOR i OR BOOK 4119 PG 375 B N N ~ ~ A = 174.78' A = 179.52' A POINT OF BEGINNING; :THENCE ALONG TNESOUTHERL Y RIGHT-OF-WAY LINE i OR BOOK 4507 PG 2136 ~ ~ i , N C = C = 174.78' " C = 179.52' OF SUNSET PO/NT ROAD /74.78 FEET ALONG THE ARC OF A CURVE TD THE ' Z Z ~ OO ~ ~ o _ CB = S LEFT, SAID CURVE HAVING A RADIUS OF 39,239.60 FEET AND. A CHORD OF 4i h Ih CB S 89°43'30" E ' CB N 8925'44" W 174.78 FEET WHICH BEARS S.89 93 30 E. THENCE S. 45 08 3! E. i i i 28.28 FEET, THENCE S. 00 08 3/ f., ALONG THE WESTERL Y RIGHT OF WAY ~ i ~ W , , W , c-a ~ R = s, -2 R = 635.00 C-5 R'= 34, 239.60' OF BFL CHER ROAD, 106, 24 FEET; THENCE S 34 49;32 W., ALONG SAND ~ , ~ y I ~ , , RIGHT OF WAY 89.58 FEET, THENCE CONTINUE ALONG SAID WESTERLY RIGHT ~ ~ ~ i ~ I i i Q = O A= 0140'26., p _ 00"31'33" OF WAY 532'54'45" W., 12!.91 FEET; THENCE A DISTANCE OF 18.55 FEET ~ i ` i i m A = 18.55' A = 134.98' ALONG THE ARC OF A CURVE TO THE LEFT, SAND CURVE HAVING A RAD/US OF ~ ~ N N i i 4 A = 635.00-FEET AND A CHORD OF /8.55 WHICH BEARS 53Z'S3'37" W.; THENCE. ~ ~ IO i i i 0 C = )t C = 18.55' C = 134.98' LEAVING SA/D WESTERL Y RIGHT OF WAY N.89'S4'56" W., 83.14 FEET;' Q h , ~ ~ THENCE N.00'05'04" E. PARALLEL TO AND /5.00.FEET WEST OF THE E S ~ ~ ~ i i y CB = S A T ,,J ~ , W ~ i BOUNDARY LINE OF THE NORTHEAST l/4 OF THE SOUTHEAST I/4 OF SAID - ~ ~ ~ ~ i i CB = S 32 °53'37" W C6 S 89 °0956 E SECTION 1, A DISTANCE OF 45.80 FEET•• THENCE N.89'08'40" W. 3/9.91 , 4 i ~ I i ` ~ FEET,• THENCE N.0 03 36 . N!;.271.89 FEET. TO THE SOUTH£RL Y RIGHT-OF-_ ~lJ ~ . , I , _ ~ _ I , ~ i , ~ C-3 R - 3~ WAY OFSAID SUNSET POINTROAD; THENCE~ALONG THE SOUTHERL~YR/GHT-OF- ~ 0 i 4 I ~ I ~ ~ ~ _ -3 R = 34, 239.60' WA Y L INE OF ,SUNSET POINT ROAD 5 89 03 09" f., 21.15 FEET; THENCE ~ ° ~ ° ~ y ~ ~~ti \ . Ol = 00:3135 CONTINUE ALONG SAID SOUTHERL Y R/GHT-OF-WA Y LINE A D/STANCE OF ~ ~ 4 i ~ l i m i ~ ~ A = 3i 3/4.49 FFET,ALONG THE_ARC OF A CURVE TO THE LEFT TO THE POINT OF ~ ~ i ~ ~ ~ ~ o~ 0 A = 314.49' q4 ~ ~ ~ !xh C=37 BEGINNING, SAID CURVE HAVING A RADIUS OF 34,239.60 FEET AND A CHORD ~ ~ , Y , M C = 314.49' OF 3/4.49 FEET WH1CH BEARS S 89'/8'57" E.; CONTAINING 3,296 ACRES ~ ~ 0 CB - S ,o, 5 C6 = S 8978'57" E MORE OR L ESS....:. i i m W i~ i ~ _ I, , o I o ~ i~ r wl _ ~ r•~-10' WATER EASEMENT Q i W i \ O i NOTE.• , OR BOOK 6654 PG 382 SEE DETAIL ~I~ ' i ~ I 0 i h ~ \ti V , ZI ~ e , CJ THERE MAYBE ADD/TlOlt i 04 i W i J Y BE ADDI T10NAL RES TRIC TIONS 4 i ~ i ~Q !0 THAT ARE NOT RfCORDE ~ ~ W i , ~ ~ THA T MA Y BE FOUND. !N NO T RECORDED ON THIS PL A T 'BE FOUND IN THE PUBLIC ~ ~3:, i W i i RECORDS OF THIS COON' DEDICATION i i W i ~ Q' P OF THIS COUNTY. 156.13 ~ y ' h L Q !93.96 i i b J1 THE UNDERSIGNED HEREBY CERTIFIES THAT lT /S THE OWNER OF THE ABOVE - ° , „ , W I ~ , o~ Q Q' - !N DESCRIBED TRACT OF LAND HEREBY PLATTED AS WALSET SUBDIVISION, THAT N 89 08 40 W 3/9.9/ , Q , ~ ~ D/CA TES PfRMANE, TES PERMANENT REFERENCE MONUMENTS i : i M~ / / 7T GRANTS TO THEC/TYOFCLFARWATER, APOLITICAL SUBD/VlS/DNOF THE LOT I PINELLAS GROVES PLAT BOOK 3, PAGE 15 o I ~ ~ ~ ~ STATE OF FLORIDA,. THE RIGHT TO USE ALL UTILITY AND DRAINAGE O ~ i e i ~ O O ~ G EASEMENTS AS SHAWN. THEC/TY OF CLfARWATER WILL ASSUME AS TO MORTGAGEE.• h. ( + • i ~ ~ RESPONSIBILITY FOR MAINTENANCE OF FLOW ONL Y7N DRAlNAGEFASEMENTS. 4 ~ I ~ i i - (7 ~ CERT/F!CATION OF APPROVAL i ANY MAINTENANCE, REPAIR, OR REPLACEMENT RESPONSIBILITY RELATING TO THE UNDERSIGNED HEREBY CERTIFIES THAT lT !S THE HOLDER OF A 0 i i ti ~ ~ )F APPROVAL OF COUNTY CLERK / T _ 4 ~ Q' P PES, S RUCTURES, AESTHETIC AND VEGETATION CONSIDERATIONS, !NAND MORTGAGE, LIEN OR OTHER ENCUMBRANCE UPON A PORTION OF THE. ABOVE i i ~ UPON DRAINAGE EASEMENTS ARE A PRIVATE FUNCTION NEITHER ASS/GNED NOR DESCRIBED PROPERTY, AND THE UNDERSIGNED HEREBY JOINS /N AND Z , ~ ACCEPTED BY THE CITY OF CLEARWA TER. CONSENTS TO THE DED/CA T/ON OF THE LANDS DFSCR/BED ABOVE BY THE i I STA TE OF FLOR/DA J SS 'DA ) SS -LLAS ' ' OWNER THEREOF, AND AGREES THAT !TS MORTGAGE LIEN OR OTHER N 89°54'56" W ~ i ~ COUNTY OF P1NfLLAS J U1t{PLAiTED ENCUMBRANCE, WN/CH /S RECORDED IN OFFICIAL RECORDS BOOK 8920, AT 83.14 ~ ~ ~ 50.00 I, KARLEEN F. DEBLAKER, CLEF PAGE 2107, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FCOR/DA, DATED i I5' , INGRESS-EGRES5 R/W COUNTY, FLORIDA HEREBY CEk FBLAKER, CLERK OF THE CIRCUIT COURT OF PINELLAS IA HEREB Y CER T/FY THA T THIS PL A T HAS BEEN EXAMINED AND THERETO. THIS DAY OF 1 /995. FEBRUARY 17 1995 SHALL BE SUBORDINATE TO THE AB V D C I"-'°r"~"'~` o.R. Boor 5295, Pc /564 0 E ED/ AT/ON. i i THAT IT COMPLIES !N FORM WI' E- - ES IN FORM WITH ALL THE REOUIREMENTS OF THE STATUTES - i i OF FLORIDA PERTAINING TO M~ OWNER, R.K.M. DEVELOPMENT CORP. BARNFTT BANK OF PASCO COUNTY, l5' ~ i STAINING TO MAPS AND PLA TS, AND THA T THIS PLA T HAS A NA TONAL BANKING ASSOC/A T/ON ~ i ~ i .BEEN FILED FOR RECORD IN PL 'RECORD IN PLA T BOOK PAGE OF THE , - ~ ~ PUBLIC RECORDS OF P/NELLAS BY.• S OF PINEL L AS COUNT Y, FL ORIDA, THIS nA Y OF RICHARD K. MALOOF, PRES/D NT WITNESS BY.^ 1995. WITNESS -1995. NAME.• L KARL EEN F. DEBL AKER, CLERK PINELLAS COUNTY, F96RIDA _ T PRINTED N ME ~I~i; O PRINTED NAME TlTLE.• B Y.• - WITNESS DEPUTY CLERK W/ SS CERTIFICATE OF APPROVAL OF CITY COMM/SS/ON - STATE OF FLORIDA.) SS PRINTED NAME ~ ~ COUNTY OF PINELLAS) SS .PRINTED NAME ~ IT:IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFF/C/ALLY €.1 r7 NOTARY ACKNOWLEDGEMENT AS TO MORTGAGEE `APPROVED FOR 'RECORD AND ALL OFFERS OF'DED/CAT/DN ACCEPTED BY SURVEYORS CERTIFICATE: NOTARY ACKNOWLEDGEMENT AS TO OWNER THE CITY COMMISSION OF THE CITY OF CLEARWATER FLORIDA THIS THE 'TIFICATE: G" AT ' ' I HEREBY CERTIFY THAT THIS f STATE OF FL ORlDA) SS COUNTY'OF PlNELLAS J , STATE Df FLORI ) SS SUPERVISION AND THAT. THIS P 'Y THAT THIS PLAT WAS MADE UNDER MY DIRECT D THAT THIS PLAT IS CORRECT REPRESENTATION OF THE COUNTY OF ) DAY OF 1995. LANDS PLATTED AND THATIT i AND THAT IT COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177, PAR I, FLORIDA /HEREBY CERTIFY THAT ON THIS DAY BEFORE E A NO ~ _ . T' . M , TARY PUBLIC 7 HEREBY CERTIFY THAT ON IS MONUMENTS PRM'S AND PERM %RT VLORIDA STATUTES AND THAT PERMANENT REFERENCE M'S) AND PERMANENT CONTROL POINTS (PCP'S) HAVE BEEN DULY AUTHORIZED !N THE STATE AND COUNTY NAMED ABOVE. TO TAKE TH DAY, BEFORE ME, A NOTARY PUBLIC f ? DULY AUTHORIZED IN THE STATE AND COUNTY N ED`ABOV 'T TAKE SET THIS 25TH DAY~tOF: JULY If ACKNOWLEDGEMENTS, PERSONALLY APPEARED RICHARD K. MALOOF, TD ME MATERf L )AY,tOF': JULY 1994. 1 FURTHER CERTIFY THAT THE `KNOWN TO BETHf PERSON DESCRIBED AS PRESIDENT OF R.KM..DEVELOPMENT ' A AND COMPOSITION 0 ACKNOWLEDGEMENTS, PERSONALL Y APPEARED ~ AI ME :OMPOSITION OF THIS PLAT MEETS THE REQUIREMENTS OF CORP. AND {YHO EXECUTED THE FOREGOING INSTRUMENT, AND HE CHAPTER 177.091 FLORIDA 5TA' KNOWN TO BE THE PERSON DESCRIBED AS 0 ACKNOWLEDGED BEFORE ME THAT HE EXECUTED /T /N THE NAME A NA1UI?hyp~ CITY MANAGER 1 FLORIDA STATUTES. BEHALF OF THE AFORESAID CORPORATION AS THE PRESIDENT A ` ~'{~-"psi, AND WHO EXECUTED .THE FOREGO/NG7NSTRUMENT, AND HE WAS DUL Y AUTHORIZED TO DO SO, ON BEHALF'OF THE'AFORESA d'r~,1SSIby rr~4s'; ACKNOWLEDGED BEFORE ME THA T HE EXECUTED IT 1N T E NAME AND ON CORPORATION. ~ te~'$a;r9~ : ~ BfHALFOF THE AFORESAlD.CORPORAT/ONAS THE ND THAT ; ~a HE WAS DUL Y AUTHORIZED TO DO SD ON BEHALF OF THE AFORESAID. M ~ ~ ' ; k WITNESS MY HAND ND O / w r+® ~ CORPO AT/ON. ` r, , , ~ J A. PADS A FFClAL SEAL IN THE COUNTY AN~~`~AT ~ 4c ~ , s~~ti J A. PADAGS F RIDA PROFESSIONAL SURVEYOR MAPPER NO. 2068 g C 368992 %9''~r1®Onaeafi''~,;: o~ ryY,ITNESS MY'HAND AND OFFICIAL SEAL /N THE COUNTY AND STATE ~•r'~ ' ' CYPRESS LAND CYPRESS LAND CONSULTANTS, INC. NAMED ABOVE7H/S _~lAY OF ~NL pk r,r®rrrrr ~ v 199. _ , , , . e ~ ~ ~ NAMED ABOVE THIS ~ DAY OF 5 ' : . R~@ld~TT 14NK of • ~ , j ~ , L. s ~ ~ . D .`''•-r~z Mfr A,a . L~~~ , (PRINTED NAMEL NOTARY PUBLIC (PRINTED NAME) N ARY PUBLIC 1 f'~ SHEE 1 71 wow ; i',: e~.wss~, A,. JANE R. fdYCOG611MSON iCC e 4 ', t114Pf} • 'r Certified as a zr ie a11d c,oi;Q pct copy, ,,On August ;3; f995, the ,?,e?velopmergcview Commi?ge'apPrC)ved-.a f'li lIpreftinary plat for Walgre Iche'Su. t Fcant (WALSET Witness my hand and`th 'seTtl of the City of Clearwater, Florida on this day of Augus 1995 ; Deputy Cit Clerk There are no conditions. _ , ~ ; O ' n ` ZONED o ~ m p, - RPD _ r + ~ • ps ~ a ~ a z _ r a 169+oD 7~a+OO ~ ~ ~ ~.M.._ ~ 171+00 ~ ~ 172+DOa i " 3+00 _ 17 174 z z ~ ~ ~ .174+00 ~ ~ 175+00 176+00 177 00 w ~ I f --e ~ a >U w w ®w ° cv I ~ ~ 60.09 .:r ~ ~ ~ ~ ~ 59.49. ._a 59,19 a h 58,59 8, 9 ~ ~ ~ J ° P 59.79 Q w ~ w w ~ 58.89. ,z z ~ ~ ~ w a ~ i-- 50" 88' ~ z a ~ W _ a....._, _ CONSTRUCT D OP CURB t o zzn: °Q~ p oJw. tn~~z C~ CONSTRUCT D OP CURD ~ o ~ ~ ~ o ~ cn ~ .`-mil _ _ _ _ (FDOT INDEX 0~ " _ m_._ _ ~ozp~W'~¢ w' q~ Q a _ ~w~cn~~~ aw ~ a a : ~ a .a-,-- ~ •-m HC RAMP _ ~ av {FOOT INDEX 304) ~ ~ ~ _ _ a.._ ~ ~ w ~ ~ ` _ v ~ o. J w ~ ~ w ~ I ) - HC RAM HC RAMP -f ' \ ~ ~ ~ Q Q a w Q ~ ~ ~ ° a • . ,i II 1, °t+ ' n,,~, .fit it'., '"G,..u,.•t.~a~: d"" , t. ~ , A ~ , m_x u.y.ww«wv w n ww w....w., xi.n:. .w tl Y Y " ° 0!° e a 0 " 1 tl P" •O• 0 • " " " P°0 • °ei ° 000 ~ 0 •1 d® •eW ~A g9 _ m• ••i.•. d., ~~W' ~ P ~y ~ A ~ . T. '.1"..~ '^h ~ 6UI /r' "4 T 4: Ul 9^ ~ Q L~ w ldJ W a - - - - ~.7~ P' - c, ,yea ~ ~ S ~ ~ _ NS,PYlO.d aiCN ~ - , , _ _ r? AL EE„ _ r~~ r~ I FUTURE 12 .DRIVEWAY ~ , k r UNION STREET ~ I 4'jo i in , r~i~ y~ ~ r~~/ ~ 11 \ \ \ r~•. ~ u~a r~`i ra ev e. cv r ~ ~ , 501 I 4:; $ 7 9 I ° } P \ 1 1 o o 72' 58' 6 ( - FUTURE COMMERCIAL OUTPARCEL a 74 99 6 ~ 1, \ ~ ;t ~x ~w>-cn•-oz~ ~i ~ 8.33 ~ I TO DE DEVELOPED UNDER THE a = ~ INTERIOR ~ 1 ci SUNSET POINT ROAD 578 ~Q ( SCREENED ~ TYPE 'D' CURB (TYP ~ GENERAL COMMERCIAL DISTRICT. (CG) TRASH , B (TYP LANDSCAPING (TYP) ~ 1 , /j ~ I ZONING REGULATIONS ENCLOSURE '35' S HG RAMP a ~ ~ .1V~/ •QVl 7ayllt~s°ae l.~ 6, ~ I 0.97 ACRES F I ~ I SITE ~ _ _ _ _ ~ I I ~ ' ~o LIGHT (TYP) naHl h a . e~ 1 a ~ I ~ c~ wa,~~ •~G ,v~ . ~ F I `fir ` , ~ , ° ~ LOADING Z E f ~ 0 ~ Lr ~ 1. a ® d 1 ~ .G°~:~,.~ ' DRIVE ~ ® I / "°J ~ G ~ w--~- ~ x,11 f j/ fi o z ° m , w ~ 112' SW 'x ~ I I e,, X10 , ~ I I I 156.11' 39.67 < 135 , ; CIEARWATER R®~ , 1 ~ 4° 3 ° 24` 3 ' 24° .._~,~.~9`,~+ ® j:$ / /j ~ ti u~ ; AIRPARK ~ ~ I ~ I= ~ ; r: ~ E; c~~ I I ( PAINTED ISLAND P x . ~ GO I i> 12° WIDE WHITE STRIPES ~ ~ ~ ° r ~ / /j ~ Igo" i I i ; ) 1' ......ZONED I 5 FT, ON CENTER I , a° ' ` HC RAMP 14 14 ~9 7 o° l,~l ~ a o ~ o • i i RM-12 I I" ON A 45" ANGLE , DREW STREET I I 10. I R15 I I ~ ~ , 'i ` I f I I 6 . ~ I I I• I i ' Ie ZONED He SIGN , ; . / ' N 11 z ~ i I I I _ I C 2 ' ~ 2.27 ACRES } i I I I I TYPE 'D' CURB (TYP} a ~ 3p m /f c, ~ I I I> I; CONDITIONS OF APPROVAL I I i I ' 7 f., IB 4~ r I I ~ HC RAMP n~ @.,_'///! f//~1 ~ ~ ~ ~ 4 F ~ 1} PERMITTED USES SHALL BE AS L1STED BELOW: I I ~I ~ navel naNi I I~ I A I ~ ~niaa ~nlaa r f. /f a~~~. 1. INDOOR RETAIL SALES; , ~ I . I, ZONED wi, I .I~ t 2. RESTAURANTS WITH NO OUTDOOR SEATING, OUTDOOR ENTERTAINMENT, OR OUTDOOR SPEAKE S, I C°°2 ;,I,,.:.. I I 6,67 ~ E 3. MEDICAL CLINICS/LABORATORIES; I I I BUSINESS PROFESSIONAL OFF I GES • I . I I ' ' 4. / ~ I° , ,a~,, p ~ u 5, BUSINESS SERVICES• I I 241 STOP BAR CANOPY t N I" I 6. PERSONAL SERVICES; 1 I ~ I ~ ~ R1-1 STOP i I I ~ SI TYP f! o v~ ~ o i 7. INDOOR COMMERCIAL RECREATION/ENTERTAINMENT; v I ~ , I NO PARKING j 8. NONPROFIT SOCIAL OR COMMONITY SERVICES; I I ie I FUTURE SIGN / ~ I// o l ~ ~ 9. ART GALLERIES/STUDIOS; L-- DRIVEWAY e ° • ~ I _I ~ ZONED ° ?fr` a l/J ~ ~ ~ i ' 10• VETERINARY OFFICES I r I IA AL OHOLIC S S ND I TA ISHMENT PACKAGE SALE A ALES ES BL 11, ONE C ~ ~ ! I 12, ALCOHOLIC BEVERAGE SALES, CONSUMPTION ON PREMISE FOR RESTAURANT ONLY. I 1 le f ,w - a~~ Rey j ~fi/p x ~ ~ 2) ALL PERIMETER LANDSCAPING SHALL BE PROVIDED ON BOTH PARCELS PRIOR TO THE ISSUANCE OF A ! I ° .CERTIFICATE OF OCCUPANCY FOR ANY PARCEL• ~ I I I I• I c f /i ZONED Q ' ~ I I Im ~ TYPE 'D' CUR TYP 'P LIMP TER LOCATIONS FOR THE OUTPARCEL SHALL BE LIMITED TO THE EASTERN 1 3 OF THE I ! N ~ ( } 3)D S / I r. OUTPARCEL SITE I I I a ° f / _m~V A 4} LOADING OPERATIONS SHALL. BE PROHIBITED BETWEEN. THE HOURS OF 11 PM AND 6 AM; AND I" ' I I , I I, . _ _ - ~ I CONTI GENT UPON CONDITIONS I DRY STORMWATER POND ~ 5) F1NAL CONCEPTUAL SITE PLAN APPROVAL BY THE CITY COMMIES ON N I I a~ LISTED ON PAGES 4 AND 5 OF THE STAFF REPORL ~ ~ ~ 1®~ NO PARKING n w I ~ ~ i §I SIGN rhi ~ >6) ALL SITE LIGHTING SHALL BE DIRECTED DOWNWARDS AND AWAY FROM ANY RESIDENTIAL AREAS.. I I I ~ L ~ I. . wl ~ , " • ~ ~ f /''//dry //f p . ~q. DRIVE f/ ~ fl/ a. TNRU , ! /fA/ /l ' ~ I, I I I , ~ I iI I I .l~ 1c w 24° t9` %~~7f1 ~ ~ ~ _ ~ ~ I J i I I I I I I ~ N X9°0 cy I I I ~ ~ r i PROPOSED I MINUTOR®MAX, I i ~ EXISTING I ( ) I I I I "~"g ' 6 . / / ~ ///t ~ ~ ~ ZONING DISTRICT: CPD ~ C-2 CPD I I I 13' I i I 13; / /f 4<.. ' f USE: BANK DRUG STORE/ I I I I 4, .',;r ALCOHOL i C L- - _ _ _ _ .r I ~r~nr r ~xa c,rtan rtr~„~~'~ BEVERAGE SALES I f f' sa r! / zaNED ' LOT. AREA (S0. FT. AND ACRES) 141,407 SF 141407 SF I , , ~ ll II • aP// G / GROSS AREA (WITHVN PROPERTY LINES): 3.246 AC 3.248 AC ~ C- 2 24 STOP BAR I I / ~ R s / / ~ ter. i ~ R1-1 STOP LOT WIDTH: 271 LF 271 LF I SIGN (TYP) I I ~ ~ ~ , . _ • d_. r~ p LOT DEPTH: 530 CF 530 LF w,_.._a...__.____..____._. / ~ ° * A~, p ` NA DENSITY (BASED ON NET ACRES): N/A / existing i ~ ' ~la~~ 4° ~ s o' 3a° so' rr'Q~"BS.4,lEgr'eSS BUILDING COVERAGE SQ.FT. AND % OF GR05S SITE : 2,863 SF 15,525 SF ' z.o2% 10.98% ~ " 2 ' _ ~ ~~g / Q~ SCALE: 1" 30' ~ C GROSS FLOOR AREA AND F.A.R.: 2,863 SF 15,525 SF 2.02 10.9a O T XT OR SYMBO SIZE SAW GUT ~ MATCH i ~,v pp ;UT ~ MATCH ~ l STq QRI I' p I ENS I ONS ON SITE PLAN R 1-1 STOP 30'~ X30" EXISTING GRADE SETBACK (ALSO INCLUDED M QG GRADE ~ Q~~ ~x~90"~1"' DRAWING) R3-1 NO RIGHT TURN 24"x24„ ~ r c, EFT 3Dnx30" _.a . FRONT: 37 LF 2DD LF 25 FT R3 7 LEFT LANE MUST TURN L _ _ __m ~.I ~ CONSTRUCT OT E T R 30'°x30"' R5 1 DON N E i J/ 30 FT WIDE , SIDE: 1O0 LF 80 LF 10 FT _ 36'x12" R6 1 ONE WAY. PROPOSED WALGREENS SIGNAGE REAR: 4O LF 391F 10 FT ~ APRQNNDEX 515 ALL SIGNS SHALL CONFORM. TO THE MANUAL ON ATTACHED-SIGNS p DRUG sroRE / / L HANDICAP PARKING : , BETWEEN STRUCTURES: N/A N/A UN FORM TRAFFIC CONTROL DEVICES . 64 SF PER 9ELCHER ROAD FRONTAGE 64 SF PER SUNSET POINT ROAD FRONTAGE f l } CURVE' TABLE• ~ ~ , HEIGHT: / ~~l PROPOSED CURB ATTACHED. SIGNS - LIQUOR STORE WITH BONUS PROVISIONS I F APPLICABLE } : 2$ FT STR I P I ~LG NOTES : 64 SF PER BELCHER ROAD FRONTAGE ( o l//J C-1 R = 39,839,60' o /~//l SITE BOUNDARY LINE 00°49'07° ' 64 SF PER SUNSET POINT ROAD FRONTAGE PAVED VEHICULAR AREAS (S0. FT. AND % OF SITE): 34,135 SF 58,947 SF I TYPICAL PARKING SPACE SMALL BE STRIPED W TH 24.14% 41 .69% A 4 ° WHITE STRIPE . FREESTANDING SIGNS o A - 489°~'8' ~ ~/I f ~ RIGHT~°OF-WAY i 20 FEET MAXIMUM HEIGHT C = 489°~'7`. ; OPEN SPACE 'S FEET MINIMUM STREET SETBACK TOTAL FOR THE LOT (SQ. FT. AND % OF SITE): 104,409 SF 63,400 SF SEE DETAfLS FOR HANDICAP PARKING. 64 SF PER BELCHER ROAD FRONTAGE - - EXISTING EDGE OF PAVEMENT C~ = S 89°~'T43° E • . ~ . 73.84 % 44.84% 64 SF PER SUNSET POINT ROAD FRONTAGE PROPOSED CONCRETE PAVEMENT ~.<y ° g_ A C-2 R = 611,71'. . I G SH L DE MARKED WITH 12" WHITE FOR THE FRONT YARD SO. FT, AND % OF 1,550 3,039 SF LOAD N ZONE A L RE4u I RED FRONT YARD) : 9D% STRIPES: AT 5 CENTERS ON A 45 ° ANGLE . 01°92'99° lM> TYP TYPICAL ` A=18°c'9'lM3 CLEAR SPACE WATERFRONT PROPERTY): N/A N/A ( ALL CURD RADII ARE 2,5 FT, UNLESS PROPOSED FUTURE C-2 SIGNAGE HC HANDICAP C = 18,29' lM, ~ OTHERWISE NOTED. rn EXTERIOR PERIMETER BUFFERS: = S 3~°13'26" W (Ma 1a 10 PARKING SPACES r HER 0 FT 10 FT MIN. ATTACHED SIGNS BELL 64 SF PEFt°,SUNSET POINT ROAD FRONTAGE u~-~ SUNSET 10 FT t0 FT MIN, SSW SIDEWALK r';' ' FREESTANDING SIGNS ~ PR l OR TO DEMOLITION, THE CONTRACTOR 20 FEEr~AxIMUM HEIGHT SOUTH 0 FT 5 FT MIN. SHALL CONTACT THE AIR-TOkICS SECTION , 5 FEET MINIMUM STREET SETBACK .DRAINAGE. INLET. WEST 44 FT 0 FT OF THE P I NELLAS COUNTY DEPARTMENT OF 64 SF PER SUNSET POINT ROAD FRONTAGE m ENVIRONMENTAL MANAGEMENT, ENVIRONMENTAL y SPECIALIST MICHELLE LANG AT 613' 464-4422. JUNCTION BOX I PARKING LOT ILATERIOR LANDSCAPING 11,073 SF (SQ: FT. AND % OF PAVED VEHICULAR 18.78 % INTERIOR LANDSCAPING AREA AREA; ALSO, DEPICT ON SITE PLAN I 044 L:.._ naewl~r. av cwaninir.7r~nec uarrui~rti• GFVEI_GPFR SHALI__PAY FOR UPGRALIING _ ° SUNSET `POINT ROAD BY ADDING AN ADDITIONAL SUNSET POINT ROAD AND BELCHER ROAD ARE CURRENTLY cn I PARKING (GIVE APPLICABLE FORMULA): 4 HC 15.525x 6 LANE AS SHOWN. DEVELOPER SHALL PAY` FOR UNDER CONSTRUCTION BY PINELLAS COUNTY. THIS PLAN SITE ADDRESS S c 6 SPACES PER 1,000 GFA 69 REG 93.SPACES ( ENGINEERING COSTS . AND CONSTRUCTION COSTS SHOWS THE PROPasED CONDITIONS of THESE ROADS BASED r 93 TOTAL UPON CONSTRUCTION PLANS FURNISHED BY PINELLAS COUNTY. PROPOSED OWNER AND PROJECT REPRESENTATIVE FLOOD ZONE ' OF-THIS IMPROVEMENT. ROAD H R.K M. DEVELOPMENT CORPORATION 1880 BCLEARWELCHELCHEER FL 34625 E o : THIS PROPERTY LIES WITHIN FLOOD ZONES 'C' do 'X ° AS DEPICTED ON FEMA ALL CONSTRUCTION WITHIN SUNSET POINT ROAD iv FLOOD INSURANCE RATE MAP NO. 125139 0126 C'REVISED JUNE 1, 1983 AND RICHARD MALOOF E ~d n FLOOD INSURANCE RATE MAP NO. 125096 0010 D-REVISED AUGUST 19, 1991. BELCHER ROAD R I GHT OF WArY, 'I NCLUD I NG NOTE. 200 1ST AVENUE NORTH, SUITE 204 T E COORDINATED ST. PETERSBURG, FL 33701 DRIVEWAY APRONS' SHALL BE PERFORMED BY ALL CONSTRUCTION WITHIN SUNSET POINT ROAD RIGHT-OF-WAY MUST BE COORDINATED I NELLAS COUNT WITH BUD MUSSELMAN OF PINELLAS COUNTY'S CONSTRUCTION DIVISION AT 464-7711 ~T 464-7711 (613) 695--2150 , P Y g GI.) ~ 4NW. YvNn4a d wu+w..~ a auwwiva. y. c........ Id ...mw,w..w,..«<LL+~. a ,ifii _ _ _ • 7} 1 _ , .d,~ - _ . n ' sg + v~" a .yo O ~ r ~ ~ + ~ ' ~ ~ hea sral ~ ..m. II ~ - ~ 1 s9+ao 170+00 ~ ® W Q Y 171+00 ~ ° .d 1N ~ - .A.. 172+00 ~ 173+00 1 74~ .174+00 h~o`' 175+00 176+00 177 00 o z z ~ Q N} Q 0.09 u ~t~ = ~ ~ o _ ~ 9.49 ~ ~ Qz~ h ~ J, a~~ 0~ o`' ° ~ ~ 59.79 ,5, ~ a p ( ~ 1 58.5 ~ w Q y ~ x ~ S g• a ~ _58.49, ~ ~ I~- ~ p° x # e.~'h 80 ,~h ~ a Q lyj ~ ~ ~ 1~ ~ J storm wafer manhole '7' "`a.. _ Aga „ s k.~ o~ I storm wafer. ma hale finder Gansfrucfra I storm ~+~ote,~ manhole gig, ~ O G? per, N N~ ~ z Q Q _ un construc~ia o.~e _u r co tructran c`~, o°' ~k ~z1~~~ Q,pJJaa a _ ~.e.._....,...k_..,. k.~. ~ k ~ Q W IC I I ' ~2. cP w~3. a . win Rwn. 1 y~, .r • 1< 1 rY ~ 1.k Y a`h!+^~+a..t~ .I a 4 A 9 w.. gyp.: • . Y° ~ ^ye"" v" k--- .s. a •e.p. o o ~..o~ ~,a~.:. ~ ~ k k ~''e I/ ~ ~ (n ~ +Q Q ® ~j la! W ! w rG ~ a a~ 0~0 4 ~ ~ I ( ®7h- - _ p 11 ~h. ~h. o hh6 6ti 56.93' 56.93 h~ ~ ~ ~ ~ Q I I 2f ~ hk o' ® ,o, x ~ ~ N h \ ua us ~ u~ m \ \ o h ~ rn II srarm .war 6 al ~ x ~ o fa elev = I yh x ^9 P k h 4,~ s~ 5a s ,5 k ~ S h6 ~ 1' ~,1` k h' ~~~q~~ ti~~rn ~ ~ ~ r'nv efev R;gl.a5 a a x ~ h I 40 1• , 0 5-50 „ „ ~ I h1. ~ 5 ~o . a~ y~ w~ti p~ Op ~ ~1 • k ~ ~ ` ` ,y~ ° oo ~ u r\i cv c\w \ \ ~ ~ L~! FDOT TYPE _ F INLET TBM~~oRTH RIM h ~ ~h yy: k x y E _ 56.35 I I h I ~o GRATE EL 5 > 50 I x h INVERT EL 52.34 I o ~ ~ ~~g S-51 G 6~x ~h,, k1~° \ 1} x~ g ~ m ~ r. ~ ~ d~ ~ a ~ W U . I x o ~ I , I 1 ~ 1 pia 5 ky~. yo h h1 h1 ~1 01 • h10 . I I r; ~ a 170 LF 15 RCP SD 0.20; Sw51 f9 „ t o S-50 v RCP SD 0.20 r ~ k aw>-~-ozcn g 58.00 ~ ` //f / °y6 y~6 _ FDOT TYPE F INLET ! I h o I storm water manhole k h _ p 1h GRATE EL 56.00 / v ~ ~ ~a1' ~ ~ ~ ~ ~ cN ~ ~ a` ..tap e e _ 55 b 1 ~g 1, p0 y1 ~,s INVERT EL 52.00 a. I lnv e~e~ - 5o.~r ~ 1 y~ ~1• ~ _ _ - _ _ - _ _ _ ~ n~ , I lEM NORTH RIM h^ ' 1~ 1 ~ 5 ~ ~ 56.50 ~ ah ~ °w~~~„°~,°,°u ,m w ~°I I~ I' I x ,~LVE 55.61 > ~o ~a N .w` y ; i ~ ' o. N r h~' „ „ I I I h ~ r~, FDOT TYPE F INLET Q ~ti ~ e • , , x 1• ' a : , , I ~ GRATE. EL 54.50 I I ~ ~ ' , . . ;7 ~ se.aa x kh~' x k h1 a h~` x ~y~ I I/ ~ k ~h ~ INVERT EL 51 .87 ~ t~ ~53.a I I N I s,, ~ s,, 1a , 1 A,: ; ~ S S6' i h s6' 58.44 # 58.6k x5 x k k~' ~ y~' ~ x h ~ l f/ y F ~.~(i N 1~ ~ ~ ~ ~ f . ~ / qr" ~a¢ • ~ 53 s i A S~•6~ S~ c h1~ 1 /P ~ ~e ~'z ~ o ~;,~.1 / ~ ~ 5-53 I I i, I B ` ~ I i'; „ I I I I ~ i ! h I k`~ ugh ~ /~,.7/ll ///j/ t ~ ; O j r' FDOT TYPE P-7 JUNCTION BOX , I I S i ! rh,• . r + 5s z5 x x`~ 5s.ss / h~ oo/ ~,'~:o,_ ,,mom. RIM ' EL 55.20 I ' . r . J I i ,.~,..i INVERT EL 51 .60 I I ,~yd• i ~ , . i I I ~ MAINTAIN EXISTING SWALE o, ® ~ ~ ~ ~ ~ I yg~ 54.50 56.00 'b 1~~ w ~ J I x I ~ a y1 I 1 I k ~ I r::.' 1 FDOT TYPE F :INLET I y~ ~ 44~ ~ p (T o o~ e A ~ ' o~° S-52 Sss ~/'ItJJJJJf~4se'~ `~5.4e f//f~/ x;,~''~ ~ ~lA ; Ss ! k SsS ~g ® k a e hhk ~ ~/f °a rr i / e GRATE EL 54.50 s I I ,h• ~ t.~ ~~ry ~y~ o hti ' ~ ~ ( ( I I h @ 55.91 A 52.9 I S p 5z.s • ~ S°~~8+ °gk x ~k S 6.00 h'~' /.~///kh`' r`rr' ~ k~as,~' ~ I NVERT EL 51 .70 I I I FUTURE DEVELOPMENT 1 h~ u~ ~ } I I I AREA = 42,442 SF ~ 0 _ ' i.'~ . ~ I , , ~ FFE ~ 57, 50 ~ ~ +k`. j ~ Q~ "•f•/ / rr by Or~// ' I ' I FDOT TYPE F INLET ~ I ~ I ~ ~ i ! rrr / h GRATE EL 54.90. ' ~ i ~I I h`° ~ ~ i i~,:; ! ~4 k 5y~® gk k /~~r/~b~ j q ~ ~ } i I A DRAINAGE EASEMENT WILL BE PROVIDED i ,:6 ~ I NVERT. EL 51 .51 ~ tia I I FOR THE STORMWATER POND MAINTENANCE. ~ I I ~ ~ ~ 57.00 i ; r , ~ i I , ~a I hk. THE UMITS OF THE EASEMENT WILL @E THE ` ~ . • i ~ ' ~ ~ Ix i i k k ,~y, A yya e /a~//1 r rrr ///I/ 5-56 I fl N I J~ ~e l TOP OF @ANK. k r ,y h® ; x. ~ ,y~ _ : I 9~ . I a~ aa& ~ S 56 3® z rr~~ / Ca 0 W I~,h ~ h°' 6 h~' ~a h~. S3 ~ l ~h°c' a / I/ ~ k a MITERED END SECTION 2:1 co• ~ ~I ? ~ .rti 9 ~ „ I I I I ~h ha ~ ~ h h~ a I WITH 6x6 X4 I ~I I ~ ~ , i h .a gak p 5s.+o 55 /~I// ~ rrr khh7 ~ hhh ~ ~ o , u: • CONCRETE PAD I I ~ , 55 I 57.0 I ~a INVERT EL 51`.50 I I I ~ 2.5:1 1~ ~ i ~h 56 UO r`` ~ x 1 br"~ r~ OQ I~/// k ~ ~ w i I x y1 ~ I { ~ ~ ~ ~ ! I 0 x ° ° l/ ~ rate inleP 1 ~ ~ ~ I >x• a ! ! gh~9 ~k ,,~Q ~ x ~ rr ~ ~°p e/ev = 4~ 9~'~t~"k ~ OUTFACE CONTROL STRUCTURE I I h a c, ; , ~ 8 ` s . I I I o i ~ , v4 I I r ~ y1° /4 /r?r ~ 11//~ had °,~i a' ~ SEE DETAIL SHEET. I I I , ® ss S o , ; " i a 'U J " S 'b INVERT EL 48,60 12 HCAP] I Iy°k ~ EROSION CONTROL g ~ Q y6 ~y °rn ~ h ~r Z /'L r h a .INVERT EL 48.80 6" UD I ~ I I k x x ~ ~ w i ' x h ,ry t 1 ~ I h ti~ ~ ~ x y~~l " 5-55 90 LF. t@" RCP ~ .10~ i h 20 LF 15 RCP SD ®"0,20 I a a n 19 ~ ~ e~ 6~ ~ ! I ' I h° ~ S k~~' 6P ~ r ~ah• 1 k / k ~ ~.10~ ~ h • ~1 ~~cs 620 • / i i y~° / rf e~ yh' ~ ~ A 5-58 I C I ~9 I 5-59 f 1/ ~ ;r` f~~f ~h' EXISTING MANHOLE } , I ~ ~ ~ ~ ~ I - I f ; DRY STORMWATER POND 2.5:1 2,5:1 2.5,1 i i•i1 I ~ ~ 7.~ ~O h ,~k ~1"ry ' ~.AO /f~, rrir ~l PINELLAS COUNTY S-93A I S 60 I, ~ ~ „ I ~y i ~ y1• mf l/ ti rrr Vic' INVERT EL 47.23 (18 RCP) I I CONCRETE FLUME ~ ~ ' _ INVERT EL 49.52 EXISTING 12 HCAP I I ~ 300 LF 6 ADS UD ®0.207 W s'xs'~4° „ I I, I ~iQ CONCR I S INVERT EL 48.40 PROPOSED 12 HCAP I I wl ~ CO a• C0 ~ Sz. k ~52. ~ ~ / flr Q~ Lek / / kha~ ' o c 5-59 I I I• I ~ 2:5:1 q ~ s as yr 55 I I . i x ~ ~ 2.5:1 ~ oa I 55. ~ 5`'' ~7.1e m I~°//f ~ rir k4j~ hh / ~k, ri l OUTFACE CONTROL STRUCTURE } I ~I ~ q x I a. Ili I k~ ~ 5-54 ~ p / ~ r~ ~n 58.5 k ~~ti I/ rir ~x 9x5~`~/ SEE DETAIL SHEET i I r~ ~a. a 1 - • INVERT EL 52.00 I I I I ~ i I I ) p °,f 54.50 55.10 / ~ hh. ~®o ,./f~ ~ w ~ f I I a~ i ~ I J CAUTIONS EXISTING 15 VCP S°60 I I I I 99 ~ 99 I I o i i SANITARY SEWER MAIN ~ py C FDOT TYPE P 7 JUNCTION BOX I INV 15 vCP = 4s.1 ~ y~ { RIM EL 54.30 I f I X ~ , . I TOP t5" vCP = 47s~ h I I ~I ~ - ~ Sy~Q g ~?'hc .//hyf//~~ / k bow w INVERT EL MATCH EXISTING 42„ CMP a~ ~ I INV 12 HCAP - 4@,5t " I _ _ _ - _ _ _ _ _ I hk' 4 roi I EXISTING DRY RETENITON AREA SOD j::''~ /l ~ o INVERT EL 51 .96 15 RCP 5 - ' ~ ~v ~ c qti ~ o~ I BOTTOM ELEV 51.0 ,1~ ,~{(Nt ACS S 0 / :•,:f exist `'drainage inlet f ! ^ SOQ S-~~ •'~A "t'tl~/~ fop = 5265. ~b,~°// f ' ( ~$t4S~d~Y is I ~ I ' I'~ v hp.r r~ lsj,, / /ash ~ I'I ~.m/7//fir 5a.63k~.~~a j 1 ~ (I ADJUST EXIST MH RIM s ~ I TO PROPOSED GRADE I o``. L i EXIST ELEV = 54.3@ I ~ i __~____..__e__________„~.__.__~_. ..~.~_____-___-PR4P-ELF-V ,85---- _ If 52.~6d~'i 4h k a ~ y ~l 55.53 ~4.~ ~ q._ 4.~ ~ ~ ,r _ k '1 A T EL _~~________________________exrStln____ e ~ ELEVATION x ~'~,Ri 0`'6 top of Bonk 9 ,gyp o ~ 54,p3 qo b s o° 30° sa' ~~o ~k.ra~____._w_.._____t_____ Ingress/egress, h I TYP p eaa^er7}ent K h ~ to / ~k k x2,~' ~ ; TYPICAL N ° 6~ ti° 6Y ~,ti° h,~~^ k R~~ h"'' k SCALE: 1" = 30' CO t 1 CLEANOUT lg~ ~ x~~~ ~ h, h~~° tae / khM. IE INVERT ELEVATION ~ x ~ ~ h~~~ HC HANDICAP k G l ~k r_ ~ / x , ,h'~' 6a ' i / / hb~ ,;a. EXISTING ELEVATION ~ PROPOSED SPOT ELEVATION SUNSET POINT. ROAD. d / / k ~ / ' / ~5a~ yti 52 khh c~ ~JI. 2 PROPOSED SPOT ELEVATION ~l I ~ k~ , CURE TABLE• ~ Certified as a true and correct ' copy. On , I n yx k DRAINAGE INLET August 4, 1995, the Development Code I l k h~~ h`~~~ h~} C-1 R _ 34,23960' Administrator approved a minor MITERED END.. SECTION ? amendment to the site plan last certified a //i A = 489,28` h ~ ~ 1 a on Februa 24 1995 for Wa1 reen's at ° EXISTING SWALE STORMWATER FLOW> D' g h~' ~~~a C m 489,27, ~h • CB ®S 89'27'43° E Belcher & Sunset Point. P~ SURFACE STORMWATER FLOW ?i t Witness my hand and the seal of the City DIRECTION OF STORM WATER FLOW ! k C-2 R = b11J1 ` fM) P of Clearwater this da of Au ust Y g °b ~ = 01 °42'49° CM) c yn: Sp i 1995.. STORM DRAIN i r hti. h~, tik Q°k C = 1829` ~M) u~ I UD UNDERDRAIN &a &°z CB = S 3~''1~''Pb ° W CM) 'q A c~ h~. cu HCAP ~i 9 ELICALLY CORRUGATED ALUMINUM PIPE ; Deputy. City C rk i ! a FRCP I, ELLIPTICAL REINFORCED CONCRETE PIPE ( , x ^ # a The amendment is to reflect changes to c~ h^~ 6"~ A FFE the width, alignment and marking of the FINISH FLOOR ELEVATION I • hA, dnvewa s and minors I ~ Y hanges to the S/W SID ~ EWALK location of utility services. i ~ I r S®5p ~ c 5TORM SEVER STRUCTURE.. NUMBER ' O ; Q n j TI1P revicinnc hatta haan marla nn tha vita _ EROSION CONTROL plan. CONCRETE PAVEMENT E v ASPHALT PAVEMENT NOTE. ALL CONSTRUCTION WITHIN SUN -OF-WAY SET POINT ROAD RIGHT MUST BE COORDINATED T y COORDINATED c, WITH BUD MUSSELMAN OF PINELLAS COUNTY'S CONSTRUCTION DIVISION AT 464-7711 464-7711 N m 6 - . .:Tw . .~.a~. - p . ua r I ~ ~ ~ o p m ~ ~ " @ r,, a o 1691.00 170+ao ~ { ~ ~ : ~ 971+00 ' a... ~ ~ ~ 972+00 y.- ~ 973+00 ° 974 r - _ _ _ 174+00 175+00 176+00 177 00 ~ ~ ~ w ® ~ re U 3 60,09 ~ _ 9.49 k 58.59 ~ ~ ` ~ ¢ ~ a ~ ' sanitary manhole ~ 59,79 fa slay = 57.OQ sanitor F manhole SANITARY A4ANNQLE a Q p N ~ Q eiev e = 4&,35 fap ale = 57.31 f ray £LEV = s; sa RELOCATE EXISTING ~ _°inr-efev"s ~--4&.-4.~- inv. slay e = 4T, 74 lNV'fLfVN =48.2.4 Q~N~ Q~. N ®4 ~ p ~ I rNV flfv s ~ as.2~ FIRE HYDRANT rN v fl f v sf = 50.75 WORK DY CITY ~ o ~ N o J ~ ~ I rNV flfv w = 4v;~ FEE BY CONTRACTOR w ~ 5 ~ a e a ~ ~ e:paanhralew. ~ _ ~ _ _ ~ _ _ _ _ ,m _ - _ - ~ ~ z w z ~ ~ y w °a-:-. ~ ~ 4.. _ ~ f3°s~ yep 6 a 4 - _....a 8»~ rc under c I ~ 0.I .q. r I to mQrlCer 6a . a ,~~-:ro "`.'~,:1 d ' ~ ~ ts-a.' ' ~ v..- I ° ~ • ~ ~ d; ..1 y .,}:~.1 q.•q, .!w..:A.r,~ P R .A A,. Ip Al Al 4~d~ a e°~ '°"-'-'--'9--.--=`a.-..+>p_. ~ e.,._ m.., ~ ~ '"t' Q \ B ~ 1~ ~ ~ -per of 010 101 011 i 101 / Bp sat p61 160 611 •f 1' 101 POW OI 80 9 ¦ i• ea s a... a ~ e . e re °e• s•s •eo / ~ TAP BY CITY, FEE BY CONTRACTORS I ! cp f. ` exfs a~ writ ~ \ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ LX I I S E' ; w. _ _ _I 9.5 METER ~C RPBP ~ I , EXISTING.POWER POLE 11+19 ~ ook CHLORINE INJECTION POINT ( 18""~ aak \ / ~ co ~ ~ \ , t ~ w o cv ~ LaJ 7 baf lebrus 8' eake~ \ \ ! cv o ~ ra o o ~ TO BE RELOCATED ~ \ ~ I ( R SERVICE I FUTURE WATE I ~ I x ~ "v as m { ~ z c1 U> FOR UNDEVELOPED PARCEL° . r i SHALL BE FROM EXISTING I B WATER MAIN ON W.e r ~ I ~ 1 I SUNSET POINT ROAD 11 ° oak-. I k ~ I TRANSFORMER ~ PAD , r. { x.~ 7°0 ba lebru k M I ~ oo { I J f/!!/ ~ r~ I i .a I I T° oak n U i .Pd I ~ 6 y ti, ~ ( ~ 6lackeherry + • a A ~ y I , i I G U I ~ : CHLORINE INJECTION POIN : ® ~ / / t~ r Z<v~° I I d I I ~ I I ~ : I I I I ~ TAP 6Y CITY :L2 J °°°u-, ~ ~ w. , I I ~ ter. ~ I I ( 33' • 1 ° FEE BY CONTRACTOR jt//! ~ ~ °°~Qao o I r I ~ d I Pv box I I r I~ 10' I e; . I I I ' ; I I ~ i I - I I I I .3' oak ti ~ °x / //r/ h - s 1. I I 1,5" TEMP BLOW-OFF ~C SAMPLE POINT i I { { I I ~ . ~ • I I i I I I I I, ~ I I I I I, I I I I !r f I I ~I o' II I tier/r e//j I' I I ~ ~ a Ip ~ ~ I ~h I I 4 I < I I i I a'~ I CONST MH COVER OVER 0e /t!!? ~ o b ~ EXIST WELL TO BE USED / ® /f ~ I I ° I I I ; 5 oak i FOR IRRIGATION bottl rus %f u, ~ ~ ~ I ~I ~ ~ ,B: I I• I MATCH FINISH GRADE, x ~ / !y ~ ~ ~ I ~ I I I I I I I d: / ~,~A~, I I I. E = 51.00 1. I COI } I ( I 4 botUehrush x k6 batfleb ush /.ill/tt q~ I w < I I;_ CO CIE = 54,00 2 TEMP BLOW-OFF 1; I I ~I E & SAMPLE POINT ' . I I I ~ ,~f` ////ftG\c ,~x 1. ~ x I Pv bax I I p. 1; ' I tale have box 1 ~ , r:, F , , , e 6 ///~a Iw I I I I I I I ~ , CO IE ~ 49,29 q V V I i I w~a /ti! li// ~ a I i I, I 270 LF 6 PVC SS 1A0~ MIN ' I e I i i I ~C ®C"`~Op lCl { CHLORINE INJECR POINT ~°,///!I c;- ~ ~ I i COIE 49.73 I ~ / , o AS 1 ° tits 6 DCVA ~!I f/! r:.,~ I I 1 1 I I. s a s° GV • / ; I 11 I SAMP NG POINT / ; l,~, ljl / I DRY STORMWATER POND I I ~ I ' i .f rf l/f / I I I < ~ 50.53 ` I ~.I, CO PE I ~ ~ CAUTION 6" SS IE =49,90 t I I I I ~ _ . roc ~ ~ - fa ~JI ~ h / a~ I I ~I 18 SD - 51.53 ~ 1 I. ( { I FIR HYDRANT. 2-6" RE UCE / ~ _1.~,. l ° I Pv ox I Q .)1 I I do GV 7 oak / 5 qp ~ //f/ ~ ~ I I I ~ .1 ~ I - X7.37 I i I r I I I o ~ CAUTION - 6" SS IE - 47.32 ~ a / [ / v, ~ ft I 11 I N 0 t~ 12"SO=48.5B~ I i I f2 (~9) , I ~ ~ I I c/eanauf CO IE - 47,19 ~ , I I I _ ^i my ~ I I _I i I I I s ly I I I e ~ oak.-.,,,, r ' 1/ / ~ ~ . i I I I I / I ~G~,r1ft ~fIlU1 ,a,G I A7` l•7 5~,t,~ l~/! i q.4"~'~ SPAY li / ~~//l G' /!ff I !~lt9 RY it / ti~ SANITARY M'ANHOGE ( III I I ~ TQP Et£~' = 54.38 ~ I III I d,° 1NV £~£V N = 46.03 I I !NV £GEV S = d5.?8 ' I I ° ft fj 7~ ~ I I l~ / ~ / ~ _ 'a I I I I ? L.________--w.._______~.-_______v___...___.~.___.________________ i; 6~ INV EIEV W ~ 47.00 00 ~ j _ CJ ( Ar ' I I I I o~ ~ s o' 30' 6a' exisfing I f ingress/egress w, ,~W, a,m I easement I I I ! / 2 SCALE: 1" = 30' bd P N py EXIST{NG WATER METER APP ~ ~ L~~I 0 ._..-I / / I I ~ / {I~~i / / ! G SANITARY MANHOLE EXIST N ?I i / Ili / ~ ~ TING SANITARY CLEANOUT I EXIS _ _ m_ SS SANITARY SEWER ~ , S°ll PROPOSED STRUCTURE NUMBER / i J j/ ~ CURVE 1ABL£.• ~ "PROPOSED GATE VALVE - GV t - FH WATER TAPPING PROCEDURE PROPOSED FIRE HYDRANT ~ C-1 R = 39,239,60' 1 DO°49'07. CONTRACTOR SHALL PERFORM ALL EXCAVATION. PROPOSED REDUCER THE CITY Wlil FURNISH THE TAPPING SLEEVE ~ VALVE AND o° A = 48928' THEY 1MLL MAKE THE TAP. a 1~~/ C = 989,27° THE CONTRACTOR SHALL PAY THE CITY'S TAPPING FEE. PROPOSED BLOWOFF GB = S B9'2T43' E PROPOSED WATER METER I' DETECTOR C1wECK VALVE ASSEMBLY C®2 R - 611,T1 lMJ PROPOSED BACKFLOW PREVENTER CITY ALL FURBISH AND INSTAU. THE DETECTOR THE y 01'42'99' (~91 I' CHECK VALVE ASSEMBLY, s Gv A = 18,29' (M1 1s THE CONTRACTOR SHALL PAY THE CITY'S FEE. - i WL WATER LINE CONTRACTOR SHALL INSTALL ONE SECTION OF DIP EITHER SIDE C=1829'lM1 OF THE DCVA FOR STABILITY, CB = S 32°12'26' W (M~ DGVA DETECTOR CHECK VALVE ASSEMBLY ; N ER A R METER &RPBP RPBP REDUCED PRESSURE BACKFLOW PREVE T W TE I s° 1 Q , I c`9 ~R co THE CITY WiLI FURNISH AND INSTALL THE WATER METER I FDG FIRE DEPARTMENT CONNECTION ~ RPBP. ~ FDC THE CONTRACTOR SHALL PAY THE CITY'S FEE. 3 pok EXI5TING TREE TO BE REMOVED , 6" GV r, ' 3„~ aak ESTIMATED fEE SCHEDULE ~ ~ EXISTING TREE TO REMAIN I o 9.5" METER &RPBP = $420,00 a I' 6" TAP, VALVE do SLEEVE = $1,355.00 DCV ASSEMBLY = $2,660.00 a , ;S cn H ~ 11 r~ u :a NOTE; T All CONSTRUCTION VATHIN SUNSET POINT ROAD RIGHT-OF-WAY MUST BE COORDINATE BE COORDINATED G N WITH BUD MUSSELMAN OF PINELLAS COUNTY'S CONSTRUCTION DIVISION AT 464-n7711 c.. AT X64-7711 RECORD DRAVANG IG 0 ~ b -77 77 . . ` 5114E " ~ - U ~ N ~ HEADWALL: _ i ' v- P a~ py z N ~ I , -.r------ r - - ..,,F h~' (70f74.'04 ''"'~-.---``-EDGE:OFPAYMENT _ _ I~'~ +Q~ i' h~~ ~ _ I73+87.8L .?3~a7.~D ' ~~~I~~SET POIIUT R0,4D (UNDER C 0/US TR(/C TIDIV) lDD R/IN X - - - , _ 171 ~ ' ~ y 4 i 9~ . l72 1'3 a~ a~ ~ . / ~ - SANlTARYMANHOLE car' _ 0 i 0• y~, rO• PI 1 TOP fLEVa 51.00 0 ~A boo i i ay - - wvetEV~ a ae.35 EDGE OF:PAYMENF h "i2 , ~ SECTION LINE -y' y~, h~• sANrraRrMANNOLe ~ - - ~.,~Fw,a~~~9A,~~,~._.~~ (77 177+01.56 J o - ~,5 - ~ f'° -------t`?---__-------- ~ INVFLEV S « 4P.45 `P POP ELEV • 57,31 ' --r- - y. X9.09 i INV 0~ - h i 1~'' 1~' - - - _ ELEV E • 47.74 L,,, ~ P T J Q M SANltARY MANHOLE _ , h h ~ fNVFLEV W • 47BP (.1 STORM WAZE'R M_ANHDLE 1q ' ~ ' ~ i 6` h ~ h TOP ELEV • 57.90 - yy y~, h~ti INV ELEV N • 46.P9 ~ ~ ~ U I~ I ~ !NV ELEV S • 46.P7 ' STORM IVATER MANHOLE ~ 1 - ~ W' 1 U UNDER'PON57RUC7~dN'= ~ ' r - h j - 0 ®YCP__ ~g~ NDER CONSTRUCTION - ~Q.38 y~ p y G~ ~ I i !NV ELEV SE • 50.75 C m - B'a VCP _ _ - B's WATER MAIN _ . ' ~ 0 P4 •a RCP ~ 11 I p INV ELFV W 47.33 ~ ~ ~ 'j1 o n p'* Q. 58.03 I ~ ~ 1 g ~pGE OF PA YMENT 1~ 1~ ~ 4~ ~ o - P~d°r~ RcP ' 96°a RGP y°. u~~ A---~-..._~ B`® VCP _ _ Bpi h4a• yp~~.~58.03 _ a _ B a RCP- h u h ~~~-B a WATE!? M r2 ,.50.64 _m;.:.!. _2~%i wAJ.76 ._.w.,___-....,_ , _ ~'o h'~ " . I y ~1, n1 1~ 6~ ` EDGE OF PAYMENT / ~ ~ ,j~~'~•- B m WATE!? MAIN _ ~ ~ ~ ` , ~ t r AEI' CIR LB (8357 RCP--;___- ~ --C~-- B ®RCP - _ _ _ - -m,~4tRGP--TELEPHONE BOX- GTE MARKER _ i ~ C^5 _ _~i_.3-. - ~c.:_._~_____ ~ I r . h y1' g1' -HATER METER r SCIR ym6357 , h ~ , y1 Q ~ RCP a r- _ ~ FDUND !R SOP! h1 y ` \ , ® C ~ } S6.S1~ oHE------°-°____------ONE SHE°---_.:. - _ - - , ..w. , - - J p1 ONfE ' j 'I L I / - a.rP's a o.B'W - - h1. \ \ y o . T r__t ~cECrRrc eox a o 'p 0 _ ~ ---r---- i4P RCP o i p~ 6 _ C ~ I _ _ __...~n~-____ 9 1' t, h h ~ S)pRMWA.TER 0 yb ~ h'O` ' i,. by MANN Lf h , ~ - SCIR LB,~8357 ~ i yh~' + r------- h y UMER,CONSTRUCTrON ii rr p .J N N sro o ~ i 1 B5` DRAINADE EASEMENT FOUND fR ~BP7 J, rc - RM WATER MANH LEr , n h ;J nh I I 9~ ~U L,U 1 D Oytt rr p ~ ~ I 0------------------°--- ---------------------__~A~--------Q (II J h1' It / TOP ELEV • 58.35 ~ ~ h6• OR BOOK 4lIS PG 375 & ' 1.54` S R 0.0P' W ~ ~ L 1/dV ELEV • 5L05' i " OR 800K 4507 PG 2l38 h' y'~ TELEPHONE MANHOLE ' ' i o' h h -0NDER CONSTRUCTION _ ,r a 4; ' a ® r i ~ I°,~ ° 7"0 80TTLEBRUSH ~18"i DAK 6~i B"a 0AK a ftt L- ~ tt r b yyF, i i y~ • h ! yb. ti~ 1' y o v ® u 4 I u, , o . ~ IP"r OAK--/' y~, u ~ ~ ~ 032 O! L: i i yb na ASPPJ/~LT II, w ~ , K- u o I DRl C i , ° 9 a o q, tIa ~ ~y y6~ 8.33'(M) hU~~ ~t 1tt 146 ~0 a2 y1. u U r5', ,.V fS -elm" sc 0 ~ e~c-~ 5 6 , t t i S B9 03.09,E r ~a I I y1' 0 n 6 y1' r i ~ r~ lj-~ NO TCS. r ' , { h ,`fit X1.15 (R) ~ ~ y6. y ~ o I r I ° h1• 0`• TYP CONC CURB ".~-1.J `r UP !R t t i r , ' ~'~pti ~ i v i ASPNAL"T PARKING 6RAtErNLEt D.5' ~ L8¢OP! `tt ; r y6 / 1 Q ' W THE BENEFIT OF OLD REPUBLIC r i ~ ti° ` L I"H!S SURVEY, WAS PREPARED lThl 2I.3I ~M) - ~ , ah i s ~p I ] 1 ~ 70P ELEV • 5697 i ~ ~ t ~ 6• / ;i i1~~ Q o ah I I ~ rNV ELEV > 4998 ~ I i t,L 5 i r`y NATIONAL TITLEINSURANGE COMPANY, CO!?1MITMEIdT N0. CA113233, ~ , -sroRMWATERMANHOLE ' h ~~a, . ~ I h I ..:_-9AMTARY [SEAROGT I. r~ i ~ ~ 0< w r , ToP ELEV • 55.6/ I!'a oAK- 'F~ DATED Jt1L Y 22, 1994. 1 , ~ - ti o,,, ~ rNV ELEV • 50:31 hV 'AK-" ° ~a~o ;a I i t ror ntv• mzrs ^w r~ ~ ~ i by : ; . / I r r` 2, N0 U DERGROUND UTILITIES WERE LOCATED EXCEPT AS SHOWN. i f N ~ ~ ~ 6ti ' ~y try ~ `\~~oy I ~ ~ ~ - IY"r CMP - f,-3"i BOtTLE9RUSH0 ~ ~ I ~ % , ~ f '~a7.43 \ I y~ 1 n n T"r BOttLEBRUSN `0 0~ ~ i' i 69h~i s1, i y J Z t ~ ~ ~ ~ f ~ h y0' , yy f~- 7"r 0AK~iJ~ 1 i~~ 0 ~ 10"r OAK I 1 y 0 7 Q N - 3. BASIS. OF BEARING AS SHOWN HEREON ARE'BASED ON THE EAST ~ ~ ' ti ~ I~~ B a ecACxGHERRr ~ y a ~ BOUNDARY OF'TNE NE 1 4 OF SECTION 1 TOWNSHIP 29 S''RA1JGE- !5 E ~'I i ~ ' i 4y' I ~ . I ' .}.79 i I ` P58.22~-y~~--------- y~ oy~-__ h h1 y~ ~ti ~ ri ~ Z O 0 Z i WN1CH BEARS N.00 05 04 E (ASSUMED),' i b ; ~ hy' Ss.~ d i ; ---A- ~ y .y6 yy' i ii r'i 6y (n ~ U W \ I ~ n° I 58.02 58 0Z CONC WALK y1' ~ , r r r y . / W U T 56.0 d 53.8 , J 7 ° i 58.44 ~ i - - g~ -~----*q1 W ~ rr , , j ~ Q U Q FO^ ~ ; eq i , 1 53.8 i o i I ,~u I ~ r I 1' I, r /,./!i r z Z~jpLJQ~ yti' I p 11 I S4Y/1ARY 0.6WOUT ~ , ~ I h1 ~ i y y ~ " ~ r r~ i i / Z ELEVATIONS AS` SHOWN HEREON aRE BASED UPON PINELLAS COIINTY . ~ ~ ' - yti• ~ ~ ~ ~ti BENCNMARk"J267 WITH A PUBLISNED'ELEVATIDN'OF 56:89: i ,i ~ i ~ I u I I I I I I~ W r- r r Cj L~ Z 'S q} u , RA' ELEV. 58,44 I . I i I , s, r , r / ~ J~ W <C ~ y'~' , Iy~ o I ~ ~ 1 lya I I ~Or ; / r' ~ r ,yti, ~ J ~ Z I i . i , u ~ ` i ! ii i 59.5 I CONC WALK__- 11~ ~ O + y , , ~ i L.__ I I e r 'r r ~r r y, W W ` 5 TY L1 -S C AND ! ~ _ i THE SUBJECT PROPER APPEARS TD E WITHIN FLOOD ZOIJE X ~ ~ ~ 'u Da r s T s e LAS R vs TV QOX- BASED PON THE FL D N URANCE RA E MAP !25139:012 T E ! ED ~ try R) ~ I II I r -ti'--t ~~+h , I "r / r r `f" ~ `r ~ = J !n f- ~ I p i~ ii i 59.2 2.TP' ~ , I I 1 a a ~0rr j/,' / r , Q Ul ~ 59.69 I t JU E l 1983 ND /25096 OO/O D LAST REVISED AUGUST l9 1991 RESPECTIVELY I !D~ i ' ' i N A . ~ F N N I I Cb ; u I I I I I O " yy'r r a r ~ ~ W Z I i ~ Ii i I P6PP' I I I ~ - B r OAK r ~i r / / ~ ~ (r U > O i, I ~ ~ u I I y~ ~ i I 79.87 I ' ~r '~°'b~ yh / i O_ W f- U ~1 , . ~ I I `0 I o I ~ I i ~ 5,6 , h6,•, ; y° j , ~ F- fn I- I i41.Qn'. r-3`rDAK ~ I ~ I' rf ~i `:'yg ~ U1 U Q.~ L] 1 I ~ 1 ' ~ ° I Vd ~?}t l i ' 1 54 72~, X55.48; !~i ~i~ ~h6' / ~1. 0~ (Wi, Z O ~ ~ I ' p ~ N • yy V. h ' \y0 ~,°'g (yy I~ 0°'.I Ay i I ,O~ i 54.6/ i~ ~ /rr,// t!r / Q _4O~ {Z-,4J I I ~h l ~0' i r.57.5D ~ h r ~ ~'r r / ~ 4.' R.' U1 ^ h , ~ I~ , ~I ~c l , i I ,i MA SOIIrR Y N --~i 01' 0~ I 4 . ~ /.~0@ 7 ~ l r l I ~0h• (n U F- C~ I.,., fn , I L, { i h hh yy ~ ``-55.9 52:92;. i a i ~ a 35.9 52:92 I I uy~ i ~ I 1 i`I i I,. ONf=STORY •ry I 1 p ~ ~ 1~' ` @ y`.'~° / ~ - ~ fr 1'r / ~ 0rD ~f.1 O Ll.. ~ !n ~ ~ ~ ~ i ~ f ~ , ' iQ a ii i ~ I p° i i o°I ~ Up i i it FF ELEI/ -nl I ~ Q) I fhh ~ /fir r /r ~ Z. Q L~i1 Q U ~ ~ i ~ i J i A i ~ ~ ~ ~ A BOUNDARY SURVEY OF •I ~-:-l90'-0RAlNAGE EASEMENT , I I~ u I ~ II 6 II I ~ ~ ~l/ 1 r y ,r r , W I ~ I u I 1 I I 11 a tl ~ 59.92 i I ==°~y? L ~ 34 i i r; / ,f / /r W ' p, ~ Q. I u ~ I I I I ' II O GRAT£ fNL£T ~ r ! r r / /r ~ U Z O D U~ 3 i ;OR BOOK 4119 PD 375 & ~ ~1 0 ~ I ~ ~ ^ ' ~ o I p , n Ili I I i i I I q~ i ~i TOP ELEV • 53.43 ~ r r i/ ~ r r I ~ I ti I~~r, ~ III G11 u v 11 1^ nI i ~ ~ % °:`i 'i,~5 / ~ ~.WQ,Z~U THAT PORTION OF LDF! LY/NG INTNE SOUTHEAST'! 4 OF SECTION 1 =a m : ` a i ok Boox45o7PCZr35 ! I ` i 'T ~ o i I o l l I I o I I I h0 n; 31' !NV ELEV • 49.98 - } g°r{ r~ /r p~`r r r , Lil 0.. . u I I i U I1 11 U I I I, A' I i n , " i 6': r r 6' 1 / ,Y ~ W, u I y I G u q DAK ~ / y' r/ ~ "y S TOWNSHIP 29 SOUTH, RANGF. 15 EAST, PINECLAS,GROVES SUBDIVISION, AS ~ ~ p 0` 0 ~ ~ ` RECORDED IN PLAT BOOK 3 `PAGE75' OF THE PUBLIC RECD S 0 PIN S ~ ~ 0 ~ y~ ' F RD F ELLA 5 0 _ , , o o. ~ o ~ , I p 0~ t ' , u I I I I u I I Ip 121 ~ ` h! n r r,r li yy9 ~r !n a ~ (n C~ U ~ z i u I~ I I I I a li I I o1 oh ~ ~ i~ r/i g ~ r T W :W ( fN,lio 111 II 11 a I; Iug ~ ' I. ,r W~ ZFZ- COUNTYFLORIDA, LESS THE SOUTH 338 FEET THEREOF ALSO LESS:R/GNT°OF- I 'i ; - O O ~ ~ ~C7 o I I u I III a II, a li I n r , r r ~ ~F- Z ~ ti ~ I _ I, I . l~ I I I1 q i k- ==~~57.88`~~/ -~1~~ q 7lr AKr r / i ; ~ t ~ / z Q a WAY FOR SUNSET POINT ROAD (C.R,'S76, IOO R(GNT OF-WAY) AS RECORDED f,, ~ ~ ~ y ~ a . ~ ' ~ti • IN R, OKlBl3,.PAGES 343 347 OF SAID PUBLIC RECORDS AND BEING` ~ , ~1 i ~ y h k. ~h - . , ; ' o y' 4 ~ t • ~.ZU1F-.Q~ gyp" i~ 'I 9'I 6pti ~ 0. k 1 B"mBDttLEBRUSH .-1 ~ ~ OC) ~ ~ ~0~ 0~' ,a~ i r ri ri r r . y I 14J ly I h~' ~ ' { I 4 1'° 1 rh r 6 r r `L' FURTHER DESCRIBED AS FOLLOWS: ~ ~ I h y hh• ~~a ye• '1 Ih I ~i I { 3~.7T.: , 'I o N 5 r'L r r y/ yp I 1 I 9~~ 59.1Q 11 o~ ~ ~ r ~ / ~ ~ k huh. I h I , I I I I ~ ° a ~ ~ rr COMMENCE AT THE EAST 1/4 CORNER OF SAID SECTION ; THENCE ALONG THE I ~ , r r n TV BOX' ~ EAST LINE OF SAID SECTION, S.00 05 04 N/,,. 48.56 FEET TO A NON- I , r I ~ ~ A ~ ~,,r r~iP , lu 11 ~ 4iBOTtLEBRUSN-f n6"®BOtTLEBRUSN- i oa " ° -_/r ~ y:i/ / r i Q T'ANGENT CURVE CONCA VE NDRTNERL Y, NA VING A RADIUS DF 34 239:60 FEET ~ ~ ~ ~ (z r ~ . 1 i ~ : I ao yU 7 v OAK- ,~P~ I, i ~5 / ; i e p p • J,. , I 111,1 I I I 01• 0°' r ~(0 ~ r ~i h i BEING THE`SOUTH RIGHT-pF-WA Y LINE OF SAID SUNSET POINT ROAD C.R. TELEPHONE 90X- ~ i X1,1 ~ ; ~h ( I ~ o 576,l00'RIGHT-OFWAYJ;;THENCEWESTERLYALONG SAID CURVE AND 'I i ~ :W`^ I~ i~ ~I i 4J Ubn ~~y: ° ,~i~ / ~,r~q,yb i R1GHT-OF-ivAY LINE, 15.00 FEET THROUGH A: CENTRAL ANGLE OFOO'Ol'3O" ~ y . ~ 0 (Q I I~~n, ~ von hp~~ ~ ~ h~ v~GFY~L80X! I~ i , f!% ~rh ~ /r~ ~ Q , Q ~Ip iGt 1 I ~ CRo 2"r ~ o°~' ~ y1. 1; c,ti J; ~m, /i hV r p (C•B. N89`38`D5" W,,,15.DO FEET) TO THE EAST LINE OF SAID'LOT 1 ; ; '~°j ~ o 0 ~ ° i ~ I I , Q ti c0io 7RR1C bb Q ~~~1 i° yy' 6. `f ~ ' i y f ' ~ p ~ , f•,. I , ~ n WELL c°°'` ` ° ~ , ~ r , , O y r 6 / ri Q ~ 10 1 ~ 1 I p 1 ~ oo ° ` e° ° h' ~c>` h~0~ / p~ , ~ Q AND THE PO/NT OF BEGINNING; THENCE ALONG SA10: EAST LINE, y' , ~o q 0 b SQO'O5'04" W„ 272.86 FEET TD THE NORTH LINE OF°TffE SOUTH.33B.00 w4~~' ti ~ ~~ti ,o~ , ti F~ ~ FEET OF"SAID LOT ;THENCEAEONG SAID LINE, N.B9-08'40", W., 319:91 i `yh h". ~ry o`° ,,ro e, o,``~~;~`~ I'` ~ i I Q U p~A oo C' 0'J ~ e° h~~i ,r ;SR ` y. ~ , 1 I' h 4, 4 yyb 5 r ~ r , FEET TO THE WEST L 1NE OF SAID L O T I; 'THENCE ALONG SAID WEST LINE, i W ~ ~ h y~ ,a~, ~ ry1 W i %t~ N.OO`03'36".W., 2T1,69FEETTO SAID~SOUTH!'R1GNT-OF-WAY LINE; THENCE wa i , y ~ h ~ati~ y ~,n~~ i ~ry ' 1 tr) ~ A~` % a"Lo P V\ o° ° hy6'r 'fay P` o p ALONG SAID LINE, S.89'07%6" F, 2L15 FEET TO A CURVE CONCAVE 4 m ; roPR~X ss.se mb ~ ~ f 9B h1 1157121 Q hb *~?0~•~~~o.-n,~ ~ f6, r~W~ rrl i' V/t [C 4 ~ ~ ~ (NV ELEV = 52.58 i NORTHERLY, HAVING A RADIUS DF 34,239.60 FEET, THENCE'EASTERLY ALONr w i 7 B if7ER ON fY SID , SAIQCURVE, 299.44'FEET'THRbUCHACEHTRAL ANGLE OF 00`30`04" (C.B. ~o , I 5a I 1 I 1 y1 >am DAK- ~ ~P % ; ~ , N v SID ~ --~-`r-~rP'r cMP__~.~ ° ~ r r ~ ~ ~ w ~ W 5.89'22`18° E, 299:44 FEET) TO THE POINT DF BEGINNING, ~ ~ °m i a y n/ p` a p r it !NV EZEV 52,85 - , y., I 1 _-CRATEr!?LET VY g1b / h1~ ' ~ J p t_L ! I ~ I TOP ELEV 56..14 oo ~0 r ~h' , yhf f' C b -o ~-5/B !R ~ !V V9 ~U ~U I'Y C f GON Af ( 8 6 F ~ ~ L 1/P'rR ^'1~ T NNG .7161.. 7 SQUARE EET OR 2 00 ACRES MORE' OR LESS. , 3/9.9( (R) TvANS Ps37 ~ t I t52.9~ I fNV ELEV• 54.P9 o ,!n--i ~ ryyi i 6ti ~ TV BOX- . ya ryn ,,4. ~ , < p^.7~'~~. I I y~. ..15', SAN SEWER ~c; 16 ~ ~ ° h~ i P~ 061 r / 0p ~y~' p 551991' ' I 1 EASEMENT 4o tt ~ ~ ari , ? ~ ~ r h r ~ p AND ~ ~ , ~ o,~ , ti ~ ,h ~ hV' , P~~ ~ 63.0 " ~ ~ x ~ 1 53 (L~ j Ih T"r OAK n' lJ ~ 0~ o° r0~ / ' i 1r, p x. ~ x~ y ' h6 . i ~ b ' A'RORTION OF THE NORTHWEST !/4 OF THE SOUTHWEST 1/4 OF SECTION 6, TOWNSHIP 29 h h~'' 1 A~ y~ y~. u~ b~ y I I ~ A D ~ ~ £ r p lJ r / I ' i. ~i.,~~ ~ 56.52q h~ ~ ari r .hpi L it r Q SOUTH, RANGE 16 EAST, ALSO THAT PORTION OF VACATED PINELLaS GROVES EASEMENT ~ _ 1/ D9q r rr y y~. yx ~ ~6 `5,~ 6 I , 0. n`2 1 0° p,r~56,12 ~ ~ - % r _ o I h~`~ 5453 i ~ ~4~~0 I~~c'. 56.1~~~~PO ~ ~ ~0~" i~(,~ ~ rr i /r Z J IV ~~QI ~ h 54.u3 RIGHT OF WAY IN T HE NORTHEAST /4 OF THE SOUTHEAST I/4 OF SFCTIOP?% TOWNSHIP ~ , ~ r i 29 SOUTH, RANGE I5 EA.S7; LY(NG ADJACENTTNERETO DESCRIBED AS FOLLOWS. o~' I'- saMrwraFaNarr 320.03 (I>/I) _ b rr r. 1,V r / 1 ~ ~ ~ I h yi_i ~~~~~b° IOiDAK_:./au , ~rr~Z1` ,%yhi/ ~ i~ y .,wor. W Mw I p I I ~ A0~5.93 pr °ah%' i ~ ~ ~ FROM THE£AST 1/4,CORNER~OF SECTION l,' TPWNSNIP 29 SOUTH, RANGE 15 EAST, AL 50 ~ i e °~"'~h 0"I~W I ~ ~Qb° ri , y r r r r i ~~a7w I I ~ l~ 9 r, h l ry 'l - ; 4 t A t BEING THE WEST !/4 CORNER OF SECTION 6,; TOWNSHIP 29`SOUTN,=-RANGE l6'EAST,:RUN n N a' z"~~ ~ THENCE SOO 05 04 W,, ALONG THE SECTION LINE 48.56 FEET FOR'TNE PRINT OF ' i ONE-STORY- ~ ~ , ,,y qh i ~ I I, x~ Err OAK.. ° 54.5 0° r^,PK ANA! yV'i Q ~ r` / r a ~ ~~2h , ° ° ~ ,OFY C80~ kf r~ r r ~ a BEGINNING THENCE ALONG THE SOUTHERL Y`R1GHT-OF-WAY LINE OF;SUNSET POINT ROAD - y ~ MASONRY 0 0 q~ww ' I. tU 47W 1IVC7'.71~~4.'JV'rYR.~664 r10"•'r DAr~'y~~Ov / %rr/~~ r~/ ~ p !74;78 FEET ALONG THE ARC DFA CURVE TO TNELEFT,'SA1D CURVE'HAV(NG A RAOIUS'OF ' 1- DOLLAR'MINI STORAGE ° ° ~ ~WmW !N" 34,239;60 FEET AND A CHORD OF 174.T8'FEET Y?HICH BEAR`S.89'43'3D" E.;, THENCE ° i' 0 0 ~ e~=~ ' e~ti ~f j ~r v ~ r Q o s > ~rylr pp ~ ! I Gf u%` ~7~ , o°`/ @` rr y~`V . ~ ~ . ~ ~ ~w.. S44`32'O!" E, x'8.33 FEET; THENCE S.00'08`3l"E„ ALONG THE WESTERLY RIGHT OF ( FF ELEV 5,82 G gtiZ2 h r U~~~~ ~If/ ri ,~Yh j 40 / ` r / i ~ yr " WAY OF BELCNER ROAD, 106:24 FEET, THENCE S34 4932 ,W,; ALONG SAID•RIGNT OF WDy ; ~ h ~ ` r , 1~r r ~ ~ I ~ ~ I hri ; ` r ' r I , 89~ 58 FEET,': THENCE CONTINUE ALONG SAID, WESTERL Y RIGHT OF WAYS 32 `54 `45"'W. I I~; i/z' rR L RLS {4032- I 121:91 FEEL j THENCE A DISTANCE OF IB, 68 FEET AL DNG THE -ARC' OF A CURVE; TD .:THE ~ ~ ~ ~ ' ~ I ' a i~.3,~~' ~M~ ~ an` " / ~ 54:63f 6.89 r/y~l ~ ~r/r ~ ~ LEFT, SAID `CURVE HAVING A RADIUS OF 635:50 FEET AND A GNORp OF 18.E4 FEET WH(CH ~ ~ i 9UILOING OVERHANG Q.31' - / ~y r ~ r rl: , I ~ ~ ~ti j I h ~'54.17~ PK~; AIL ` rr i i i y ~ 1 ~ ~ ~1 h i I I W 5~,1r OF~,LBOP! ~r r r! /r V ~~y~U I~ ~ .,o e., ~dl , (y~ 56.61 ' BEARS S 32 04 42 W,; THENCE LEAVING SAID WESTERL Y RIGHT OF WA Y N.,89 54 56 W., I , _ _ , - - _ ` 83.14 FEET;" THENCE'N.00'05'04"E, PARALLEL TD AND (5.00'FEET WEST OF THE SECTION ~ - i _ , ~ I I I ~ ~ ~ br x ~ / / / 7 I, ~ . " `k kk, ~ 5u.5.a ~7f a LINE, 318.63'FEET "TO THE SOUTNERL Y RIGHT OF WA Y L1NE'OF SUNSET POINT ROAD; THENCE ~ ~b ~ ~ o ,.5 S r5}7j___ ~a i i 2 ~ ~ y ;X r/ y ~ n~%'. ,i ~g1 r r pb y~ i i 1 Q y t r, 3 .'i r r I ~.~'r "5' h / A DISTANCE OF I5 00 FEET ALONG THE ARC OF A CURVE TO TffE LEFT TO THE POINT OF ~ °i ' r ° ~ ~ ~i IJr @~mF.. f5'.-~ 0 ~ / / j t ~ ~ ~ ` 0.M. BEGINNING; SAID CURVE HA V1NG A RADIUS OF 34,239.'6D FEET AND A ,CHORD OF 15.00 FEET ~;7• WHlCN BEARS S,B9`33'59" E.; CONTAlN1NG 1.245 ACRES MQRF OR LESS. ~g I I I ~ ~ , r FWWW1~ululWJi ~,ay I i.. 1 ~ r~~'~ h~~ r~~ hy~~ r r r,~h e ~ ~ ~ i f ~ ~ y , h I 1 i,'7 _ A 1~ / ~ ~ i Q I I q~' ~ EASE ~V SC CURE TABLE' M~1 T DF_ RIP rroN. , C-4 R 34,239.60 C---S R = 34 239.60 , 1 9v Ira , ,5~ /r I ~ I I cj;~ n0 , 0 ~ R' ~ `ti I ~ ~ ~y h'`y r yy r _ ~ i, _ THE ldORTN 50.0 FEE,' OF THE FOLLOWING DESCRIBED RAC OF l • ~ - OO 1 r LAn o. 17 33 ~ OQ 30 d4 , I ~ 1 yr i / / i `r~ ~ brf C--1 R = 34 239.60 ~ p - FROM THE, WE5T 1/4 CORNER OF SECTION 6, LOWNSNIP 29 SOUTH, RANGF 16 ' A I ~4.7~ A 299. (R) - `2.~9, M1 " ' EAST RUN,THENCE S,00'05''04" W., ALONG THE SEC'T10N LINE, 367.34 - DQ X9'07" , I I fir- 1 6y ' ~~'I} . r ~ rr It o,~ ' y~. " ^a r r i` rr G 974.78 G 299.44; (R~ 299.49 ~M) , w FEET FOR. THE POINT OF BEG/NNING;.THF_NGE CONTINUE S. DO 05 04 W. MES i r~ ,r ~Y0 G9 AL ONG` THE SECTION LINE, l40, 75 FEET TO THE WESTERL Y RIGHT OF WAY A = ¢89.28 ; CB - S 89 43'30" E GB ~ S' „ ~ : 89 22.18 E 1.1NE OF BELCNER:ROAD, THENCE ALONG A ;CURVE TO' THE RIGHT, :WHOSE ~ _ , _ w! Q, !NV ELf • 51.65_ r y ~ rr . `L CHORD BEARS N.374612 E., 158,9 FEET„ARC OF I59.23 FEETArVD L 489.2' CB ~ ,S-"89,8.1,2 F' /M ~ _ l wl° ~~'r'"~ y~. r h~' 1 HEREBY CERTIFY DRAWN BY: ~ ~ ~ , o y~r'ir~~ yb' THA T, 7NE SKETCH OF THE AFFIXED` SURVEY HEREON RADIUS OF'771.20-fEET,, ALONG SAID WESTERLY RIGHT OF WAY L1NE,• ~ ~ ~ r r n ~B S 892743 E" THENCEN;89 54 56 W.,, 73:85 FEET TO THE POINT OF 13EG1NNING, ~ ~1 Q'© ~Io ;r''-L ~ ,r' r~;`~ REPRESENTS AN ACTUAL FIELD SURVEY MADE UNDER j ~ M,R.F, ~ 1~;`~Q~ y~f-,; ,k r` ~~f l ~~___w MY pIRECT/ON AND IS ACCURATE TO THE':-BEST'OF r"r; CHECKED BY Fem. PRDVIPED, NOlvEVER, IN THE,EVENT THE MEDIAN CROSS-AVER CUT !N THE c->i 11 p~ 4;~'; ,'rr~y~" yti'r` ti ' MY KNOWLEDGE AND,BELIEF, AND FURTHER CERTIFY PUBLIC RIGHT OF WAY NOW KNOWN AS BELCHER ROAD IS CHANGED FROM ITS ~ h' - ~ 35• ~(J''; R _ 6 ' ! F,L, w~ f 7~~T M ~ I ;'r w i % y h~,`'~ TNA T THIS SURVEY MEETS THE MINIMUM TECHNICAL _ J, A. P RE ENT POS(TIONIN SUCHA MANNER AS TO NECESSITATE UTILIZA'T10N DF y ~ ADDITIONAL PORT10N5 OF -THE FOLLOWING DESCRIBED TRACT'FDR INGRESS " O9 `4O 54- R - D1 '4 49 ' ~ ~ , - 2 M rl ~ / f I ~ h~' SCALE: DATF I n~` ,~Q , r, l ~~r, STANDARDS SET FORTH BY THE FLORIDA BOARD:OF 3 AND;EGRESS; THENCE THE: EASEMENT TO FLAGSHIP, BANK DF PINELLAS, N.A. _ , = L,.~NT F'GI F T.,H - fR~IFFC SiGIIAC dpX y~,. ^6 ~''r' Ql PROFESSIONAL LAND;SUR~/EYORS IN CHAPTER 61G17-6 I"=30' 8-94 f ~ Q r FLORIDA ADMINlS7RA TIVE CODE PURSUANT TO SECTION AND/OR`1TS GRANTEES, .SUCCESSORS, HEIRS, `EXECUTORS 'AND ~ 18:.64 (R> - -'~r~ 29 , rM) < _ 1Z1X = 1FlE, r~Oh K UT1~lTYF'C~LE ADMINISTRATORS SHALL BE WITHOUT FUR7NER ACTOF GLENN E. ~ ~ ~ - o ~ raA.a a EHX = LI EC. t?OX Th^~' / ; % / ~ ,r PARTY CHIEF: ~ - 1364 R - 18,29 M ; . ~ r A_V__ • , ; ' FINKENBINDER AND ` OR HlS-''GRANTEES SUCC S - ~ ? r r 1 / , ES ORS, HEIRS, EXECUTORS, AND ~ - WAi'FR VALVE and ~AA.,ArcYGLrAII t../T r ~ ' ~ r o ~ 472° 027 FLORIDA STATUTES r , r , r J t r 1 ADM(N/STRA TORS, DEEMED AUTOMA,TICALL Y EXPANDED TO /NCL UDE .SUCH - C~ ~ Q` / ~n ~ hfRENY'`>R~ir'1~ .191: = i,A(?7 4 (RR) ~S 32 12 26 ~ M~ P DR TIONS OF THE FOL G 0 1NG DESC D ~ C' IY R1BE .REAL PRDPERTYAS MAYBE ~ = ~Wk1ER ME 1ER TSP - 11t~ir~C .,,Gl,AL r ULE G.S. REASONABLY NECESSARY TO PROVIDE A FIFTY (50 J F00 T RIGHT OF 1°?A Y FOR ' I;t4H - T~lr_. ;ttA~~•hOLE ff ~ . ; = P,_AT D+MLN~ION , r y , ~ ~ ~ , w~, FIELD BOOK:.48SX INGRESS:: AND: EGRESS.• d 1 - -c-_ , f , r- rAS ~t,r_ 1 ~ (r - uEE~ LY6"cf"1S1G,^r -W---~ - - Wra TkR- !.ll?~ , ~ ,rr , 1 rr ,r , r u,ti , f FROM THE WEST 1/4 GOt7NfH OF 5'ECTI01? G, TOWNSHIP 29 SOUTH, NANGF l6 _ I - ~rC"~f;! ,b1tAS7Rcl„E/!T - + F 4 ' ~''F _ r or - - PAGE:48SX- 1 E C LERH, A~ _!_G z X39.6 EAST, RUN THENCE S.DO'05'O4" W, ALONG THE SECTION LINE 367,34 FEET ~ -~i R - J`- ~ U ~ n~ r , - ~ , T< ~ ~ r 1* • ' R_~C;~,~~, ~I Sc~U,L, E_titA ll , h = 01_hHFAL IF,_t. _ rJ_ h~l'j JAMES A, PADAGS. CAD FILE: r : , ~ ~kOFESSIONAL ZAND SURVEYOR NO,' 2068 FOR"THE POINT OF BEGlNNlN6; THENCE CONTINUE S PO'05'04 "'W. ALONG , ' - -rir---: ~ ' ~ ` r i,rr7 - +'1- • n L~ _ ()D~~ ,3O» r~;, _ F?1ND CtJ,".';RETE'MU+/Jv/I,rPIT : ,lr•~chDk(f,,.,_ r__c..U,._ THE'SEGTION LINE, 140.75;FEET TD`'THE WESTERL Y RIGHT OF WAY LINE OF ~ ~ ; _ _ " ^a" p~, ' ` a r FOR 94044P y I t it y'7~• f,r rf _ , 1:' F,fnis .RJh k'G'r' (S+~t; elu~l-~- . U,vJLKDlirG1/1/D F~c:G. LIlIL" BELCHER ROAD; THENCE AL'ONG.A 'CURVE TO THE RIraHT,~ WNOSECNORD BEARS ~ ~ r - ~ t r n _ ~ 15 00 (R~ 15.21(L~r> _ sr- ~ _sE, PK 1,ti1~ & Lr,~K rr CYPRESS L~tND CONSULTANTS, INC. JOB .NUMBER; .374612 E, 158.94 FEET,.ARC OF 159.23 FFEI AND'RADIUS OF 1>~ ~ nrn----. rr- y , ,.r G. ~L`RT ELE 6ti 17[1N - Gb£kNF.Atr Lfl,_ /71,20 FEET; SA10 WESTERL Y RIGHT OF WAY LINE; THENCE C = 15,D0 R~ - +D,' 12 ~M~ ~ E_Ev'AlJOI? r r 94044:00 ALONG N8954 56 W., 73.85: FEET TO.THE POINT OF BEGINNING, _ ~ ` f' ' I THIS SKETCH NOT .VALID UNLESS EMBOSSED WITH w c rzn ~z ~ c_ ~ -P. = SA,IiTAFY ~ arnk~rr-nr-n ,r~r.rnl~rvnnra+ r•r"r nl,rrr Liu a u,7 u~ ?,7 f MANHCI.E r, , TF_fFNOA~E h 6 TG'V1.71ClTCU allfl VC 1(-/1T 0 7GfiL.. JC1C;t I SEC. TWP. 29 RG _ 75 j SEC. TWP. 29 RG 16 ,.v , . , . ~ ~n~.,,~~.~~~_, b.~~~.. ,.,~a~ ~m~ ~,~o.~ ~~~~~~.~~.~w_~ ~ w 8 f~ ~ I ZONED o m ° RPD _..~a _ _.w _ _r m _ __w ~ _ _ _ - + h 169+00 - _ . w. _ _ 170+00 to r • _ _ _w .Y._ ~ 171±00 _ ~ . ~ ,m.. ~ 172+00 = 173+00 / _ ~ 174+ ~ 174+00 ~ ~ ~ ~ C] 175+00 176+00 ~ ~ 6 3 w- _ 60,09 ~ _ _ ~v _ - 1~7 00 ' I _ - 59.49 59.19 ~ ~ Ir p ~ ~ 59, 79 50' _ 100' i 8.8 z , f ` li N, ~ C-1 ~ _ ~ r i , ~ I , _ Y.r ~ , ~.m. e , , ti . , . ~ . ; ~ , ter.-•s-. r c ^e-, M ~ X..Y. 1 ~ j. .ee , > 6 < . 6 . ° s e 0 0 .:s. ..:b ..,v.. ..gyp. q +y o:~ ~ • ~ ~h I F,`L~ a~ WALGREENS PYLON SIGN ~ ` a ~ ~ • • . , . , t = Cj I FUTURE . - ~ tea.. ~ e:°4 m ~ ~ ~ l / ~ 4`~ ~ ~`~tl ~ f ~ L4. q ~ DRIVEWAY 3 ~ i , ~ I ~ t~ UNION STREET ~ ~ f ~ 501 FUTURE COMMERCIAL OUTPARCEL - (TYP) ~ ( 1 0 / I ' TO I BE DEVELOPED UNDER. THE 4 I ° ~ GENERAL COMMERCIAL DISTRICT CG scREENEO ~ , , N INTERIOR ~ ~ ~ /f _ SUNSET P(NNT ROAD G ( ~ TRASH TYPE D CURB (TYP) r~ s7s ( ZONING REGULATIONS ENCLOSURE I, ~ t (~P) LANDSCAPING (TYP) ~ ~ 1, (0.97 ACRES) r 1 ~ k,, { i ~ . SITE I i ~ o LOADIN w I 1 ~ J p G ZONE ~ ~1 ~ ~ i ° i I ~ I { 10 ~ ° ~ 156,11' I , ~ rr { I 39,67 135 1 ~ 10 19 z4 3 z4` z~.-.sue ~ ~A'~lf ,~'i z~. ~ f ; ; I ~ OLEARWATER ~ czi RO I I I: i t 240 - ~ ' / 9 AIRPARK P~ I' ~ f m GoP° I ZONED I ' i i I I . ,RM-12 ° ~~~f s"~'~/l ~ ~ AEI°'~~~..,~ ~ I I l0 I!J' ~ , , I I I. TYPE D CURB (TYP) ~I I I I ~ DREW STREET I i I I , I ~ a I I 14 ~ ZONED.. w~ ~ / Q { I I C-2 ~ ~ ~ 11 i I i I ~ ~ a I, (2,27 ACRES) I I - I ' I. I ' W I ~ • ~ CONDITIONS OF APPROVAL I ~ I ,I S Ps I I ~ al ~ ~ . ~I ~~l ~`/~~e/ a ~~n G "{(°~FW 0.,t lt~.~~e;d Q~ !1 PERMITTED USES SHALL BE AS LISTED BELOW: I ~ I .I° ~ ~ l / + ) I ~ ! to' C ZONED , I I I° ' 1. INDOOR RETAIL SALES; Ii I I I C- 2 CANOPY ~ . 2. RESTAURANTS WITH NO OUTDOOR SEATING, OUTDOOR ENTERTAINMENT, OR OUTDOOR SPEAKER! I 6 9 I ~ fi I° ~ " 3. MED I GAL CLINICS/LABORATORIES; I 13 ~ ! la I 24" SOP BAR G ~ ` 4. BUSINESS/PROFESSIONAL OFFICES; I ~ ~ F ~ 0 5. BUSINESS SERVICES; " ' I I 8c R1-11 ST9P 6 . PERSONAL SERVICES ; I SIGN % YP) 7. INDOOR COMMERCIAL RECREATION/ENTERTAINMENT; I la ~ FUTURE - NO PARKING 'I 1•-_ SIGN ~ ~ ' ' w . 8. NONPROFIT SOCIAL OR COMMUNITY SERVICES; ! I 1 DRIVEWAY I 9. ART GALLERIES STUDIOS; ;I I I ~ ZONED ^x ~ v ~ x 10. VETERINARY OFFICES; I 1t, ONE ALCOHOLIC SALES ESTABLl5HMENT, PACKAGE SALES; AND I I I; f2, ALCOHOLIC BEVERAGE SALES, CONSUMPTION ON PREMISE FOR RESTAURANT ONLY. I I I e '<< '~t ,t, ;n CPD / /f f°~//~ ~ s ~ ~ ~ ~ : I tI i I ~ /P,f 2 ALL PERIMETER LANDSCAPING SHALL BE PROVIDED ON BOTH PARCELS PRIOR TO THE ISSUANCE OF A ~ I i I° } ! f • CERTIFICATE OF OCCUPANCY FOR ANY PARCEL; I i I° TYPE 'D' CURB TYP N ( ) ~ ~~.~%Af, ~f~l~ ZONED N ~ ~ ~f~ li f aPO ~ ~ I . 3 DUMPSTER LOCATIONS FOR THE OUTPARCEL SHALL BE LIMITED TO R i I I r~ ) THE EASTE N 1/3 OF THE I I M OUTPARCEL SITE i f ~ ~ ` I I I I I " _ ~ ~'ef~l~l /f'~lf 1 4 LOADING OPERATIONS SHALL BE PROHIBITED BETWEEN THE HOURS OF 11 PM AND 6 AM' AND I I I } I I DRY STORMWATER POND _ I _ v A I le 5) FINAL CONCEPTUAL SITE PLAN APPROVAL BY THE CITY COMMISSION CONTINGENT UPON CONDITIGNS 10~ , ~ - . ~ a~ J~>~), ~~y °/rpf~~ry~g~ p7j~~! fl ~ i kra c f R ~ /~r ~ ~ ~ ce.~ "rn LISTED ON PAGES 4 AND 5 OF THE STAFF REPORT. I Isl ~ NO PARKING n w I I I SIGN ~ ~ w} I I wl R~ ~ { 1 ~ _ 6) ALL SITE LIGHTING SHALL 8E DIRECTED DOWNWARDS AND AWAY FROM ANY RESIDENTIAL AREA I; ~t ' ~ /^/~~~lry to ~ u r-°'- 4a i 4 I I le ~ I i ~ ropy ~ ~ _ I I I I. . I I , e I ~ I a..®....A..e~... .e..~.4...~e.,...~ ~ . a. i ~pU f QED I I I O,Oli' M EXISTING PRO SED IN'. OR MAX . I (1 ( ) I r~ c I ) I ZONING DISTRICT : CPD & C-2 CPD { I I ~ E I I I 0 .USE: BANK DR4G STORE I I I / AL ONOLIC I I I a ~ 4 ~ I~;~'~a',~ , B ERAGE SALE$ L_ _ _ W _ _ _ _ _ I ~ I LOT AREA (SQ. FT. AND ACRES) 141,407 SF 14 407 SF I t~' ~ f,~ . } GROSS AREA (WITHIN PROPERTY LINES 3.246 AC x.246 AC I .e.e>o 'zoN o I E ~ i r I I ; C_ 2 24 STOP BAR 2 I R LOT WIDTH: I 2p< 271 LF 71 LF I & R1-1 STOP ' ~ fa. f ~p V .e . i SIGN (TYP) I LOT DEPTH. 530 LF 5 0 F 3 L T ! ~ ~ ~ l Y J d _ - w..,....._. . DENSITY (BASED ON NET ACRES}: N/A j N/A y BUILDING COVERAGE (SQ.FT. AND % OF GROSS SITE : 2 863 SF 15,525 SF 2.02% 10,98% ~ O 30 6O o ~ ° SX / GROSS FLOOR AREA AND F.A.R,: 2,863 SF 15 525 SF ¦ 2,02 10.98 i N 6~ 7Y / ~ ~c ~.v~. 'rte r ~ ~I r~ (~e) it scALE. 1 = ~a ~ SETBACK (ALSO INCLUDE DIMENSIONS ON SITE PLAN DRAWfNG) SAW CUT MATCH MATCN jar EXISTING GRADE GRADE r FRONT: 37 LF 200 LF 25 FT 1 r~ fJ SIDE: 100.LF 8O LF 10 FT /,i REAR: 40 LF 39 L , F 10 FT EXISTING PROPERTY OWNERS PROPOSED WALGREENS SICNAGE ~ ~ ^ i BETWEEN STRUCTURES: N A N / /A SUNBANK OF TAMPA BAY ATTACHED SIGNS -DRUG STORE HEIGHT: SPECIAL ASSETS DEPARTMENT 64 SF PER BELCHER ROAD FRONTAGE /t ~ ~ ~ HAND{CAP PARKING ~ BARBARA ZELLMER 64 SF PER SUNSET POINT ROAD FRONTAGE t t ~ CURVE TABLE.' ~ WITH BONUS PROV i S I ONS I F A 315 EAST MADISON STREET, SUITE 619 ( PPLICABLE): 28 FT TAMPA, FL 33602 ATTACHED SIGNS - LIQUO STORE ~ PR;~POSED ClJRB Ia o p ; ''lI T ~'-1 R = 34,239,60' PAVED VEHICULAR AREAS (S0. FT. AND % OF SITE}; 34,135 SF 58 947 SF 813) 224-2439 64 SF PER BEL HER ROAD FRONTAGE 4 1.24 ACRES) 64 SF PER SU SET POINT ROAD FRONTAGE 2 .14% 41.69% o° ~E' SI ~ E BOUNDARY LINE 00 99.07 ~ I I M 1f ° ~ OPEN SPACE GLEN AND HARRIET FINKENBINDER FREESTANDING SIGNS x i ~ ~ ~ ~ • _ A = 489°28' I ~ ~ _ RIGNT OF WAY TOTAL FOR THE LOT S0. FT. AND % OF SITE 104 409 F 2261 SWEDISH DRIVE, APT, 3 20 FEET MAXIMUM HEIGHT ( ) S 63,400 SF CLEARWATER FL 34623 , C - 489,27 E ~ .J 73, 84 % 44, 84% 5 FEET MINIMU41 STREET SETBACK 83 7 - 1 99 9, 8 03 SF P 64 ER BELCH ER ROAD FRONTAGE - EXISTING EDGE OF .PAVEMENT.. CB = S 89°27'43" E ~ ~ i' ~ ~ - FOR THE FRONT YA 2.00 ACRES RD (5Q. FT, AND % OF 1,550 3,039 SF ) 64 SF PER SUNSET POINT ROAD FRONTAGE REQUIRED FRONT YARD): 90% PROPOSED CONCRETE PAVEMENT ~ C°2 R-= 611,71' fM) ~ I9 , ~ ; , CLEAR SPACE (WATERFRONT PROPERTY : N A PROPOSED OWNER AND PROJECT REPRESENTATIVE } / NIA TYP TYPICAL 01 °42'49' fM) :1 EXTERIOR PERIMETER BUFFERS: R.K,M. DEVELOPMENT CORPORATION _ PROPOSED FUTURE C 2 SGNAGE BELCHER 0 FT 10 FT MIN. RICHARD MALOOF HC HANDICAP C = 18°29' fMI , 200 1ST AVENUE NORTM, SUITE 204 ~ SUNSET ATTACHED. SIGNS -10 FT t0 fT MiN, ST. PETERSBURG, Fl 33701 64 SF PER SUNSET POINT ROAD FRONTAGE 10 CB = S 32°12'26 W fMI (813) 895-2150 f 1 O PARKING SPACES ~ I , . SOUTH OFT 5 FT MIN. ~xa FREESTANDING SIGNS I S/W SIDEWALK I', WEST 20 FEET MAXIMUM HEIGHT c7 40 FT OFT , cu 5 FEET MINIMUM STREET T SE BACK i! 64 SF PER SUNSET POINT ROAD FRONTAGE i z° ~ PARKING LOT INTERIOR LANDSCAPIN S FT G 11,073 SF - I (0 .AND % OF PAVED.VEHIGULAR 18.78 % n r AREA, ALSO, DEPICT ON SITE PLAN DRAWING BY.SHADING/CROSS HATCHING): i o i r ~ _ 0 _ t u PARKING (GIVE APPLICABLE FORMULA): 15.525 x 6 ~ (6 SPACES PER 1,000 GFA SUNSET POINT ) 91 REG = 93 SPACES ROAD AND WELCHER ROAD ARE CURRENTLY 95 TOTAL UNDER CONSTRUCTION BY PINELLAS COUNTY. THIS PLAN hq FLOOD ZONE SHOWS THE PROPOSED CONDITIONS OF THESE ROADS BASED Ir THIS PROPERTY LIES WITHIN FLOOD ZONES C & ,X AS DEPICTED ON FEMA UPON CONSTRUCTION PLANS FURNISHED BY PINELLAS COUNTY. as 4e FLOOD INSURANCE RATE MAP NO. 125139 0126 C REVISED JUNE 1; 1983 AND FLOOD INSURANCE RATE MAP NO. 125096 0010 D REVISED AUGUST 19,'1991, N E~ o m _ _ . _ _ r . , : - z - ~ r - _ _ _ _ _ I o m r„ _ ..s. it w-~ _ _ _ .a. _ _ _ _ _ ..w _ _ a Q ~ ~ ~ U m• 169+00 170+00 171±00 : ~ 172°H00 ..ra 173+00 174 174+00 0' 175+DO 176+00 177 00 I G N h 1 i~ ~w P r i t ~ U"}b I 2 60.3 0~ .m 6009 _ ~ ~ _ _a_ 59.49 ,;t ~ _ :cam . ,k x,19 58.59 58,29: ~ \ ~ ~j h~' ~ ::.U~ ~ 59.79 ~ bm ;r gg n ~t 58.89 ~ ~~~h ~ Q z ~ tih 5fi 0(~ 4.1 sqr I ~,i a # ~ 0 aforrn rooter monh~le I - st~ann r r r~r_-rlrril~~ h storm wnler rrrvrlhcle under rr~n~ tructiar ' h~'' under r : r Iron ~ ~,ci ~ ~6 a ~n ..o , _ _w _ w~ -e*~ra-~t~c~rer G _ ~ a~_ _ _ ~ ~ _ _ ~ - _y. _n_ _ . x U R ~ _M 6~' , , a _ . _ _ _ _ _ w . s~~ • ._.f ~ ~y . ~l.` . ~ l.G/~41_ _ ~ E __a _ _ M~ I' _ - . - w_ i ~ , , ^ a .ma,_, .a.p,A w...._ „d.. .m.~9®a.-~.., k».: 41.« .w. . a _ _ e e _w.. ~®4 - ^°s ^-w M`" ~ ~ x~' a~~ 1 /ft a. Fr h C.7>'~ r..,~ rcu G~ 1 o-h fa o-, n~' w W ~ S 9' 9 ~ 4~. r # _ ~ I ~ 21.9 ~ ,,1 k h st~,rr r wa<er F ~i . i ~tvp elev = ~b~.t~r I a ( 4;F # ~ 584 ,150 ` S7 ~ 'S~ 1 t, r ".f 4 ~ a ~ n ' k , 7 c I c I `~1 5-50 , ~,ti . p0 ,OD S`I,^7 ~1 • k ,~°j~ ~ . ~ ` ~ ff q ~ U f~ FDOT TYPE F i NLET I ~ ~-r `zr~ W U x ~ ~~g S-51 jai' b4 k~~`°~ 1}~ ~ , x Q. ~ ~S 0 ~ ( x , ~ Cy ,~1 GRATE EL 56.5 I rt INVERT EL .52.34 ~ I C # a« 1• ~1• ~ ® ~6 „ RcP sD ~ a,2a ~ ~a G~, ~ ~ 16H LF 15 , } - RCI' `'D ~ 0.20% '1t' c~ . `T._ 56.00. e ff N w ° a ~ ~ ~ 6® ~ `"tr"L'~,. •G 1} {ff ya`'~ o ~ ~~y~dataaaaa,oa~~, ~ I G,~ ~ 5-50 el U O ` 0 5-51 C , a 9, F,° INLET GI r~~r 1 wafer murrhu(e G~'' ;5 ~ h1.5 ~ ~or ~ O ~ 4J~ 1 ~ ~ l.s' f G] Vl~'e'` !w? gm<uu a ~~~~e,® FDOT .TYPE ,t, ~ ~ ~ ~ 5 0~ h~ ~s GRATE EL 56.00 ti ~ t~~~~ elr a x ~.~t 2~ 1~ ~1, ~ Ar,t~ Q 5s.5a p ~ ~ dg~f/~1 ~ a ~ i NVERT EL 52.00 1. r.~~`. r w_ ~m _ _ ~ ~ 5 n „ . . I r f ~ ~ ' q ' ~ ~ ~ ~ s I ~ , ~ ' sr n I I I '7 M~ 1'gti l 'r j. s ' fig ~ ~l ,1 ~ r,Y 22 xe, ~ x' Yh~ a h ,~^r h x : z~iW' h`)~~ p ~ ff f a EQ ~ - ~ F INLET I F~>~ o ,4x~ FOOT TYPE ~I~ ~ , ...Q , s I, r,~ l5 ~ A Ju,Q~; (,3,~.,."? k 1 Y~ ~ G) ~ d : a 1' f f~ f C~ -°~,9 . . r~~}3.8~L` ~ ~ ~ 6 5F a4 v, e, fI gyp} . r ~ RATE EE 54.50 i I h , I I R, M ~ , AS ~ . M I' INVERT EL 51.87 I i la I~ ~ i ~ ~ i ~ ~ I ~'n • ~ ~l 2i' f~~ j'a ~ p•f9V~~~.o~~r~e• ~ I a,, I ~ y~. x f ~ ~ 4 ~ I I , 44: , 5-53 I I G C ~ i "~7, ~ , TY E "P-7>, JUNCTION 60X I ~ FDOT P _ I i R i ~ I ' ~ +u~ 5y.s9 ~~~.r~; f ~,'r oe//f~~', Q W ~ Q RIM EL 55.20 i i i ~ I .I I f ~r 54.50 56,00 x ~ ~/f~a k ' ~ ~ ~ o ~ ~ I INVERT EL 51 , 60 I I MAINTAIN EXISTING SWALE °j ~ ~ ~ ' r: _ x h / i ~ I;E. i i ~,~o ~ o° S°5z sss0 ° ~f ~;~,//~ar,a~ rr r/,~~,ff ~ ~ g~w ~ ~ I S I ts~, ~ , 56.00 ~ ~x ~ ,r ~ ~ ~ r f ~ ~ FDOT TYPE F INLET I I r, u, ; ~ s~.~r ~ ~ .a ~r ~ 4 ATE EL 54.50 i I GR t I rx~ ~ I °I I S ; , S~ ~'O bx ~ •SO x _ n ~ ,a > l` /fra r r tfy ~ cp ~ X R° ~ 'l' ~ f ! I ~ 6 - ~1 i I r i LOPMENT DEVE UTURE F INVERT EL 51.70 I I ~ _ , , i' I I AREA = 42,442 SF ~t: ~FE ;J'.J~ r I . ~ ~ a;,. ~Ci' ~r 4 ~ f . ,~/f r/ r' n~,~, fff ,r ~ ~ k ~ ~ ~ ~ I h a f f ~ ' h7 Ua I I I 'c' = o.a7 c~ i 4' ~SO 0 I I ..i ( 3 , , 5-55 I I ~I ~ ~ „ T I I q q FDOT TYPE F I NLE i °I ~ A n ~ i ~ I a I 4 , . g,~l ~ r'rr' 7 ff ~ ~ o ~ ~ GRATE EL 54 , 90 I I `~I I A DRAINAGE EASEMENT WILL BE PROVIDED co co I ;fir; i ( I ~ ~ I I I ~ f, f f i i I K s x 30 f~..jf ~ if ~ ~w~~, INVERT EE 51 .51 i I ( FOR THE STQRMWATER POND MAINTENANCE, i I I .~h"'' I I THE LIMITS Of THE EASEMENT WILL BE THE 00 ~ r ' ` ~ I ~ i " I ~ ~ TOFF Of DANK. a ~ a h® 57, # i ,i S-56 I ~ IE ~ I ;n i~a ~ I ~y. ~ Via. ~ w , i `1; ~ .k .7! !'1. ! I yr> fir" ~ag~ E ~?r `SS~O ~ °^~''Z.F~T~ p ~j ' y~ ~ r~`4? ryF' ~ff ~ ~hr'~ 0 U~ 1, O 6a f f i~ 0 O TERED END SECTION 2:1 I ~ ! ~ (h tty. u,'' a, M I I I ~ t. 55 4l ' I I k, e7~x 55.50 ! fj , ~ x,~~ ~'~r ~ ~ A ~ 5a 4(' . I 0 1 Q ) f f r o x ~ 9 i 79 I ~ 14 WITH 10 x10 x4 I I _I I 57.00 ~ I r. l 1 1 i I ~~g ` ~~h ~6pfl ,fi j I/ ~7h~d~ rGP ^x° /jl~f ~ v ~ ~ rn t SAND CEMENT RIP RAP I I 11 ~ ~ ~ I I I I 2.1 a g1 I I I f O x ',?.p fr 7r . tC1Tn ~t?lp~ xff m ~ d ~ ~ f i N ~0 ~,o u % / l! '~o~ elev S~3.9~,`~ x k, f' INVERT EL 51 .50 k. ~ I i I ~ ~ ~ gh• gx ~h' /'ffff ;~r~~mv' pl~v ~ 49.E f~f>~)h ~ ~ ° r;;. Fie f f r /ff x~ ~ ~ ~ S-57 I I I h ~ , 'r, OUTFACE CONTROL STRUCTURE I o I'~ ~ .r p 't 0 .s"~r ~ I I I o ~ ~1 g 56 ~ 0 55 ~ ~ 5EE DETAIL SHEET. i I ~ ! ~ EROSION CONTROL ti' `ry e~ ~ + ~ e i ~i 4~~f I ~ I S~ I 56,2Q ~Q f°'~,y ~.~tik l ' _ ° ~ I ~ I 3o S_~g 4s9. ~ ~ f ` ,ff~r .~~r/fl INVERT EL 48.60 12 HCAP I i'' IE ~ ~ r I ~ u x ~ `l ~ „ f r , I I y Y ~ h x 0 + _ 90 LF 16 RCP ~ ~.10% I I ~ 0~' I 0 ~~h fa ~ ~f/ ~ ~ ~ ~ ~ ~;~f/~ ~ I , h' ~ ti S6 x' ~ / t , s/ ~ ~y. 2 / 1 ~ xc , ~~107 ~ ~ 0 ff L . a3a s uD " ~ G, ~ S 55 ~ , NVERT E ) ~ < ~ r?~ ~ I I ~ ~ G.~ ~ A ~ n0. f ~ , ~r / 2~ f o ' qt ,~r;, .~r r ff ff/~jf 20 CF 12 HCAP SD ~ 0.20%i ~ ~ ~s' J 5-58 I ~ ~y, ~ 2:1 ~ I EXISTING MANHOLE ! DRY STORMWATER POND 2c1 2.1 M p I S-6Q , ~.:1~1 70 LF 16 RCP SD ~ 0.10 ~ e PiNELLAS COUNTY S-93A L I~ i r71 I i II ~ h fly __:_,f~!r~ ~ ° „ ~ o° coNCRere F~UMe S-56 5-57 r a ! I NVE 300 LF_6'~ADS UD ®0 20% ~ ~ RT EL 47:0 18 RCP) I "~I•~ ~-~~...vW..~_~...~.~..m._w...~_ ~ w 1o'x1a'x4" I a ~ ~ rr h ~ 4, ~ O ~ ~ t ~ _ E 12 HCAP I xl ~ o ~ ~ ~..,..~,.~..a.. RT EL 48.4Q ) h SAND CEMEtdT`1~°"SAP ..r._.~..~._....,..__. ~ NVE t ~ r,l CO (TYP} CO (TYP} CO (TYP} G0 TYP f I I ~ ( } ' I I I I. h, 3.1 4, ~ M r I 4p 716 r,~ xh~~ ~'u /ff Mg h a. ° 5-59 I I I" I ~ 3:1 r ss G~;.Sj ~a, / y,rr ' ~f L CONTROL STRUCTURE n # ~h ~I ~ <.s. ~,.e -0... a.. .SEE DETAIL SHEET I 14~gz 1=~ r fj' °h, } ~ ~ i _ i 56.52. Y " I ~ f r /r 4) ? / t ~ Vl I xf 1 I ' . ~I,, oa ' ~ gat , n.`" „ ~..M' , f i NVERT EE 52.00 II ~ I~, 44 ~ ®arof A I I er S~ c 54,50 .10 • •r! ~ l/ f t ! •o+ q.1 .a., Lu 5618k • f. ff ~r1 f ~ w ~ i f , I I , I 320. (~9) CAUTIONI EXISTING 15" VCP 5-60 I I i i i SANITARY SEWER MAIN I ~ I i INV 15' VCP = 46,1 ~ 42 x12 CMP TEE ~i i I TOP 15u VCP = 47,61 ~ 5~' p0 • ~ ~ o SHOP DRAW i NG REQUIRED I I I " CAP = 46,51 W I k ~a ! INV 12 H I ~y ~ ~ I N i I . t N REA i 0~/ f sflrrn wvter r~rarthclc o f ' SS 20 ~ ?i'~~ UndeF ~rr,~~tuc~trcn ~~ff f 1 C'~a r I_e _w w ~ i ro1 ' EXISTING DRY RETENTIO A n- I I BOTTOM ELEV = 51A~ ~ r ~ ti y~, , ~ v~~%~ .Q~~ S-~J8 ~ 1"~T, i~, tnv .~(e~~ = f7 (7 k. z4zff f i ~i I „ : i I ~ ry ~ ~ A ~ ff rh h,~.63 t ;,'"<r. fff / °^k`^•,''~~ , r 2,~ I it I .~i I I ~ I t,,ti~, ~ ~ 1 ffrfr f f q, J ~ 1, • , Apr f r' ~,ri ~ r 1 ~a ~ , I ~ I r i ~a~~ g ~ fhb wr rah t,~Nk _ _ _ _ -I ~ L . i_ r a e ..._t_.r..... e,ar 5M1.~73 u~9 ~ burl.t 1 ~ t - ~ _ _ u, EL ELEVATION r ka ~ . _ 4}y ® a dT' Q) 1 ~ ' ,w TYP TYPICAL ~,~t~ C~1 ~ ,}~ti r '\4 ~ 2 x ~ ~W CO SAW CUT & MATCH CEEANOUT CUT & MATCH ±~~~4~;~r j,. r EXISTING GRADE I', I' IE PING GRADE a' I INVERT ELEVATION y , , ~ v ~ k~ , HC y~ r? ~ , , GAP HANDI a. 4, v,"~ EVATION EXISTING EL x ,f P /err cj~` y~ I j 6a PROPOSED SPOT ELEVATION SUNSET POINT ROAD Curve r~a~E• 52 ~ J"~~ x ~ PROPOSED 5POT ELEVATION w C' DRAINAGE INLET . , Q ' D = 00°49'07" - 00 /,ref" A = 489,28' ~ ~ '~!l~ C = 989,27` ; MITERED END SECTfON V M1,,~ CB = S 89°27'93° E .ry ~ ~ ( I 1 ~ EXISTING SWALE STORMWATER FLOW r' ' I Ig rv~r,~~,.r~.r STORMWATER FLOW SURFACE C-~ R = 611,71' lM~ ~ i' ~ ' 01 °42'99° CMI ~ ~ ,.,n; A - 18,29 fM} f ~ ~.a, N OF STORM WATER FLOW DIRECTIO G~~ ~ C =:18,2.9' fM,~ ~ SD ~ STORM DRAIN CB = S 32°12'26.° W fM1 p~ a v ~ ~I UD UNDERDRAIN y't i 1 k ~ iI, i i r _ it ~ ~ i ~ HCAP H LICALLY CORRUGATED ALUMINUM PIPE E x. ' ~ 0 j Q I I' FRCP I, ELLIPTICAL REINFORCED CONCRETE PIPE may'.. . FFE FINISH FLOOR ELEVATION I rl ~ S/W SIDEWALK O ' ~ STORM SEWER STRUCTURE NUMBER ;,s LL- EROSION CONTROL H Ckj CONCRETE PAVEMENT 4 ASPHALT PAVEMENT Q N '0 . a , a:,_ ~ w _ _ ~ t . . Q ~ ~ h ~ G h t o m f I i ' r. r ; r~,, I _ _ 169+00 1~a+oD U M_. ~ _.M ~ .4 _ ~ 0 1 :171+00 ~ ~ 172+00 ~ i 3+00` 1 C 174+00 175+00 176+00 177 00 ~ Q aµ ~ ~ 6 .3 L \ _ _ -.m 60.09. _ . - I _ _ - 59, 49 P~ sariitvr rnarrlaale ~ ~ Y 59.79 ~ 59,19 58.59 5$.2 top eteG~ - 57(JC7 ,Stanitar}~ rr>Ci,1hole rnv elev P .-.4835 tc?p el~; 57„31 8.89 ~ SANtr~lr~r~ r~r.~wHace (T] f- . rnt, elev s = ~t8.•25 inf e et ~ 47,1 rnv elev ~ = 47.8 r~~p ~z~`v = .~?~o `Z ENV ~tE~' N ~ a~~?s ~ ~ I INV ELEV' S ~ 4r, ' I IN~1 £LE4' aC - S ~ _.r INV EiEI- d'r 4 d _:-r, - - _.,.,r_.. _ _ w... _ '``r,E. ~ to t ~ ' ~ ~ ~ . e , _r o- M_ __.~~-r~ unc: , carrsGrcrc;trcra w . . _ a,_, u ~ _ , t( ~ ~ _ w ~ Q - . P , - - -4 - . a ~ . .:per a~: i~', to marker ~ - .--fl.,..~, . ~ _ w~~'r;~m ~~1nm~ _ ~~'~~'a'~ ti S ° .201 ° E f/ ~ F i ,v... ~ wa 'T W.m,..««n.,,, sGll54..... .-,...._k _ , t e"" .,:4 ry P ^ R P - a ( 1 ~ 4^ PP s s e a 0 0 e 9 m P rw'atrz Aq,:a ~P~,~,~ 4 A _ M~ I a. P®e e•e eea ePm •e• a e k'd`a H - - ~1. v.rm. ~G/s as °~"""~°'°"°""b~.,a„'w°.'M..F..'^'^-.~. A~._ ~ 'w ~^m L~~(~ ~ 6}®gy b,y, B DDCVA " ~ ~ t;' ;;1~ "tl 11 6 PVC C-900 CLASS 150 ea'r'SP 5 M~tfl ~ ~ & - 6 GV ~ ~ X1.31 (N) r ~ 1 METER 8s RPBP ~ ~ EXISTING POWER POLE 1r~rr m aok 0 R f l I 7' t ~fflebr 1~'~~ aak ouk•• 1 j~/ ~ W r° TO BE RELOCATED ~ ~ RELOCATE EXISTING ~ ~a G ~ FIRE HYDRANT c I ~ ~ l.~'~~ Cobh ~ % ~ O~ ~ W ~ ~ C FUTURE WATER SERVICE ~ ~ I FOR UNDEVELOPED PARCEL ~ ca ~ FIRE DEPARTMENT CONNECTION ~ o ~ . oal ~ I~ ~.~~1 1, / , z ~ U S SHALL BE FROM EXISTING ~ ( o ~ CONNECTION I I ~7 ~ ~ ~ f p (n 8" WATER MAIN ON ~ U q I. ~ SUNSET POINT ROAD °3 I n. m CO (TYP) ~ ~ U ~ U 71 ' ~ r.,ax d0 (TYP) ~ I I ~ ~I i~ ~ r~ I I ~ E 11p LF 6 PVC S 1.009 ~ ~ a~'~ .00% I c~ N o ~ .~3~bnt flel ush ~ ~ I ~ ~ ~ ~ o to ~ ~ t3"z , I " ,~f ~ e, a, _ _i I Q ~ ~ ~ ~ I a~ I I ~ .o.-.- T ~ !~~~;~lebr~u ~ ~ ~ I ~ ' ~ ~ I ~~`l~r o w 5 r~'~ I I 7"~(~-a~tk ~ ~ 1r7"m ~7~ty 'I ~ f c~ a;(S ~y~~^ Sn I I I ~ ( ~ \ ~ W~ ba 1,,r1'~"' m z~'-r~„~; ~ try t ~ r u r-,.°"-- _ . q ~c cir r G b e , - , I I ~ ~ IE 54,00 r , I ~ I I I ~ ~ ~ I ~ 2" TEMP BLOW-OFF ~ I 1" TEMP BLOW-OFF' ry. ~ . ~ ~ J: ~ ~ Jf t ~ , ~ ~ ~J ~ ~ i I, ~ ~ I I y: i ~ k;,r ~ I I ~ I ~ ~ E ~ r j 'lI ' ~c~' ~~~0.9~ I I PROPOSED 24' UTILITY ~ ~ 1 I I ~ ~ l ~ ft~,''% z ~ ~b''' ~z ~ / „m h~ x acs > n~a° ~ ~ ~ ~ I tv bar -T-d[ AND ACCESS EASEMENT ~ I i la !u' I i ~ I I I I I l le ~ I I k o I I le I ~ ~ ' I I ( f , f~ f, ~ ~ I I I I le I ~ ~f: III ~ / ~~1 ~ ~r ~ c0 I I I' ~ I I IP I j w. I ,I ~ I ® ^le ~ j i ~~,I. ~ f I a ,~a ! I ~ ~ CONST MH COVER OVER ~ ~ ~1 /f I, ~ a ~ ~ I I I C I < I I ~ ~t I EXIST WELL TO BE USED i ~ f ~ ~ :a i t. FOR IRRIGATION 8` bo111ezt~rusF ~ / ~ f/f ® o ~ i I° ~ 1 I N ~ Ia m~ ( MATGH FINISH GRADE x y ~~/,r~ H ~ ~ r~ I I I I I IG I l I I ~ I I !P ~ CO IE = 51,00 J I W ~ ~+.n 4J y2. bC~'`fa~7~6, k k~~ ~aQGCIt,?bf USYI f ~ Ir . I I --1 I I ) . ~A f~f~'p,~t~ ~OQt(~d/ a ~ ~ ~ I tv bux I I I le P 1 tC~re~ttirf,1r1F /1 as IP I I ~ ~ rl / - f t _ ~ x,. I / k~o ,rr~ f1 x ~ ~ + _ I i F~ ~ CO TYP t I I I> „ ~ „a ' ~ ' i ~ 1 ~ 230 LF F PVC,SS ~ ~I.Ou.~~ I I I; ~,rw~~,. m.,rcn~~.~w~n~ ~~.n~~,..,~~;~.,.~.m~o~,~.m~„~.,m ,~~,~,~,no~. r I i we!/ / ~ ~ ~ I I I i I I I I I I~ / !f ~ w I I Ie I I DRY STORMWATER POND I I , I I le ~ I ( ,~I I ! , ~I I j I • ~~f fib !~i GPI ~ V I IP I ! I A ~ I Pv box -~--a-~} r~ ii , , I l I I ~ 1.: I I I N °07`01 tR• I i I ,32Q (~4~ / _ ~ ~ ~ e w~ I I r 'f::~u,~atr t I I I ii ii I I I ~Q I I I ~wwRV IRS 1 ~ ~ /~~p`l'~~r ~ , ~ I I t~i I ( eI I II r ~ I I F I I f ~ I_ _ _ ~ r _ _ . _ wp _a _ _ r I ( ~ 1f ~~'~f r~ ~1 ~ , a I /r" 7 , ~ T ~I , N ~ .1~' f ~ EXISTING WATER METER i I ~ 1 ~~`r SCALE: 1 = 3Q , , p SAW CUT & MATCH f~+ t &MATGH I I ~ 1 f/ XISTING SANITARY MANHOLE ~ l_~) E EXISTING GRADE GRADE I ( f ~ ~ I }1 ~ C} OUT EXISTING SANITARY CLEAN SS .SANITARY SEWER / ~!l b~ ~ ° ; a r 5-11 PROPOSED STRUCTURE NUMBER 9 ~t f i ~ PROPOSED GATE. VALVE GV CURVE TABLE.' ~ ~ I: r r I' PROPOSED FIRE HYDRANT - FH gym; I, l/r"fr C-1 R = 34,x'39,60' ~ PROPOSED REDUCER o° 1~C~~t, 00°49`07" ~ r, f/ A - 489,28. PROPOSED BLOWOFF r' ~ C = 489.2?' CB = S 89°2743"' E ~ ~I PROPOSED WATER METER r PROPOSED BACKFLOW PREVENTER i C-2 R = 611"71` fM) ~ ~ ~ ~ s ~ 01 °42`49s lMI r p WL WATER LINE , A = 18,29' lMl i C = 18,29' tM) ~ , - ~ DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY CB = 5 32°12'26" W tM) RPBP REDUCED PRESSURE BACKFLOW PREVENTER I ..g ri ca ,3` oak EXISTING TREE TO BE REMOVED ~ ~ i r b I_. 3 o<rk X I T R MA E IST NG REE TO E IN - - -.3 1~y ~ P c r~ b O h ra, ~ wn v i cv H I ~ ~ c~ /P _ T ~ ~E f v 0 w.~.~~~s,,...~,~, i . a - .~_t- - ' 5144& ^~r`~~~ 0. ' 'Sy h• ~ i ~ gy' h ,k rn d• U G;~~ HEADWALL { a ~ ~ N a , h~ ~ p Q , n. o i ~ ------r----- ^1 _ - ~ ~ M (IOt74.04 i w`` EDGE OF PAYMENT f - IT3fBT.80 ,"~~~ti"SFT PCIIUT ROAD (UIVDE~R CD/USTRUCTIDIUJ 1~C` R/W ~ :170 h h,• 173fB7.8G 1 SANfPARY MANN LE PI (T4 IT5 IT6 /77 ~ J o I77+OL56 F=- TOP ELEV ; 57.00 `b~ '1°' M 2 ~ ~ ~ ~ SAN/TARY MANHOLE wveLFVE a 48.35 EDGE OF PAYMENT h ' SECTION LINE ~ ~ rDP ecEV ®57,31 0 y - -i--- ~ h I ~ r SANITARY MANHOLF - -~y,~ - - - - - - - y~0 ~,yh P T ._I !NV ELEV S = 48.45 ~ - 1; 58.08.. ~ 01 !NV FLFV E " 47.74 , j TOP FLEV = 57.90 0 h h ~ a • \ h ~ - INV ELEV W " 47.8P - U ~4J _ .STORM WAT€R MANHOLE i ry •_-;e__---------- ..~6 ~ . STtlRM WATER MANHOLE UNDER CONSTRUCTION:-, rr h'• 0 ~~J U ~ 1NV FLEV N ~ 48.P9 ~ Q1 ~ ~ h I a 1NV FLEV S= 46.P1 z C ( 1NV FLEV SE 50.73 - - _ -8"i VGP___-.. UNDER 60NSTRUCTION ;50.38. " _ _ 8"s WA by h4~0 uy i ° B s VCP - ----.L- P4 s RCP TFR MAIN _ _ k ~,J I I !NV FLEV W 47.33 ~ 16 ~ ~ p _ ~ -==:A-_.-_.-~, i 58.0 e-- h 0 2- y 8 "e RCP- bo~2-,~~e-~~--}'-----~-µ-----T--~~q- __---_-----_~_~~E~OFPAYMENT---- h~ h1. O U~ r U 1 h 1 - ' ' ~ EDGE OF PAYMENT ~ ~ M { P4"v RCP 'ho----38~i RCP _ y'S•O~y~ ' -P4rRCP--<____ vu3.26 'p--• 8'r RC X05 . ~ 6 ~ a 5^J2v 5Q 64 r .-SET CIR L8 ¢G3S7 _ P GTE MARKER --l ; ~ _ _._....__.31;3'._ ?~~-RGA--TELEPHONE BOX--~ C 5 R . - E _ . _ 8'r RCPEIRI MAIN- f C I I h1 h1 h1 rr -HATER METER FOUNQ~IR,~OPI h16 90. h1" ~r ~ ~ , ~ i _ - _ .ELECTRIC BOX--, ~ / U o ~f~--MIF oNE-_---- -------------OHE ----OHE - J J N t- 0 SiC.CF. '4P RCP o J h• ; ° 0 ~ 6 i y, j i 6• - S ~5°08,311! E`,,\ h~~ ' g~ . 0 i 0h by hh~ STORM WATER MANHOLE hh _ SCIR LB •8357 ~ h~ i i---------- - - UNDER CONSIRUCTION - % ~ ii. ~ 85' DRAINAGE EASEMENT FOUND IR ;827 / ~ h ~ ~ I I (~1 ~ STORM WATER MANHOLE i 1.54' S tl ' W - TOP ELEV " 58.55 ~ f ~ y6 OR BOOK 4D9 PG 375 B y 8 0. 2 n d ~ h ~ ~ 'p • ' o tlR BOOK 4507 PG 2138 h ~ TEL EPHDNE MANHOLE n , !NV ELEV " 51.05 _ i ' ° , h hh UNDER. CONSTRUCTION _f ' , ° k . hh•, i i h~~ h hq, '.P pall a ii ~ ~ ~ ~ I i ( u~~J ° 7'a BOTTLEBRUSH ~-IB'® OAK h16~i 8'i OAK ~ 4 ~32'O1" E `\~t lit /,6~a ''a ~ ii a I A SPWi L T ii ~ ° 0.ti 7P i OAK- n 9 t y, ~ r h h'1 q ; yh gh' 0 .OAK - , ii U I 1 U I K - ` ~ $ i aRltl~'i III i~;, ~ .hb~ " . ~8, 33 (M) h6~ ; 0, ;r h1~6 tiq q~ 1. ; h h y~• h1 • ~ q q 1 9 s OAK- 0 i ~ ~ , y1. ~ U IS` 15_-~. \~e , OW r~~' h- °----`-l-J--°__ 16 LB OPI t ` ! r ' j.. 0 r n ~ i 0 n o. ~ S 89 03 09 E ~h ~ __uuu ~ I i F l < h, y h TYP CONC CURB ~ ~ ~ ~ ^ it,,~~(` i \tr} I r q I 0.5 ~ ~ r ~ r 6 _ tr Pir`p ~ No TES. ~ 6~° 4A 2L 15 (RJ . ; ~ ~ , ASPHAL T PARKING cRArEINLer ~ 1 ~ r h , `fi ai {~0 i ~ ; -o rOP FLEV o 5897 -ski ~ ~ i ~~1 / y6• . i~~,~t• ~ Q l THIS SURVEY. WAS PREPARED WITH THE BENEFIT OF OLD REPUBLIC. ZL 3I (M) - ~ ~ ~ yti° q~' t a® I fNV FLEV • 49 98 ~ ~ ~ ~ i i 9° ` "y' I h I -sarm'aeraealrovr I ~ ``f r NATIONAL TITLE INSURANCE COMPANY, COMMITMENT NO. CA1/3233, ' ~ ' srDRM w,aTER nfANHDCF ~ + ' i } V • 556 fl's OAK- ~ -0{~'~}I i ~ i for t7.FV • sTSe ~ r^~ ~ ~ ~ ~ h f, r r , DATED JULY 22, 1994. a 1 ~ B?v ELEV < 5tl.311 n~ ,y ' ha• o ~ ~ by ~,ry i ry1' i ~~`~~~0 ~ , . IPr® GMP 3'e BO rTLEBRUSNO ~ ~ j rf ~1/ r I 2• ND UNDERGRDUNR UTILITIES WERE LOCATED EXCEPT AS SHOWN. L y~ ' ' ti e, ~ ~ ~ - b7.43 hy3 7°® OAK -~a'Ti BOTTLEBR~USN ~ ~ tiu ~ ~O ,-!0's OAX i ~ y6rr /~10y / Z U) 4 N U ~h• I ; ...yc,~• hh• I ' 3. BASS OF BEARING AS SHOWN HEREON ARE BASED ON THE EAST j ~ ; { ; -B e ecACxcHERR,r 9h ,a ' I ~ 1 ' a ii 0~y y1 ohyry~ „ ~0 0. y1 g'~ 0ti t ~ ~ i ~p 4 ~ Z O p Z BOUNDARY OF 7HE NE I/4 DF SECTION TOWNSHIP 29 S RANGE 15 E ! e ~ ~ ~ h`' y5: ~ c,~ry 4~,~ I i x,79 i 'D'1 ~ p58.22~ y~ ' _ __:___,__3 'h 6• h' r r 6. j to O LL T r , i ' ' ~y..= ~ ~ 56 02 58 O? CONC WALK h1. .h 3 h r , % r,` h r Q W U I- WHICH BEARS N 00'05'04'= E (ASSUMED). I i ~ ; 56.0 ~ 5 ~ U ~ r 56.0 ~ ~ 'y i II I _____y r___ _-_t...~____.r1 Q} I ~ Q f 53.8 r q~ ~ ~ o I ~ 58.44 ~ ~ q~ I ^ 4~ 1~ i ' a i r r , ~ a Q ~ Z l a4 ~ 3.8 ~ i 4. ELEVATIONS AS SNDWN HEREON: ARE BASED UPON PINELLAS COUNTY I ~ ; ~ yry, 0 0. 0 ii i SANItMY aFMlaUT ~ h1 i i y h W i / i/ / i / z 0 5 Ua 4 ~ W ii i r~ etev ~ sa 44 ` I , ` y~ t r~ h or f / < 1 `I ry~ W W W 4 O Z Q 6 PUB /S ED LEV ION OF 56.89. ~ I I ~ , ~ ~ j y^~ BENCHMARK 12 7 WITH A L N E AT ; ~ i , ~ ~ i , I I~ o I ti ~ I uq t 1 Q 0r r l h/ ~ _1 ~J F- ' r I o I ~ CONC WALK ~ ~ h r it r i h r W W I- I ~ ~ - ; 5. THE SUBJECT PROPERTY APPEARS TD LIE W1TH/N FLOOD ZONES C AND X i ~ ~ ' I o I 59.5 --------~~+c~ 't i 0 r r / r / % ~ ; ~ .J (n ~ H t I II I r -~----t I W 6;< r r TV BOX- ~ ~ BASED UPON THE FL 0007NSURANCE RA7E MAP,{ 125139 0126 C LAST REVISED ro' ; ~ Ql ) I i~ ii i 53.2 12.72' i~ s 1 59.69 i~ i i 0 h~ r r, ~ j ~1 Q~ 0.'. Z ) I IC9 o I l m i, I Q hr /r r , pZ 03;0 i o I ~ 28.22' i i 79.87 i ~%i - B ®OAK rr ,~91,+` •/r y'h i O W O Q~ U JUNE 1, 1983 AND X125096 00/0 D LAST REVISED AUGUST l9, 1991 RESPECTIVEL Y. ~ "0 I ; ~ N I ~ i ~ ~ ~ ~ ~ ~ ~I RJ ' ~ ii i . ~ i i ~ , 5.6 ~ r , rr•h / q ~,r ~ i i~~u ,1-3i0AK , ~ i, ~f/547 .5a48r` ~ er`~,r y~ Q~OQZZC] 0 r I r l r r r 6 r ~..L, W O Z O ~6 0q H~ i~~~ _yq~i 0.y i ~ ~Q\ i X` 54:fiBJ'fr /r ~ ,irr/i % {~Q©~~~ I ~ 0 y~• y. h.. ~ h i ; ~ i 0 0 ~ ~-55,9~ 52.97. h h`~" I ! iyq'I ~q. , 1.57.50 1~` h, r~ r I r ,rr 1 i ~ ~ I . ~ oN~,-s raR Y , I p ~ v 1~ ~ (h•r~ ~ / ,r ~ / ' ; %0~0 ~ ' 0 4- ~ ~ (n ~59~~52.97. 1 i~ iiigi~i li ~i it ti ~ i y ~ h r 0 0; r ~ r r it rg• ~.J i I uh , b I I`~ ~ 1 'J I 4 p r , r r , 0 U f-- C] U1 MASONRY ~ , o , e H J I I u I P~ v I i oy ~ 0'. i i ' i, ^ ~v 1 l ,fr / h A r r /,r Z W' Z W I ~ ~ i ~ I ~ ~ i i Q ~ f~,, . a ~ E „ ~ ~ ~ ~I FF ELEV ~ /~,D~ 4~~ I hh• ~ O W a ~ ~ ^1 1 I(~ .II I Iii u 6 ii~ a I~• r i - 'J ~h ~ I i ~ ~ r W f~ i I u I i I I , i a I m" 5g.,4~ ~ ~ GRATf fNLET ! L f J4 i f i `i / i ~ W= 1- Cl'; '7 d` I i ,1 ' ~ A BOUNDARYSUR!VEYOF I ~ G; ~-»_--!BO DRAINAGE EASEMENT 14'~ ~ I I I I I Il o ~ ~ / ~ O ~ w I ~IrI~~ II II IK LEI i r r r r c r ~UZLxUOU o I 1i I ~ I „ l i , , Il n 1 ~t rOP FLEV a 53.45 ~ a / ~ ; i ! ri f ~ I 1. , ~ • u I ~ ~ U n ~ ~ U I I it ' v nr el !NV FLEV • 49.98 - f r f r 'r r .'7 , , F- W Z I ~ ~ ~ 3 i tlR BOOK 4/!9 PC 375 & ~ ~ ~ I ~ ~ ' ~ ~ i OR BOOK 4507 PG 2f38 I I C~ o 111 2 u n 2 I ~ 0, , / ~ W n- 4 ~ i ~ , ~t i o , , I i U i i ll 06 i 3, 1 qqp ' ~ 1 ~ , r i 6 `r r, yb' / rr ~ lt.. 50U 0 S C 0 I I ~ ~7 , THAT PORTION OF LQT 1, LYING IN THE THEAST I/4 F E TI N , ~ ii ~ ; ~ h TOWNSHIP 29 SOUTH, RANGE /5 EAST, PINELLAS GROVESSUBDIVISION, AS w 0 ~ ryo 0 O m i ) ~ I 4 ,i I U II U n I' 0 I U~ e !bp`OAKr ! 0~r r 1 , Y 5 ~a 0A1K r I, l i I I h l/ r r ~r / q O W ((j (L' O ~ ' , i ; ii i i l i i rl i i i l of Oy 1 n ~ / i /f i / r` ~hh• i/! ~ T F- W S P S ~ ~l h• ( o o C~ o f RECORDED IN PLAT 800K 3, PAGE l5 OF THE PUBLIC RECORD OF INELLA ; l~ o • ~ ~ ~ 0 O ~ ' ) ~ ~ I ~ ~ ~ ~ ~ ~ ll i i U i' ~ i U~y ~ o ,'l 7 s QAK /r irr ~ ; i z ~ ~ Z~ ~ p ` , - 57.88 v ! / COUNTY,FLORIDA, LESS THE SOUTH 338: FEET THEREOF ALSO LESS RIGHT-OF- i ~ lU 0 ~ ~6; _ ~ ~ , WAY FOR SUNSET POINT ROAD (C.R. 576, l00`R/GHT-OF-WAY) AS RECORDED I`. J Q ~ I hh' i yap c`0 . h i ' ~ ? h~~ ~ IY~ ~ ti ~ ~ ' ~ - ~ 0 ~y~ ° II i i ~ i~ ~p~ r ~ ~jhry r i / i/ if/ i /r F- z ~ F- 0 ~ IN O.R. BOOK 1813, PAGES 343-347 OF SAID PUBLIC RECORDS AND BEING ~ 1~ ~ ; ' h x~ i ~ by ~ lhq.l y0• q0. m0. ~ B s BOrTLfBRUSNy- -j---~.{J r~ ~ ~ \ rW6~ r ~p~~~. r ! r , ;,r'" / ; . I~~• i ~J q, i h h { 38.77 f I , 0 01`' ' y i 'y~0 / i / / h~~ } y. i ~ ~r, ~ 11r i ~ o° Q ~ ~ ~ / 7 r~ ~hh ~ r ~ r hy~ rr ~ ' FURTHER DESCRIBED AS FOLLOWS. ~ ~ l~ ~ ~ h ~ h 0~ I ~ l I q~ 59.1 G i i o ~ ~ i\ j ,r / m p yh~' f~." i j ~ yq~ ~ (,7 t7:~' i ao ~'J ,rb i~p~` rir ~r r ri f i ~ -__-i ~ hh i COMMENCE AT THE EAST 1/4 CORNER OF SAID SECTION THENCE AL ONG THE ; ; LU ' ~lJ ' i ~ 4 l off'' ~ ~ bb / ' • 1---. r ~ r i~ i d. ~ TV 80X- EAST LINE OF SAID SECTION, S.00 `05'04" W, .48.56 FEET TO A NON- ; i ~ ill ~ i 4'i BOTTLEBRUSH--~ i b 4 1 o r~ / r / i ~ F" 1~ i ~ aBiBOTTLEBRUSH-' I o 0 TAsOAK- f % T! / f y6.~ ~r o Q , ! - • E ~ c 1 ~ _ o 3'60 ~ i , a TANGENT CURVE CONCH VE NORTHERL Y, HA V1NG A RADIUS OF 34,2 9. FEET ' TELEPHONE BOX- ' F S D 5U SE O N OAD C.. ~ ~ ' I° i lW i i ~ I~fi ~ Oq ~ / jr,0 ~ ! , ~ h~~ r/ ~`i y' ~d' I~ ~ i ~J U~~ 00~' 1 4 '',y/r r ! r prr,6 r } +a ' ti°i , o d~ 1 ~ 0 PK~(A!L i ~ i~° r h ~ fC BEING THE. SOUTH R1GNT-OF-WA Y LINE 0 A! N T P I T R (R ~ 0 576, IOD RIGNT-OF-WAY); THENCE WESTERLYALONG SAfD CURVE AND ; ~ih w 0 ,k, ,1 , U o h0 ~ ~ ,,1 v GFY'l,BOP~ r ~ r ~ , q (n R/GNT-OF-WAY LINE, 15.00 FEET THROUGH A CENTRAL ANGLE OF OD.D130 q~ , o '~'a „Q ~i~ i~ ~ i ~ a~~ 2"? ~ o ~ h1' ll/ % it i hP ; o u/ 0 ' a° ~ 14 . i ~ ~ Q IRR1G o°~ ~ ~ 4 yrq~ ~j'U ~ ~ ~ v/ ~ ~ h ~ ~ ~ 1, (C. B. N.89 38 O5 W., I5.OO FEET) TO THE EAST LINE OF Al L I ; h. o-, , ° 0 ~ 0 AND THE POINT DF BEGINNING; THENCE ALONG SAID EAST LINE, • ~ry ~ti 0 ~ 0 0 ~ ° i ` i i ~ Lpn WELL - b4 ~ r 4 y~. baby Qf' % 0f t% i ~ ~ ` 0 ~ p 0 i ~ , ` ~0 J~ ~ ~ _ o° ~V A~~ p 4 0 hh~ 0~rr y6' ~ r~ p r ` rB S:00'05'04" W, 272.86 FEET TO THE NORTH LINE OF THE SOUTH 338.00 w`'~ h ti~ 4, ~ , ~°r FEET OF SAID LOT I; THENCE ALONG SAID L%NE; N89 08 40 W., 3/9.9! ` h h ' Z i > < 4 ~ y~` ; kl i ~1¢' ~ , ~ qD~` s qb P V ~ ` ~ e~0+~ ~ h i 0 p .FEET TO,7HE WEST C1NE OF SA/D L qT h, THENCE ALONG SAID WEST LINE, i m m , ~ h , ~ ~Y i N.OD `03`36" W.; 271.69 FEET TO SA10;SOUTH R/GHT-DF-WA Y LINE,• THENCE ~ y v , S7-ORM BOX I ~57i21 ,6 J 4 r i r ~i tl r r n h ~ ' T'OP ELEV = 5.i 98 ' ALONG SAID LINE, S.89 0716 E., 21.15 FEET TO A,CURVE CONCAVE we ' _ i NV V = ' ~ 5B ( i ~ ~ i y1 ~ 7"s 0AX- ~`y14 ~ it rr v~ ii a1 ~ NORTHERL Y, HAVING A RADIUS OF 34,239.60 FEET;. THENCE EASTERLY ALONG k Y ~ i"e R oNSw sro ' SA10 CURVE, 299.44 FEET THROUGH A-CENTRAL ANGLE OF DD'30'04" (CB. ~ k ~ $ i INV ELEV 52.65 - , ' SID I `~i i -'---r--jlP°® CMP--{•]~ ~d ~ r, r ,i V' i n w S.89'22 `l8" E., 299.44 FEET) TO THE POINT OF BEGINNING ' ~ ~ m ~ o r rr i - e a ~-S,B"lR nr a9 a~ ~o w , - -.h`" I I i `*-CRArEfM.ET y~ cj\bY j\ / ,f q~ ~ rr ~ ~ ~ Q Ty ~ i i i rOP FLEV , 58.44 004 r yy. r~0 a` ~h' rr h'?rt 1 q LL.i. ~ ~ ~52.9~ i ~ lNV ELEV . 54.P9 ~ 00 ; . ~k. 6 / rr yy~~ ~ % brl, W i i r EVAN3 P837- l ~ CONTAINING 8716(.67. SQUARE FEET OR 2.00 "ACRES MORE OR LESS. ~ .39.91 (RJ 54. " 6^.]`~'01 ~ i 15'SANSEWER 7J8 0 h. y p. er , i q0 ~ 54. ~ ~ r. ~ ~j ~ .h~• ° ~~4a~ ~ ~ ~ u` / _ f h yh' r ~ r r r r~~~, / r h ~ ~ T V BOX- ' ~ 5°` ti° ; ~ i 5~ 9 , EASEblENf a 0 55.C.~ i ;tt 7 e oAK .r.~; o ,0 ,~o ; r / r ; 0 AND ~ ~ a y , 5~.c~.~' ' ? , ab h y6 I q y y,~. t I i , ~ R~ 56.5 u p R ~ lr / i , hi rr / ~ Q S OF HE SOUTHWEST? 4 -0F SECTION 6 70WNSH/P 29 h h~. yk~ h°i' '~6 e~ 1h ~ A PORTION OF THE NORTNWE T 1/4 T / ' 6 I rl *J'ht ~ h0? l~~V O~ n r~ `y r i,` ~ _ 6 i i 0. nn i 0'0 56.1 J~ ri' i i, ;r - ~ 0 ' y0., 5453' w ~ ~q i~~ 56.1 n ` j V C D PINELLAS GROVES EASEMENT 1 O9oa rO n w`? hx yk• ~ ~ had 54.5}.__-. SOUTH, RANGE 1& EAST, ALSO THAT PORTION OF A ATE IV 7 I ~ qp ~ O~, i~ r i i z i ~ h~ i ?o ~b"pw0 ~ 4""i ' 4 ' r r ~ ~1 ~ / r/ (RIGHT OF WAY)1N THE NORTHEAST 7/4-0F THE SOUTHEAST (/4 OF SECTION..],.. TOWNSHIP ~ r f,~ r ! s~rmurr a~uvour 3z o. 0 3 (Ml . , 29 SOUTH, RANGE f5 EAST, LYING ADJACENT THERETO, DESCRIBED AS FOLLOWS, ~ W m ~ ~ t l i i 4r~(,06 10 `r OAK ii / ~ ~ rrhy~// ~ W ~m i I ~ i ~ 44005.93` u r~~,, i P fr ~ / i ~ i h I ~ ~ .,mor~ ^+mOh I ) t 4 b ri ~ / .0 rQ / r ' r r \ O r Q 46 - r h r r , r FROM THE EAST I/4 CORNER OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, ALSO N G ~ 0, z~a"' ~ 6 TOWNS (P 29 SOUTH RANGE l6 EAST RUN ~ ~ 0 ~ .BEING THE WEST 1/4 CORNER OF SECTION H 0 z~, r q~ a a i i a• 6~a OAK - ..~<';~,b~`\ 54:5 ri/ -PK %NAl ~ i i ~ ~ ~ a 2y Xr~ i b°~. it ,r' GFY!L80~yif(U r` f rr` h ~ 1 pNE-STORY ~ ~ y~ • ` " W NG E SECTION LINE 48.56 FEET FOR'THE`POINT OF THENCE S.OD 05 D4 ALO TH M ~a „ i 4 0 ~ ~ mr~ r , kW~'~ ` r , i < bb r, 70'r`M DARy°ir i it r -0 - NE OF SUNSET POINT ROAD h MASONRY 0 0 Q~ Jw ~ BEGINNING; THENCE ALONG THE SOUTHERL Y RIGHT F WA Y L( - o o ~w s CU VEHAVING A RADIUS OF 3~ ~ ~ DOLLAR ,MINI "STORAGE z4ww r ~www S`91°~4'36l1 I~~4 r~,~, ~ 1 ; ,r` ~ ~ ~ r ~ ``r c yl / riu54.72 k % i ~ `b r V ~r ~ ~f 174.78 FEET ALONG THE ARC OF A CURVE TD THE LEFT, AID R m ~ 0 O oar 0 I 8 EFT WHICH BEAR S.89'43 `30" E. • THENCE ' ~ i ~ ~ ~ 34,239.60 FEET AND A CH RD OF 74 7 F 0 O ~ `1 ~ y ~ ~ ~ h r 8;3, I4 G R/ 0 7/~ f a k r r i i ~ o~ S 44'32'01 ° E., 28.33 FEET; THENCE S: 00 `OB `31 ° E., ALONG THE WESTERL Y RIGHT OF " ! m ~ FF ELEV 54.82 ~ a, N;89°,456' W ~,~4 ' ; ~ 1h,r. ~ ~ M WAY"OF BELCHER ROAD, 106:24 FEET; THENCE S34'49'32° W.; ALONG SAID RIGHT OF Way ~ ; ~ I ar i r n k I 1/2 1R r li 89.58 FEET• THENCE CONTINUE ALONG SAID `WESTERL Y RIGHT OF WAY 532.54 45 W., " ~ ~ s I i r p, 5 63r< , /y~`'i r I i u , i r 83,14' (M) / , ~I I RLS}~4032- ~ t 12L9! FEET,• THENCE A DISTANCE OF'IB.64 FEET ALONG THE ARC OF A CURVE TO THE E4 BUILDING OVERHANG 0.31` , I I i ri , r r, ~i • E x' I I m 054.1 T, • PX FAIL r r , 0 y 'l ; i h i I N q OFY LBOPI i r~ G v ~ ,50 LEFT SAID CURVE HAVING A RADIUS OF 635.50 FEET AND A CHORD OF 18.64 FEET WHICH ~ I r r r. r r - I ~ i i ~ riky.52,1E~~ i h~ ~ 56.6w r r/ ~ y ~ ~ 3 s, 0.j( i i i j ~ S S 3 04 4 W HENCE LFAYl1JG SAID WESTERL Y RIGHT OF WA Y N• 89 54 56 W., i ' BEAR 2 2 T - r r n 3.1 EET, T N m s:; fa 8 4 F HE CE N. D0 05 04 E PARALLEL TD AND'1500 FEET WEST OF THE SECTION ` ~ ~ ~ i Ya°e w`~ h f ~ LINE; 318.63 FEET TD THE SOUTHERLY RIGNT OF WAY LINE OF SUNSET POINT RDAO; THENCE oo y~•` 0 h~f ~ i i i 0 ~ l` ~1 ~.I`4.1Y3 . i°` r/ h0 1'.../`v~~?9 ` 'v 0 A DISTANCE OF 15.00 FEET ALONG THE ARCOF A CURVE TO THE LEFT TO THE PDJNT OF ° " BEGINNING; SAID CURVE HAVING A RADIUS DF 34;239.60 FEET AND A CHORD OF 15.00 FEET c,"?' - ~ I I i h W oe ,~q • i a0. / h WHICH BEARS 589'33$9° E.; CONTAINING 1.245 ACRES MORE OR•LESS ~ r-- 0 0.h I y0 i i q'~' e/ ~ ci • / ~ ` I I , , / > > ~ \ ~ CURT , , Y 1 i c~~ ^0 i q ~~0.' ha ~ %,~'L EASEM T oESCRIP rIDN.• E TABLE. C-4 R = 34 239.60 C-5 R = 34 239.60..... EN , , i C r I~ r~' ~r~~ 6 rr r` i'~• / I ~ , 1 rr ~ ~ (~rl ~ = 00 97 33 ~ _ 00 30 THE NORTH 50.0 FEET OF THE FOLLOW/NG DESCR/BED`TRACT OF LAND.... ~4 l 7 0 , ~ I cry` r ~ ~lr i f n.~ , yh~, I i i t t ,h C-1 R = 34, 239.60 A = .174. , 8 A =.99.44 ~RJ - 299.49 (MJ FROM THE WEST 1/4 CORNER OF SECT/0N 6, TOWNSHIP 29 SOUTH, RANGE 16 r , rr W S C O N 36 `34 C1 = , „ _ , ' 7 ` ' ~ 4.1 EAST, RUN THENCE 5.00 05 04 ALONG THE E Tl N Ll E, 7. OO 49 O7 C 174.78 C.99.44 (RJ 299.49 (MJ '7 1 , y ~ ~ h~ h " h L ~ 0.'y, , i` Jrr k\` , Dry FEET FOR THE POINT OF BEGINNING; THENCE CONTINUE S: 00 05 04 W ' MES i iy ~ rr cjy' ~ 1NV ELE = 5!.85- i rr p r 0.q G W A = 489.28 CB = S 89 43 30 E CB = S 89 2218 E ' R ALONG. THE SECTION LINE, 140.75 FEET TO THE WESTERL Y R/ HT OF A.Y. ~ J ; p ' LINE OF BELCHER ROAD; THENCEACONG A CURVE TQ 7HE RIGHT, WHOSE _ w; ~ ° ; ~ ,y"' " i rr ~',~h~,. l HEREBY CER T/FY.' DRAWN B Y r r rr 58 9 F C'0 l59 3 EE ND' 489.27 CB = S 89 92 F ~MJ ~ 0 CHORD BEARS N 37.46 (2 E, l 4 EET, AR F .2 F T A o ~ I ° h~~/~~~' j'~ THAT THE SKETCH OF THE AFFIXED SUR BEY HEREON RADIUS OF 771.20 FEET, ALONG SAID WESTERL Y RIGHT OF WAY UNE; CB = S 89 27 43 E 0 r r, ~,q ` ,>re ~ ,~h REPRESENTS AN ACTUAL. FIELD SURREY MADE UNDER , M,R,F. THENCE N.89 54 56 W., '73.95 FEET TD .THE POINT OF BEGINNING. 0 ° ° ,j` QP ar-,; , ~ ,1 ' M Y DIRECTION AND 1S ACCURATE TO THE BEST OF ~ CHECKED B Y; ~ u I'T c.,~~ PROVIDED, HOWEVER,. 1N THE EVENT-THE MEDIAN CROSS OVER C T N HE r<,~' a~ ~ ~`;%r,ll~"~• + , ~:~ti ~ h~;~4 MY KNOWLEDGE AND BELIEF, AND FURTHER CERTIFY J.A.P. G F W OW S BELCHE ROAD S C ANGED FROM TS - ~ - ' ' LE~~, r J' W ~ PUBLIC R/ NT 0 WAY NO KN N A R ! H C t R - 6,35.00 (RJ 619.71. (MJ ~ PRESENT POSITION IN SUCH A MANNER AS"TD NECESSITATE UTILIZATION OF' !;;%~w Ir, / ; ~~lr ^~6 y^,. lNAT THIS SURVEY MEETS THE MINIMUM TECHNICAL n » ADDITIONAL PORTIONS OF 7HE FOLLOWINGDESGRIBED TRACT FDR INGRESS = D14O 54 R - 0142 49 M .SCALE: DATE: a ~0 I r; f' ~ ~~,'hti' STANDARDS SEl'FORTH BY THE FLORIDA BOARD OF yy. 16 + ; ~ / r AND EGRESS; THENCE THE EASEMENT TO FLAGSHIP BANK OF PINELLAS, NA: ~ ~ ! ' N P. l e. F N ;RBI, FC .,rGl1AL dl.,X _A = 18.64 (RJ - 18.29 (MJ ~ urlclTY f=,~•L~ !&x = >F:,E ,~~.r AND/OR l rS GRANTEES, SUCCESSORS, .HEIRS, EXECUTORS; AND pr ` ' r PROFESSIONAL LAND SUR~EYDRS 7N CHAPTER 69G17-6 ~ f"=30' 8-94 f 2 ~ FLORIDA ADM/NISTRATII/E CODE PURSUANT'TO SECTION ' a ~ t:~,45 ~'A'~ /F'_' EFiX ~ LI E H9X ADM/N/STRA TORS SHALL BE'WITHDUT FURTHER ACT OF GLENN E. C - 18, 64 ~RJ - 15.29 (MJ ~ r r t ~ r 1 ~ ~ r PARTY CHIEF: l / 1 I r ! ~ I F i 472 027 FLORIDA STA TU TES J = rr'A lER /Al. ~E oAl~ S. = SAPGTAh Y CLEa.v f1C% ~ FINKFNBINDER AND/OR HIS GRANTEES,SUCCESSORS, :HEIRS, EXECUTORS, AND r r r r I. r ~ r G, r C.S. C U SUC , ~ „ " o _ rlRE HY?RAl, r l2 T. = l'AI Y: 7 ADMINISTRATORS, DEEMED AUTOMATICALL Y EXPANDED TO IN L DE H CB - $ 3~ O4 42 W rRJ S ,3.2 12 26 w ~MJ, PORT(0 S 0 THE FOLLOWING DESCRIBED REAL PROPERTY AS MAYBE ~ ` = vYN iEk METER TSF - 1k~lFF'G S,GI':,L PULE N F rr ' rrr "r k % r~ 'V i REASONABLY NECESSARY TD PROV/pE A-FIFTY 5D' FOOT RIGHT OF WAY FOR U, r ; r T,',Ih' = T 1_r. ,tit~,'.'h 7LE ( ) , ua r r~,:~ErJ:~ID J q, FIELD BOOK: 48SX INGRESS AND EGRESS: ` ' _ . GAS ~'"fC ' (r_ ~ = uCE'? k;16~e,!iUrl _W<: ~/r1 TER j!,/E Or PAGE: 48SX ` q r JAMES A. PADAGS FROM THE.WESTI'4~CORNEROF5ECTION6TOWNSHIP29SOUTH RANGE l6 ~ ~ F/r--r` ~'V-A~Uf~Ed`EfIT ~ -E- (!wEkNt"AG'~ Ll,~~. ;1;,~ +r`.. (r,',1r` ;tir,, y`rr' CAD FILE: EAST RUN THENCE SOD`05`04" W. ALONG THE SECTIDN,LINE 367.34 FEET C--3 R =,.34,239.60 t REC~?,R,''~1SBUILT E'.'.cA~7C1J - T- = 2l'E,k'h~Ai 1F,t.: ~.!;"dE ( n y _rir-- FOR THE POINT OFBEG/NNING; THENCE.CONTINUES.00`05`04°.WALONG = tt,;' trl;`;JC „t1,v„h'c,7 .r~t~tURd~rl, `I,:'ctfi'Ch'!7(.~'rt' IF•~E. LI1:•F` PROFESSIONAL LAND SUR ~EYOR N0. 2068 E; r ~ f' FOR 94044P THE SECTION LINE, 140.75. FEET TO THEWESTERLYR/GHT OFWAYLINEOF - Fr F~J,,, fs~!< lr,;k (Sint; ! I- J,,:,1.n('h'UUIL, E_t_,. LIl._ h.' 'h4 rr + t y~ r , fh CYPRESS LAND CONSULTANTS, INC. JOB NUMBER: BELCHER ROAD; THENCE ALONG: A CURVE TO 7HE RIGHT WHOSE CHORD BEARS - ' sR,. hJ = .;ET F'K M'Att. & blSK A 15, DO (RJ - .15.29 (MJ _ _ 1 94044,00 N.37'46'I2"E, 158.94 FEET, ARC OF759.23 FEET AND RADIUS OF r:E - ;'lbZ~fi'?" ELEVr;710N _oNt - UVFRtiF7n LINE 771.20 FEET; ALONG 5A/0 WESTERLY RIGHT OF WAY LINE,• THENCE C = 1 Jam. OO R - :1 J`. 12, M I - FLc:Al1'lI ' ` ; ' THIS SKETCH NOT yALID UNLESS EMBOSSED WITH ~J ~J N.89'S4'S6" W., 73.85 FEET TO THE POINT OF BEGINNING _ + , ;,:,!r S~'!r?~f?Y CB - S 89 33 59 E - ,!Q ~rNn h~~1 6>,` REGISTERED SUR ~EYOR'S SEAL. S H E E T 7 '.EPHC 77~ J 4 SEC. 1 7 p. 29 RG. 75 . `6 -W. ` 29 RG. 16 SEC