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CSP96-06R; SP96-03CSP96-06R; SP96-03 1934 HERCULES AVE N MCDONALD'S 193y TO: FROM: SUBJECT: COPIES: DATE: r-?? / 3y CITY OF CLEARWATER Interdepartmental Correspondence Ream Wilson, Director, Parks & Recreation; Don Meerians, Assistant Traffic Engineer; Bob Maran,CE III; Mike Quillen, Environmental Engineer; James Goodloe, Fire Marshall; Steve Doherty, Central Permitting Supervisor Allen V. Mahan, Coordinator, Central Permitting WA J Re-certification of Site Plan for McDonald's at Hercules and Sunset Point(CSP 96-06R) ?t S 96 ?? September 10, 1996 Attached is a copy of the above described amended certified site plan submitted on September 10, 1996 for re-certification. Please refer to the attached DRC summary meeting notes of June 30, 1996 addressing conditions of approval required by D.R.C. for this site plan. The originally certified site plan is attached for your reference. 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 whom and with date, L Your assistance in preparing the plan for a September 18, 1996 certification will be appreciated. Thanks. E n 72, AVM/avm S E P 12 1996 i CETY ,€ ;Vf? 1 EP ? fs t, CITY OF CLEARWATER Interdepartmental Correspondence TO: Ream Wilson, Director, Parks & Recreation; Don Meerians, Assistant Traffic Engineer; Bob Maran,CE III; Mike Quillen, Environmental Engineer; James Goodloe, Fire Marshall; Steve Doherty, Central Permitting Supervisor FROM: Allen V. Mahan, Coordinator, Central Permitting SUBJECT: Re-certification of Site.Plan for McDonald's at ercules and Sunset Point(CSP 96-06R) COPIES: DATE: September 10, 1996 Attached is a copy of the above described amended certified site plan submitted on September 10, 1996 for re-certification. Please refer to the attached DRC summary meeting notes of June 30, 1996 addressig c n o of approval required D ??fthis site plarL The on inallcerti ie site pl is attached for yourreferc?'is IfYou find the site plan to be acce table. P pp ease initial an8 date next to the a lica le condition(s) on the attachment. If you do P have an objection and/or recommendation, please comment below or attach your comments to this memo. e V Your assistance in preparing the plan for a September 18 , 1996 certification will be appreciated. Thanks. AVM/avm GSP9606R Comments: (by whom and with date, please,) J I« CUMBEY & FAId INC. 2 )63 ENTERPRISE ROAD C WATER, FL 34623-1702 (813) 797-8982 Clearwater )813) 223-4333 Tampa if'x )813) 791-8752 ho il CIVIL ENGINEERING LAND SURVEYING September 10, 1996 PLANNING DELIVERED Mr. Allen V. Mahan Central Permitting Coordinator City of Clearwater 10 South Myrtle Avenue Clearwater, FL 34616 Re: McDonald's at Clearwater Sunset Point Road and Hercules Avenue Job No. 2056 ire- kPvP_ess 193 ei_c p .4ve Dear Mr. Mahan: Enclosed are twelve (12) sets of revised and certified site plan showing the as-built changes. Please note the two items of possible importance: Deleted pork chop islands at the entrance at Sunset Point Road and Hercules Avenue - this was requested by Pinellas County prior to issuing driveway permits. A copy of their letter dated April 29, 1996 is enclosed. Revised parking south of the building to save existing trees - it is our understanding that this was at the request of the City. Your early review and granting of a Certificate of Occupancy (or temporary C.O.) will be appreciated. Very truly yours, CUMBEY & FAIR, INC. fw?_,aL P. J. Shah, P.E. PJS/mfa enclosure c: Jim Dunkle, McDonald's Corporation Chris Siderio, Venture Construction F:\WORDS\CORRES P\SEPT\205BPJS. MAH i i ( tiAS C 4 COMMISSIONERS SALLIE PARKS - CHAIRMAN ROBERT B. STEWART - VICE CHAIRMAN CHARLES E. RAINEY STEVE SEIBERT BRUCE TYNDALL Cumbey & Fair, Inc. 2463 Enterprise Road Clearwater, Florida 34623-1702 Attn: Richard D. Harris, P.E. PINELLAS COUNTY, FLORIDA DEPARTMENT OF PUBLIC WORKS . 440 COURT STREET CLEARWATER, FL 34616 PHONE: (813) 464-3251 Utilization Permit #96-0500D April 29, 1996 Re: McDonald's @ Hercules Ave. & Sunset Pt. Rd. Driveway & Drainage Permit - (1/29/15/20) Dear Mr. Harris: Prior to the approval of the above-referenced Utilization Permit we respectfully request the following information: 1. Relocate the Sunset Point Road driveway 40' to the west (center line of driveway to center line of driveway) to avoid the overlap of an existing driveway to the east. .2. The proposed reverse curve concrete separator on Hercules Avenue must have a 500' radius instead of the 300' radius shown. The channelized concrete separators on the southerly driveway on Hercules Avenue, and the. Sunset Point Road driveway, are not necessary due to the concrete medians that exist in front of each driveway. 4. Please review the Hercules Avenue north bound left turn lane configuration as the separator conflicts with the south bound traffic. 5. Sheet SPA indicates the northerly driveway on Hercules Avenue having ingress and egress radii of 28.5'; while sheet SP-5 indicates radii of 35'. Please correct sheet SPA to reflect 35' radii. 6. Please provide a striping plan with sign relocations for Hercules Avenue from Sunset Point Road to Barrington Road. The plan should show a continuing north bound left turn lane from the McDonald's driveway to.Barrington Road. 7. Please provide locations of the four (4) existing driveways at the adjacent corner lot and Barrington Drive showing distances relative to the proposed driveways. 8. Please provide a study to justify the substandard left turn lane on Hercules Avenue. 9. Please identify the truck route used from the adjacent street and the driveways on site that would be affected by this route. Continued "Pinellas County is an Equal Opportunity Emplbyer" . Member-Pinellas Partnership for a Drug Free Workplace ?..? printed on recycled paper IT 1B ZI11ky 1996i BOARD OF COUNTY COMMISSIONERS CUMBEY & FAIR, INC. CITY OF CLEARWATER 9/11/96 1884 150.00 V Rev. Site Plan fee / McD's @ 1834 Hercules Ave. / 205B Republic - Checking Rev. Certified Site Plan / McD's @ 1834 Hercules Ave. `IT), C CLEAT, v'VA)-ER 96 iu E't_ 1iU.OC} c"InD; 150.00 +„ HNG .010 N29030 11.4"r-) E 150.00 FROM CUMBEY SIB FAIR INC. H A N D D E L I V E R E D 2463 ENTERPRISE ROAD CLEARWATER, FLORIDA 34623 813/797-8982,223-4333 TO: City of Clearwater Attn: Allen V. Mahan 10 South Myrtle Ave. Clearwater, FL 34616 FILE: 2058 DATE: 09/11/96 SUBJECT: McDonald's Restaurant @ 1834 Hercules Avenue GENTLEMEN: ENCLOSED HEREWITH ARE: SURVEYS FINAL MAP OR PLAT CONSTRUCTION PLANS PRELIMINARY PLAT MAP CONSTRUCTION ESTIMATE SPECIFICATIONS CUT SHEETS FOR: GRADING PLAN Enclosed is a check in the amount of $150.00 to cover the fee for the Revised Certified Site Plan for the McDonald's at 1834 Hercules Avenue. PLATS 150.00 -- TnZl_, 199.99 CHCK 1.i"10.00 9000F 1 1t' 0SEP 3X q6 WIti1v--eel IINE 05 fax copy to: Jim Dunkle - McDonald's Corp. YOURS VERY TRULY CUMBEY & FAIR INC. BY P.J. Shah, P.E. s??•? CENTRAL PERMITTING DEPARTMENT a 10 S. MISSOURI AVENUE 996y-??o? CLEARWATER, FL 34616 Telephone: 462-6567 - Fax: 462-6476 APPLICATION FOR SITE PLAN REVIEW Applicant (Owner of Record): McDonald's Corporation Phone:813 ) 287-5559 Address: 4830 West Kennedy Suite 395 City; Tampa State: FL Zip: 33609 Representative: Richard D. Harris, c/o Cumber & Fair, Inc Telephone:_ { 813 1 797-8982 Address: 2463 Enterprise Road City: Clearwater State: FL Zip: 34623 Preparer of Plan: Richard D. Harris c/o Cumbe & Fairprofessional Title:Proiect Manager Address: 2463 Enterprise Road City:Clearwater State: FL Zip: 34623 Telephone: ( 813 ) 797-8982 Title of Proposed Site Plan/Project: McDonald's Clearwater - Sunset Point Road / Hercules Avenue Parcel Number: _ 1 / Z 9/ IS /- 000 D/ 830 / D 11General Location and Address(if known) of Property: Northwest quadrant Sunset Point Road / Hercules Avenue intersection Zoning: CN - Commercial Neighborhood Land Use Plan Classification: ROR Existing Use of Property: Vacant Proposed Use of Property: Restaurant If variances and/or conditional uses are involved, explain (if more space required attach separate sheet):n/a YOU MAY BE SUBJECT TO A PARKS AND RECREATION FEE: City Code of Ordinances, Secs. 54.01 - 54.35 requires 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? No if yes, explain how and when: Assessed just value of property (attach verification): Most recent sales price (attach verification): $90,000.00 As of (date): Your Fee for this Site Plan Review is $ 450.00 . Please submit that amount with this completed application. The applicant, by filing this application agrees to comply with Section 43.21 of the City's Land Development Code. THAT SECTION IS ATTACHED FOR YOUR INFORMATION AND COMPLIANCE. Signature*: r G (Owner of Record) lc ar arrls, P.E. Pro j ect Manager 'If the application is signed by an Individual other than the property owner (e.g. the representative), please attach a statement signed by the.property owner authorizing this Individual to sign the application. 1) THE SITE PLANS MUST BE DRAWN WITH THE NORTH ARROW TO THE TOP OF THE PAGE. 2) THE SITE PLANS MUST BE FOLDED TO NO LARGER THAN 9" x 12". 3) SITE PLANS SUBMITTED SHOULD BE LIMITED TO ONE PAGE IF AT ALL POSSIBLE. 4) SUBMIT 16 COPIES OF THE SITE PLAN FOR REVIEW WITH THIS APPLICATION. Revised 9/95 r FAX MESSAGE CITY OF CLEARWATER DEPARTMENT OF CENTRAL PERMITTING CITY HALL ANNEX 10 SO. MISSOURI AVE. P.O. BOX 4748 CLEARWATER, FL 34618 FAX PHONE - (813) 462-6476 OFFICE PHONE - (813) 462-6567 March 21, 1996 TO: Richard D. Harris. P.E., Cumbey & Fair, Inc. FROM: Allen V. Mahan, Central Permitting Coordinator FAX PHONE: 791-8752 MESSAGE: The City of Clearwater Development Review Committee Summary Notes of the Thursday, March 14, 1996 meeting are attached for your information and use. Please call if you have questions. Let us know when you desire to reschedule for another DRC review. The next feasible DRC date is Monday, April 8 at 9 AM with p due to this office by Tuesday, March 26 to allow staff review for that meeting. cc: TOTAL PAGES (INCLUDING THIS PAGE): Total No. of pages including cover page 5 9603tax3.avm I DRM60314.AVM Development Review Committee Summary Notes Thursday, March 14, 1996 Conference Room B, 10 South Missouri Avenue, Clearwater, FL Two items were discussed: 1. McDonald's at Hercules and Sunset Pt Rd (PSP 96-06) 2. Morton Plant Witt Parking Lot - Jeffords & Druid Rd (PSP 96-04) Results of the discussions were: I. McDonald's At Hercules and Sunset Pt RD (PSP 96-06): The DRC requested that the site plan be returned for further review with the following comments/ conditions applicable: A. Before the Site Plan can be certified, the applicant must complete the following action(s): 1. Show the following on the site plan: a. The property owner's name, address and telephone number; and the designated project applicant or representative and authorization for such representation if other than the property owner. b. Direction and coverage of luminaries and other side-lighting. c. Minimum turning radii for designated drives and fire lanes as 42 feet on the plan. d. All striping, pavement markings, signage and traffic control devices on the site plan conforming to F.D.O.T. Standard Indices-1995 edition and F.A.C. 14-110 (no 4" striping is to be shown). e. Dimensions of aisles, parking stalls, entrances and measurements for like plan features on the plan. f. ADA ramps for sidewalks. 2. Remove the OS/R CN zoning designation from the site plan. 3. Adjust parking stalls and/or driveways on the plan to the satisfaction of the Traffic Engineer. 4. Execute & record a cross-access easement/agreement linking the MC Donald's site to the northern portion of lot 1 including wording that the only access to the Northern lot will be from Hercules Avenue. 5. Complete the Dumpster Requirement Form including information on the re-cycling container as desired and return the form to the City Solid Waste Department. 6. State on the construction plan that the detector check should be DDCVA with the by-pass meter installed by the City with fee paid by contractor. 7. Reduce the 8" fire line tap on the plan to 6" at the option of the owner's engineer. 8. Pay the required Open Space and Recreation Assessment Fee with review by the Clearwater Parks and Recreation Department. 9. Reduce the height of the chain link fence to 3011 for the first 251. 10. Label the size of the force main with a note as to the method of installation. 11. Obtain an administrative variance to allow a 4.5' buffer width east of the southern parking area. 12. Re-design the traffic islands to include type E mountable curbing and marking to force the desired traffic flow on site. 13. Show all entrance driveways with radii and not tapers. 16. Provide a copy of the SWFWMD permit application and calculations to Environmental Management. B. Before the City can issue building permits, the applicant must complete the following actions: l.Obtain and furnish evidence of all applicable permits from other governmental agencies including but not limited to: (a)Pinellas County permit for work within the Right-of- Way to Engineering Services; (b)SWFWMD permit to Clearwater Environmental Management; (c)Pinellas County Public Health Unit Permit, Ingress/Egress and a 10 foot Utility Easement over the proposed water mains up to and including meters, backflow prevention devices and hydrants. 2. Pay the sewer impact assessment fee, based on the size of the water meter with assistance in determining the fee from Central Permitting/Licensing specialists. 3. Acquire clearing and grubbing and tree removal permits or a no tree verification form from Environmental Management. 4. Show the existing 5 ft. easement along the full length of the west side of the property. 5. Relocate the storm pipe and inlet outside of the 10 ft. utility easement along the south side of the site. 6. Design and show the force main from the lift station as a minimum of 3 inches in diameter with detail shown on the plans for the tie in to the city sewer system. 7. Design and show the water line across Hercules as a 6 inch ductile iron line in a casing. 2 C. Before the City can issue a Certificate of occupancy, the applicant must complete the following actions: 1. Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including ADA, and install sidewalk where none exists in the street right of way. 2. Visually screen the dumpster and provide gates with a minimum 12-foot clear opening to the front for access by Solid Waste vehicles. 3. Furnish as-builts and an engineer's certification to Engineering Services. 4. Pay the Transportation Impact Fee as called for by the Pinellas County Transportation Impact Fee Ordinance with assistance in determining the fee from the Clearwater Traffic Engineering Office. 5. Direct lighting from parking lot luminaries and other sources downward and away from residential areas. 6. Record the related final plat within one (1) year from the certification date of the final preliminary plat or prior to issuance of a certificate of occupancy for the site, whichever comes first to prevent expiration of the site plan certification. 7. Record an administrative lot subdivision. D. Complete the following actions as indicated: 1. Obtain the requisite building permits within one(1) year from the site plan certification date to prevent expiration of the site plan certification. 2. Obtain the requisite certificate(s) of occupancy within three (3) years of the site plan certification date to prevent expiration of the site plan certification. 3. Obtain review of and permits for signs and fencing/ walls through separate review and permitting procedures. II. Morton Plant Witt Parking Lot (PSP 95-04): The DRC requested that the site plan be returned for further review with the following comments/ conditions applicable: A. Before the Site Plan can be certified, the applicant must complete the following action(s): 1. Show the following on the site plan: a. Legal description of the property. b. Direction and coverage of luminaries and other side- lighting. c. Minimum turning radii for designated drives and fire 3 0 lanes as 36 feet on the plan. d. Dimensions of aisles, parking stalls, entrances and measurements for like plan features on the plan. e. Location of lighting fixtures in the parking areas on the site plan. 2. Adjust parking stalls and/or driveways on the plan to the satisfaction of the Traffic Engineer. 3. Calculate and re-verify the open space for the project in light of the apparent discrepancy from that area required. 4. Show all on-site lighting with 90-degree cutoffs directed away from abutting streets right-of-way and residential properties. 5. Show the location of the ADA signs on the site plan. 6. Be aware that the project is exempt from the City's Open Space and Recreation Assessment Fees. C. Before the City can issue building permits, the applicant must complete the following actions: 1. Resolve the stormwater treatment issues with Environmental Management. 2. Acquire clearing and grubbing and tree removal permits or a no tree verification form from Environmental M nageme t. 1 n V. Mahan, Coordinator, Central Permitting March 21, 1996 4 J C I T Y O F &/V icr Ilk C L E A R W A T E R POST OFFICE BOX 4748 CLEARWATER, FLORIDA 34618-4748 Offloe of City Afforney (813) 462-6760 Fox (813) 462-6426 Ms. Sue A. Murphy Rudnick & Wolfe Suite 2000 101 East Kennedy Boulevard Tampa, Florida 33602-5133 April, 30, 1996 BY FACSIMILE AND U. S. MAIL RE: City of Clearwater Open Space Impact Fee, Code of Ordinances Sections 54.51-54.55 Dear Ms. Murphy, After receiving your letter of April 23, I have reviewed the City's Open Space Impact Fee Ordinance as well as supporting materials and revenue/expenditure logs, and have met with Ream Wilson, Parks and Recreation Director and Scott Shuford, Central Permitting Director, regarding the issues you raise. It is the City's position that its Ordinance was properly and legally enacted and has been applied in an appropriate manner. Therefore, the City intends to continue to impose open space impact fees upon development falling within the scope of the Ordinance. In response to specific points urged in your letter, City staff is of the opinion that imposition of the fee meets the "rational nexus" and "rough proportionality" tests enumerated in Dolan v. City of Tigard. Contrary to your assertion, moneys received from the open space assessment are used only for the acquisition of real property to be preserved as open space, and are not used to provide recreational facilities. A separate recreational impact fee is used for that purpose. The imposition of impact fees and similar assessments upon both residential and commercial properties is common in Florida and has a valid legal basis in that the impacts created by new development are not limited to residential development. The objective referred to in the Ordinance of implementation- of the City's comprehensive plan, recreation and open space element, is not precluded simply because the plan also contemplates commercial development. In addition, as to the particular development application for a McDonald's restaurant at the intersection of to • "Equal Employment and Affirmative Action Employer' b intersection of Hercules Avenue and Sunset Point Road, it appears that the applicant has already paid the assessed open space impact fees without protest. Thank you for your inquiry regarding the Ordinance. Should you have further questions, please do not hesitate to contact me. Sincerely, Leslie K. Dougall- ' es Assistant City Attorney c: Pamela K. Akin, City Attorney Scott Shuford, Central Permitting Director Ream Wilson, Director, Parks and Recreation Department FAX MESSAGE CITY OF CLEARWATER DEPARTMENT OF CENTRAL PERMITTING CITY HALL ANNEX 10 SO. MISSOURI AVE. P.O. BOX 4748 CLEARWATER, FL 34618 FAX PHONE - (813) 462-6476-. - . . OFFICE PHONE - (813) 462-6567 April 10, 1996 ? v .t TO: Richard D. Harris. P.E., Cumbey & Fair, Inc. ; t 7 FROM: Allen V. Mahan, Central Permitting Coordinator FAX PHONE: 791-8752 MESSAGE: The Summary Notes of the Development Review Committee meeting of Monday, April 8, 1996 are attached for your information and use in revising your project plan for certification. Please contact us if you have any questions. cc: TOTAL PAGES (INCLUDING THIS PAGE): Total No. of pages including cover page 5 5 9903FAXB" m ,a CITY OF CLEARWATER CONCURRENCY REVIEW STANDARD FORM 1. Applicant Information: Name Richard D. Harris, P.E. c/o Cumbey & Fair, Inc. Address 9.463 l+n+ J sa Road Clearwater, FL 34623 Telephone (813 ) 797-8982 3. Type of Request: 2. Owner Information: Name McDonald's Corporation Address 4830 West Kennedy Blvd: Suite 395 Tampa, FL 33609 Telephone (813) 287-5559 Building Permit Annexation Site Plan Review: Land Use Plan Amendment a. Preliminary X b. Final Rezoning c. Certified _ Tree Removal Permit Subdivision Plat Review: a. Preliminary Clearing & Grubbing Permit b. Final Variance D.R.I. Conditional Use Other 4. Street Address/Location of Request: Northwest quadrant Sunset Point Road / Hercules Avenue intersection 5. Description of Request: Final site plan review a. Type of Use b. Number of Units (if residential) c. Gross Floor Area (if nonresidential) d. Proposed Size of Water Meter e. Gross Acreage of Site/Lot f. Size of Dumpster(s) Phase I Restaurant n /a 3,100 s.f. 1 1/2 1.47 acres 3-yard Phase II Phase III CUMRF..Y K F:ejP, INC. 24Aai.NT'ERr'RI EnOAE) cu-ARVVAjrRj rL '74oM-1796 (0111 797 8982 Clearwater (? 13? : ?3-$3?3 Tampa P?h•?Nf".tG FACSIMILE: TRANSMTTTA?L COVEn SHELT 0L1P,WIIIG A fi PACE (S) f ?:?TC T?[T?X::G 9"141.13 COVER SIMET. 11" AlTY FART OF THIS T?E:SIGA.GE TS R CE VED por)RLY Cl?{ MIS. ING, PLEASE CALL jr AT (213) 797-8?E-,2 A:a ti;1ON AS .POSS_BLZ. ,,fi?t ft?1y. ,j ? COP PAN 7 A41 12 4 FAX FROM N/010 JOB NO PItO.TF ('T IviiNlFrTM-_ t/'^?%•??r ff? ' OUR FAX NUMBER IS: (81') 7 97 -8752 1 Too In 2II?d qNv A3ghl ) i:SL9 IOLZ Ta` :QT 96, TT. fo ^^....'.' ?? !ILL I 4y': 1 1 ., ML. mil'- a w •? e't _ .. -.? _-..._ ? _ ? ..__ - - r ? ff F? ,n ? ?') 5eu ff 11.1 IV ?: I d d n ?L V1 d? t II? u u _ i !1 t i ;? ? r ?' u 1 II ' LJ If y Eb{' ?? ;Il?I11 -- ,i 1 _ ? 11 It i q+?d NGU.N3130 11 Tit tt f? -,?? ?? is - •{ !? i??'j'?? N ilk C a_ Q a EXHIBIT "EA" 7 i0 In HIVJ Q\?f -iTjh 1? 4 ?. tt t Ere', { i is iiEi! #• !E f ! I t I I ? ? ? R ?' ?6"=i ?_ ?? ? `? ? i ? ? ! ? ? . «,n.p.x{?siaa a 2 , ' it .......,.• ---??-- ? l om noh PoNo as ? t Y - --. - ? a I 11 i-M 4 i 11 ? I ? ? A ? ' fl +? Q /''L^? ii I t t {l ? _ t t? t i Il wn C ? •• { II , ..o i ` - - - - HERCULES AVENUE leg 11 C ?JD31_. •r EXHIBIT "D" (PAGE 2) TTn[ HIt'3 cl\F .?3f3Ii:7:1 17, ?.fi If, 7 ?'T 96 TT.fo PARCELS 4 AND 5: LOT Z M, V OAKS, AC t'kG TO 11K PLAT THCREQF AS NEC c?f'D?.,c? M PLAT 00 89, PAGE 1, OF a PUBUC MMS OF MUM CWNT(, FLMDA, LESS THAT PART OF LOT 4 SUNSET OAKG AS RECM D IN FUT BOOK 89, PAGE 1, P'U1 K= OF tMDJAa MKIY, FLOMA KM FUR11#Tt D6M8M AS VOL' Jti4"S; BEGIN AT THE :OUTi T CMkR OF SAID LOT 2; TONCE MM-16-V 100.00 FEE7 TO THE SOUTHWEST Mg? OF SM LOT Z THENCE ALONG THE VkST LK OF SO LOT 2, N001144'W $A FFET,.IriOCE LEAMNG SAID L K, N89'4591 M24 FEAT; TrOCE S89'06VE 17.75 FEET TO THE EAS1 LK, OF SAID LOT 2; THENCE ALONG SAM UNE W7"4A`E 7.50 FEET TO T!F PAINT OF 6E6>MK TOGETHER WITH Tt SOUTH 160 FEET OF LOT 1, SLAT MS, ACWRDNG T? TIE Lila bR PLAT Tfi,xoF AS PEA )N PLAT B()OK 89, PAGE 01, OF THE KRX it MS OF PNELLAS CiAATY, H;LMDA, EXHIBIT 1,D„ 0Tf)(?] I tI\? .\3t31?.1.=) ;S'S TO-;Q ?i 113 'TT-t,0 PARCEL 3: The east 60 feet of; Lat If SUN-DEa OAKS, according to the crap or plat thereof, as recorde4 in Plat Book 89, P490 1, Of that Pub-lie Records of PJinellaa County, Florida EXHIBIT "C" tiitp( 2iIE i (]iF I:T4iT4:l.) ;2 4 8 1G?.Q. ,i :C.1 96 -IT fCt PARCEL P Lot X , SUNSET 0".S, accor_ding to the map car plat thereof, as recorded in Plat 'Book 84, page 3, of the public Records of Pinellas County, Florida EXHIBIT "B" S'n1)Z HT'r,J tltF A3fiOD ??:? T6L.U fZ:9-T 96/TT/PQ PARCEL 1: LOT 2, SUNSET OAKS, ACCORUNG TO THE PLAT T?.EOF AS PXCZRDO Iq PLAT Btm!( 99, PAS 1, OF T f PIJSISC RECORDS OF PINEL AS CMTY, FUMOA, LESS THAT PART OF LOT Z SUNSET OAKS, AS REC IN PLAT BOOK 89, PAGE 1, F'tJ6 JC qMS OF FlNELIK COUNTY, FLORIDA MNG RF DFKRJM AS FOLI.On- BEGIN AT PIE SOUTHEAS3 C4t'NM OF SAID LOT 2~ THE14M N89U'16'W 1!X3.00 FET TO THE SiyjlHWM CORNER QF 50 LOT 2: Do(;E ALONG Tt1 14+E.ST LINE T SO LOT N0017'44?"p 5.86 FEET: THENCE LEWNG?S?AD ,L{iL?E. NE9'4-4'59'E 8124 FEET; TH94C E .;89*08916'E 17.75 FUT TO THE EAST tp LINE O SAID LOT 2; THDa ALCNG SAID LINE $0017'44"E 7.50 FEET TO THE PONT OF BEGMNG. Together with; THE. swm 180 FEFT OF LOT 1, SUNSET OAKS, AC ING TO 114E MAP OR PLAT IHMOF AS PECt O, IN PLAT BOOK 89, PACE 01, OF THE PUBLIC REMS OF PNaLAS COUNTY, FLORIDA. EXHIBIT "A" Ltr(j(n tITV4 GTK I3gIi.7:? Z?L9 T6LZ ti: 2-'T 96- TT, f0 ACKNOWLEDC.M» - McDONALD`fi STATE O ILLNOIS ) S'S: COUNTY OF DUPACE ? 1. Ellea L. Loess. A No'azv -Public :a and for thi. rnunty and state af?reca+?ti DO jTI RDRY f:ER'I'"FY that Jn:Pph R. Theban, AsF{sratt ;%ioe Frtsidr..tt of McDonald's Corpraardra, a Deta-are rncratYon, whn is personally k-nowrl to mr, rr, ba the same perman chose name is subarsilied to the foreFoiag In;ttvr ,,nt as such "4n--tcwt Vine President IppeaYed rao this 6av in pe7-44)n acid a;knr.w)edped that he signed, :Paled. Pmd delivered the said ins-c umuDr L3'? frPP and V01UntAS:y Ac.L M such A mBtant `fire f'rasAcat Ind as the fr'e. arA vob3ntary art of said mrporatiori for the uses raid pnrgnse:, Lherein aet forth. ,S'riven under my hsT:d and nr,Larin! Ara), this April 4, 1395. r,•- ?? r y = Y ?`Y ?!l My rommissicin expims May 30, ) 99'1 AiotaryPuolic OTAR,Y -' - ACKNOWLEDGMENT -1NDIVIDUA1L STATE OF ) ? SR: COUNTY OF I, , a Notary Public in and for the county and state aforesaid, DO 1-1KKEBY CERTJJ'Y that _ wad of _ wbn (is)(arH) permns.31y known to me to to the same p---mon(A) Whose namta(a) fir} era} subscribed to the foregoing insirumem appeared before rue this Day in p-rnnn and ecknnw)edgnd that ( 0she)(they) s:gued. ser_ed Hnd de&P.red djt :?a:d :,n ttllmr`nt. AS (LL:)(4tur:(theit'i fTCy and v;luntasy a°or the uses and pu7yoSes tl3e*vir, sc t. fez rh- (iii=en under my hand a.ud notarial zeal. this _-n day of 19 Nutury Public My commission expires q,QU OW)LEDGAiENT- CORN)RATE M'.ATF OF ) } SS: COUNTY OF I, _ _ at Notary I'+Shac. in and far the cnunty and state aforesaid, DU HERESY CDR= that PT-Rieleat Zu,d Secretary of a(z) corporation, who is personally 'fn(.,wn to n,r- tr) be the pers«n Whome r tiarr_e is subscribed to the for:'goipg 4L-uturnmt as s tc} 1?- e=iclert, tsppt;a,red lu;f9re. me this day in person and arknf?wi?aged brat they aigne& SAAAd and delivered the said in-mmont tiu their free and volar -wy acv, as such P:eMeut anal S?--cretary respectivel and as the fxee aad vo;uataxy act of said enrrorat)oA for the uses and purposes therein yet forth. Given under axv hwd and notarial seal, this day of_ _ i 'I Notary Nblic My cnmmisainn expires L :%RELE0A.0WQ R0000S±EL4ESS1ACfeN0 G.000 6ii1-1 f8 MvH (11?E Aat 0.) 2-:S T13LZ rz:c-l 96 TT:I-(') TO 1:.*4DICATE lliEIR CONSENT "r0 T141S AGREEMENT, Giantor.rrrd C-wq-ze, or their authorized representatives or of=ficers, have signed this document_ GRANTOR: I,_ Jarrres Parham Carnp;my BY:- ATTEST: BY:__?_ WITNESS: [t.4t"?TEE: McDOINALUS CORPORATION ,T6, R. Thomas Asst- Vice President A'1'I'EST: t< l?, By:'4V-? K at Meen .?4, Kuta, Staff I irettar WITNESS; A1Ca.?t[yl}m ?er? ????? J.sn+-e Mayfield (ATTACH ACKNOWLEDGMENTS A-NID F?JUBJTS A, B, C., D & , E) Exhibit A. legal description of Grantee's property Exhibit B: legal description of Grantor's property Exhibit C- legal des.cripbon of ingress/ept-ss easement Exhibit D: legal description of ingress/el ss easement Exhibit E: sketch of ineress/euress (curb cur) Prepared by and Rehim to., Denisc. Snm - Senior Legal Assistant Da,velopmeni Team Ugal Department McDONALD'S CQRPQRATION 711 Jorie Blvd. Ol & BrLY-1k. Illinois 50521 `TAWMMI44fF' STANi?}: 4 m".(n HIFd clot r?'L ' 78!.Q, fiC, ='t P6 TT- f0 will detcod told indemnify Grantee against all lawful. clainns, and that Gras;, hall and may Naceably have, hold and enjoy the easemenir. 7. RUNN ING OF RENLFITS AU pro?7sioms of this irlgmmem iIcluding €he i>?rtefitfi and hur&.ns, nIn xvith the land and are. f"ltrvt!dng° Upot: and Lnurt-- to the ?Y"T' ftt of the 110m atrssisr's; bccnsees, irlvit, vs, successors, tc.-nants, employocs and per'Soml. representatives of the parties. 8. DEFAULT If there is a failure by either party to pet corm, fulfill or cit serve any agr ,e-merit contained withki this Easem?nt: A4Tertient, to fie perf orme-d, fulfilled or observed by it. continuing for ,Nrty (30) day's, or in s;ruadons involving p teri ial danger to Late hE:Fdth or safe Eqr of. persom; in, on or about or substantial detenorabon of parcel 1 or Parcel 2. in cacti case alter w- itten notice, the other party may, at its election., i tl-t'e such f3ilult or breach on > rIIaE of the defuLdd-ng panty. Ally arziowit wNch L, e party so Electing Shall i.xpend for such putjwe, or %Vnich. ?ht?l t???erv??ise be, due by r..ithe, party 0) the other, Shall tx' paid to Te_ party to whon3 due on demand, is ithout Contest. upnn delivery of its ulvoicen, together vAth i-Iferest at the io?ti zt of (1) the rate of ten. percent (10%) per anr:uM, or f yhC MaaimUm rate permissible from time to time under applicable law, from the date of the expendiium or iher dale whe.a it shf l have, tn,.coIZme due to the clam.. of payment in full The provisions of Ellis paragraph shall be 41 idl respects ubje is and 5ubo,,diuaIe to the Ilea of any rnonga.gei or (feeds of Tlst at any time or from tir:e to time on tkie land of the defaulting party and the rights of the holder or holders of any mortgages or de-eds of tnist. 9. COrvSTRUC`I-ION The rrle cf strict consMuction d,.-N--.s not apply to this gant_ 'Mis grant sh,-W be given a rcasotlablF' cotta cftiin so that the intendon of the parties to Covey a ?:?illt!75er1 Tally vsal,le right of :?t?joyrnettt to Gratrte is carved out 10. NOTICE Gnmtor's address is 97,C) First Avenue South. Suite 201, 5t. Petersburg, Korida 33701 and Grantee's address is Mclaonald's Corporation, Development T'eaml7.Aega.1 Depa=ent, tale 11&Donaldi's Plea, Oak: Brook. Illinois 50521. alter, ion: D r'ertor, l v I ?pme, t Team! e-gal rjr-anart3ncw. Any party may lodge. w-Mten notice of a change of address. Ali nodcet: shall be sent by centred ;tail, return( reccirt. requt'sted, to the addresses pmvideri for in this paragraph and shall he deemed given when plated in the mai_t. tpt) 01 HTET tI"?F i38t;-l..i ;5'LR T6L.9, S:Z:CT 96- TT- t-tl it,, cosus, the parties failing to pay LS:eir s11 -e n1 +_y, :A the Grantee' discre.tirJr, have a lien for unp-wd costs placed upon the: ti0c to their prvpe.rty by the Crantee mcordinL a tic;n claim and notdce. Nom-+stwidiri- ;bh4 a,':_,resajd, a-tabilenance o tli;, ezscr Iem area and costs a,.smiated thereto. will b^ t_i;e re.pc,ncibility e?°Grantee -ni6i such ti. a as Gia:-itor's remab'zing pm)pane is developed 2. INTGRESS AND EGRESS EASEh1jN.'F Grantee grants arlrl conveys to Grantor a Ponce .:elusive ingress and egress ersz,}e*.nent over and acrrlss the driveway-, and curb cuts, as they may exist from timca to time, river upon. and acro,^s Parcel 4 and Parcel. 5 described on Exhibit D, att-Mied 3. SIGN F.A:SEXTENT Grantor grants to Grantee a perporual, non-,exclssivc c s-s.--nycn( izppurtenivit to Parcel I, for The 1?n)t>•?5V , iii; allill operating. TtaintaiDing, repairing, TtplaziiTig and rent whng dirmional si?grif ant' V related utillti6,: over. above, along, under, in and across Parcel 3 deseribed in Exftibit C, attached. The location of the ?Setileni 111;?y, as to the, tltllides selving he sip. he modified t`iy Crrrmtz _1r with he consent of Grantee, which congent. shall not be +lttreaSbzzably vrithtteld_ provided there is no intem)ption of service to Gr-agtee and provided Grantor is rc.s xansible for all related cost 4. USE OF EASEZt2ENT AREAS Granicc will have the right of ingr-ss and egress aCTo5s Psi'C{'i 2 for any purppSe gtiirite-d and n:ch ip tees and egress will be exercised in a masonablc manner. SAT;etc Grntr;e's faia]i ?Q Have bceT1 ipstallef-l. 'o tees, ?V'Tmalient builftigs or other suvc:axps shall i)e placed ir, or allowed to encroach Upoll zht:: easempn:ts, and no t:httngo of ode P_ ovation or any excawadon shall be fv-?rfomied w- hoot t riot V,xitten approval of Grantee, w Jch 4iproval shall not b+. unreasonably withheld. However. the easement tireas may Ix: used for landsc-aping or otrier pwTr, ses il1At do 1101 then or later interfere with the graj1te41 easemcrnt uses. 5. ADDITTONS TO DOM11XIANT nENEIENT Tnce erg,;.irze-nt5 shall also be appurtenant to vny land t1Tar may hereafter came into common. Ownership with Parcel 1. An area physically separate from Parccl i but. hav?rtg access to it by means of public trays ar private easeine.nts. rights or lirem;s is de{rued to be conaeuous to Parccl 1. b, WARRANTIES O1='TITLE (7r::nt,ar wwTxits that Grantor ha.a gN-xI and iald°fC.3 iblP I'ei, simple twe to die c 'vcru tit m- m. ses, that. Grantor has the Nil right and IaNvilil autlijrity to grant, these, ?a.5em nts, that Grantor 2 ?'nni { IIIEd !i..K .t3f?Iti.?J %^JS' T6Layy %v ' T 96, TT'fO Clearwater, rlorida Hercules Avenue & Sunset mint. Rwd LJC: 009-1461 THJfi l A FItCFPVT .ryt;N?:ln'ti,1F`r"t'. r_(:;tlerl Aprd 4, !996. is lrtkvYen E, Jamesf?arhaam U*inp,any, a t lorida Corrnr'rtinn ("Grantor") wnu lVeDON AO-D'S CORPORATION, a Delsi are corporation ("fir ;cite"). The f6lioAing staIet7 ents are ,a miterisl hart of d"Us kii einent: A. ^xr Tite.c is, or VIM laci at tltc tiruc of m1cording of this doi": ment, the ovmer cjf l-;;trc'' t d(:,Srrib(A in rx:r bit A. attacNti B. Grantor is Ibe owner of Parce! 2 des&,I.x d in Exhibit. B, V.arltc'd. G. Grantor xishes to -rant, and Grant: xishes to receive c;-rta:m ?.a cinents ovt»r, under and across Pared. ?. Grarutz wishes to ',rant, and Gr-witor wish;.,, io mceivir certai.?t easements over, under and across Parcel 1. Tl- E'REFOi?-E, in c,', sider bon of -ITN AiN I NOilWTHS DOLLARS ??lu.i:t{!} and otter v l,i;able c'tlilsidIvmtioll, tlae nxCIrt al)d 5ufTt: mcly of which arv acb-towiMccd air- fol iv irg. Z^t':1.llls, agrcemunts. cf.vmanrs and M1tY1CU1-1 -arm m r),% 1. NI GRESS AND EGRESS EASEMENT Gr%:i4o, grarsts and conveys to Grantee a perj' temd, non-cx0tisivc case: pm for wir.ir`r 0lar ard. ped st an. ,press and tigress to and from Parcel 1, apptii;Inant to Parcca 1, over, ijpart aCrrs:?- Rtrcel 3 descrih in Eyahjbit G att.ached. Grantor }-rants Gran ee dev6oparuent right, :vitlt this ezise.-r,ert which sha t-_ de.4clc:p. according to Pinellas Count C +:xi:; end lzcgt?ta?.or,r?. l`tulitie? scic-h as rlectt r power?in;s. st per and eater lines. and siorm drairwe tine.; -may ix, planed cvkhLn thc bK)und.nri;,s of th-, Easement area, mly if exiending any ti lities un The =public rights-c 1'<•ay is not avadlable. and qt< lono acs the utilities do not d;smpt the ingress and eg, s to and frrln Grantor's or Gr-tmze:.'S T;ie piety installs-18 t1!' xpi-u-Irm ; any utjh v shall tic resYx:,miZ,lc for rcpaid-ng the easement area in it,.; origirtal conditint, ror ivre c and P.gr?ss use. Grantor fuiVier ackiinwiedges and asrees that Qrantor.'s curb cut onto Merculf,,s ?%venue, shown cross hatched or, ExIiibit E, ,011 be Cramcsr .\' sole acct ss to TjET?:t1ji_s H.V.°i1L.i;. t3ranfor aTid Grantee, rtta :gay other NnY sun=.cy gently granwd Va e right to use Par,?,?t 3 by F t,ranfrj or Grantor's. theirs. guccessors or assert:, sbali cha : uqudly Vic rcasona-ble cost of maint?in4n,;;, reipAriing and renewing the surf vu e of the easr.ment rarei. Gi?ttU>>' sfta7l xx rr.,??rtciblw. fbr st:pLr% is,li,j4 the rauipteljance and repair of'thc ui3..scment zama. if Gramm faiiS to mi ,et WAritr/it,- rrii?t?r:,til:iiii¢s, rit'at7tee rt}:ty mbintain and repairrhe easernenr ama ;;jtil hit' t Traitor anti .Ai other mem, ft.-,r its costs_ If Cram ree is not r i bn ,r;ed v.+mir: illirt-y (.30" di vs ftr-L 0,C da'! of biding for iittt?i cIF'r3 Q\ 13Iti_?"t Z?d.fi [('_'!. r.% ?L 9 6; TT't 0 l y 1 3/"', ? CITY OF CLEARWATER / Interdepartmental Correspondence TO: Ream Wilson, Director, Parks & Recreation; Don Meerians, Assistant Traffic Engineer; Bob Maran,CE IIl; Mike Quillen, Environmental Engineer; James Goodloe, Fire Marshall; Steve Sarnoff, Central Permitting Specialist FROM: Allen V. Mahan, Coordinator, Central Permitting Z"O"a/ SUBJECT: Final Site Plan for McDonald's at Hercules & Sunset Point Rd.(SP 96-03)-4- COPIES: Scott Shuford, Central Permitting DATE: April 15, 1996 Attached is a copy of the above described amended site plan submitted on Wednesday, April 10, 1996 for re- certification. Please refer to the attached DRC summary meeting notes of April 8, 1996 addressing conditions of approval required by D.R.C. for this site plan. 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. Your assistance in preparing the plan for an April 19 certification will be appreciated. Thanks. AVM/avm. SPF9603.AVM Comments: (by whom and with date, please) CITY OF CLEARWATER Interdepartmental Correspondence TO: Ream Wilson, Director, Parks & Recreation; Don Meerians, Assistant Traffic Engineer; Bob Maran,CE III; Mike Quillen, Environmental Engineer; James Goodloe, Fire Marshall; eve Sarnoff, Central Permitting Specialist FROM: Allen V. Mahan, Coordinator, Central Permitting SUBJECT: Final Site Plan for McDonald's at Hercules & Sunset Point Rd.(SP 96-03) COPIES: Scott Shuford, Central Permitting DATE: April 15, 1996 Attached is a copy of the above described amended site plan submitted on Wednesday, April 10, 1996 for re- certification. Please refer to the attached DRC summary meeting notes of April 8, 1996 addressing conditions of approval required by D.R.C. for this site plan. 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 whom and with date, please) Your assistance in preparing the plan for an April 19 certification will be appreciated. Thanks. AVM/avm SPF9603.AVM APR 17 1996 CENTRAL PERMITTlING CITY OF CLEARWATER ! DRM60408.AVM Development Review Committee Summary Notes Monday, April 8, 1996 Conference Room B, 10 South Missouri Avenue, Clearwater, FL Three items were discussed: 1. McDonald's at Hercules and Sunset Pt Rd (PSP 96-03) 2. Computer City, 96-02) 3. Randy's Re-plat of Block Four, Pine Crest (SUB 96-01) Results of the discussions were: I. McDonald's At Hercules and Sunset Pt RD (PSP 96-03): The DRC approved the site plan subject to the following conditions /discussion: A. Before the Site Plan can be certified, the applicant must ` complete the following action(s): 1. Provide a draft cross-access easement/ agreement linking the MC Donald's site to the northern portion of lot 1 including wording only one access to the Northern portion of lot 1 will have only one access to Hercules Avenue. 2. Provide a reference on the site plan that a cross-access easement agreement will apply noting how it will affect the two sites. 3. Note on the site plan that the only access allowed onto Hercules Avenue will be the one through Lot 1. 4. Pay the required Open Space and Recreation Assessment Fee with review by the Clearwater Parks and Recreation Department. 5. Show pavement striping in the Hercules entrance to control traffic entering the site to the satisfaction of the Traffic Engineer. 6. Remove the triangle with the Keep Right sign from the southern site entrance. 7. Apply for an administrative lot subdivision with the property owner's disclosure included. B. Before the City can issue building permits, the applicant must complete the following actions: 1. Obtain and furnish evidence of all applicable permits from other governmental agencies including but not limited to: (a)Pinellas County permit for work within the Right-of- Way to Engineering Services; (b)SWFWMD permit to Clearwater Environmental Management; (c)Pinellas County Public Health Unit Permit, i y r Ingress/Egress and a 10 foot Utility Easement over the proposed water mains up to and including meters, backflow prevention devices and hydrants. 2. Pay the sewer impact assessment fee, based on the size of the water meter with assistance in determining the fee from Central Permitting/Licensing specialists. 3. Acquire clearing and grubbing and tree removal permits or a no tree verification form from Environmental Management. 4. Show the existing 5 ft. easement along the full length of the west side of the property. 5. Relocate the storm pipe and inlet outside of the 10 ft. utility easement along the south side of the site. 6. Design and show the force main from the lift station as a minimum of 3 inches in diameter with detail shown on the plans for the tie in to the city sewer system. 7. Design and show the water line across Hercules as a 6 inch ductile iron line in a casing. NOTE: Condition C1, below, requires an approved administrative lot subdivision within 15 days after the issuance of building permits. Failure to provide such administrative lot subdivision will result in the suspension of any building permits issued. C. Before the City can issue a certificate of occupancy, the applicant must complete the following actions: 1. Provide an executed copy of the an administrative lot subdivision not later than 15 days after the issue of building permits noting that failure to provide such document will result in the voiding of such building permits issued. 2. Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including ADA, and install sidewalk where none exists in the street right of way. 3. Visually screen the dumpster and provide gates with a minimum 22-foot clear opening to the front and to the re- cycling container for access by Solid Waste vehicles. 4. Furnish as-builts and an engineer's certification to Engineering Services. 5. Pay the Transportation Impact Fee as called for by the Pinellas County Transportation Impact Fee Ordinance with assistance in determining the fee from the Clearwater Traffic Engineering Office. 6. Direct lighting from parking lot luminaries and other sources downward and away from residential areas. 7. Furnish a copy of the recorded cross-access agreement to the Zoning section in Central Permitting. D. Complete the following actions as indicated: 1. Obtain the requisite building permits within one(1) J - ~ ` M year from the site plan certification date to prevent expiration of the site plan certification. 2. Obtain the requisite certificate(s) of occupancy within three (3) years of the site plan certification date to prevent expiration of the site plan certification. 3. Obtain review of and permits for signs and fencing/ walls through separate review and permitting procedures. II. Computer City (PSP 96-02): The DRC approved the site plan subject to the following conditions /discussion: A. Before the Site Plan can be certified, the applicant must complete the following action(s): 1.Identify and distinguish between the new and existing buildings and driveways as well as other features on the plan. 2. Show the date(s) and condition(s) for approval of variance(s)/conditional use approvals by the Planning & Zoning &/or the Development Code Adjustment Board(s). 3.Obtain a Significant Change of Use Determination from the FDOT per Florida Statute 335. !. Provide a copy of the SWFMWD permit application and calculations to Environmental Management. 5. Be aware that the project is exempt from the City's Open Space and Recreation Assessment Fees. 6. Obtain FDOT approval for any change in access to site. 7. Re-design the on-site stormwater drainage system to the satisfaction of the City utility engineer to balance the system between the southern and northern branches to prevent overloading the southern portion. B. Before the City can issue building permits, the applicant must complete the following actions: 1. Obtain and furnish evidence of all applicable permits from other governmental agencies including but not limited to: FDOT permit for work within the Right-of-Way to Engineering Services. 2. Acquire clearing and grubbing and tree removal permits or a no tree verification form from Environmental Management. 3. Revise landscape plan to rearrange trees and include additional shrubs as per City code. C. Before the City can issue a certificate of Occupancy, the applicant must complete the following actions: 1. Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including ADA, and install sidewalk where none exists in the street right of way. 3 P r or-/Q? c--4 L- comsew.mc STANDARD DRC REVIEW COMMENTS DRC Meeting Date: March 14, 1996 Project Name: McDonald's a Hercules and Sunset PL Type of Action Requested: DRC Review and Comment Document Name: COM9603.DRC A. Prior to re-submitting the site plan, the applicant must accomplish the following: 1. Show the following on the site plan: _a. Legal description of the property. b. Gross and net site area expressed in square feet and acres. c. Number of dwelling units and hotel units proposed and the resulting net density. d. Floor area devoted to each category of use. e. ?f. The floor area ratio. The property owner's name, address and telephone number; and the designated project applicant or representative and authorization for such representation if other than the property owner. -g. Perimeter landscape buffer of feet along Right-of-Way. h. Parking formula calculation for each use. i. Locations of all driveways, parking areas and curb cuts. ?. Existing alleys and the extent to which each must be vacated. ' Location and screening of all refuse containers. 1. A minimum of 10% of the lot area as a ground level amenity area with the size of the area included in the site data table. ?. The parking required for all proposed uses as per the Urban Center Coro (UCC) allowances. n. Direction and coverage of luminaries and other side-lighting. o. Extent of the intrusion of the project into the air space of surrounding properties not a part of (the project). _P. All protected trees by size, species and location. > _q. Total paved vehicular use area and total Interior landscape areas expressed in square feet and as a percentage of the overall site in the site plan data block. _r. Proposed utilities, stormwater retention and 50' perimeter contour elevations;,. _s. Truck delivery routes noted and addressed in accordance with the Pinellas,County Metropolitan Planning Organization Ordinances. 2. Calculate and re-verify the open space for the project in light of the apparent discrepancy of SF from that area required. 3. Identify and distinguish between the new and existing buildings and driveways as well as other features on the plan. 4. Identify changes to the site data table resulting from the expansion. 5. Show all contiguous streets & roads. 6. Show the front yard open space also as a percentage on the plan. 7. Show on the plan a fire department connection a minimum of 15 ft. from the structure, adjacent to a paved drive and within 30 ft. of a fire hydrant assembly to provide for sprinklers. , 8. , 'E_, VV_, side of the structure Locate on the plan minimum 20 Ft wide (a) FIRE LANE(S) on the N _ beginning not closer to the structure than 10 feet. 9. Show minimum turning radii for designated drives and fire lanes as 42 feet on the plan. 10. Locate a FIRE HYDRANT ASSEMBLY on the plan not more than 300 feet from the structure at 11. Show on the site plan the installation and maintenance of uniform traffic control devices at appropriate locations in accordance with the standards set forth by the Manual on Uniform Traffic Control Devices as adopted by the Florida Department of Transportation under Rule 14-115.010, Florida Administrative Code. XX 12. Show all pavement markings and signage on the site plan. - 13. Obtain a perpetual parking lease to run with the land !n order to obtain and ensure that the additional required parking is available to the site as its use Is presently being proposed under the applicable land development code. 14. Show all striping, pavement markings, signage and traffic control devices on the site plan conforming to F.D.O.T. 1 Standard Indices-1995 edition and F.A.C. 14-110 (no 4- striping is'.tc 15. Show dimensions of aisles, parking stalls, entrances and measurem n e plan features on the plan. 16. Depict all required parking lot interior areas on the plan by shading 1 t, itching. 17. Show all pavement markings,signage and traffic control devices o I 18. Adjust handicap spaces to meet governmental standards. :i 19. ndicate the location of lighting fixtures in the parking areas on th i ?) 20. ow all on -site lighting with 9"egree cutoffs directed away from n ? right-of-way and residential pr rtiea. 21. Refle the se of raised curbs or protective timbers on the site 1 aterior landscaped arms abut . w pavem t. 22. Obtain furnish evidence of air rights lease/ agreements with rrpunding properties. itional A. ments ?i. B the Site Plan can be certified, the a\forthe complete the following l ' `,.iii' ?1. Display the site address on btaining assistanoe as need frohm. ,responsible Zoning Customer Service representative in ecorrect address.; it 2. Limit the site plan to one 3. Legally record a Unity of Tect site and furnish proof- 4. Show the date(s) and conda l of variance(s)/condid 4 Is by the Planning & Zoning Wor the Development Code Adjustment ard(s), including, asap '01' varianoe from the Flood Board for construction within 18 feet of a seawall. 5. Adjust parking: stalls and/or driveways on the Ian to the satisfaction pli .Tftiyffic Engineer. si>?e pitiriW `f 6. Show all pavement markings, signage and tra control device a* dp hp, 4- 7. Adjust handicap spaces on the plan to meet gov ment standard:. 8. Show on the site plan the installation and maintenan of uniform traffic control dev: es at appropriate locations in accordance with the standards set forth by the al on Uniform r dfic ` ? ? Devices as adopted by the Florida Department of Transportation under Rule 14-11 010, Florida; ' min stiatiy' Code. F?, Jt?? 9. Obtain a Significant Change of Use Determination from FDOT ' 'r,Jioii4a §titQt9 335. 10. Execute a cross-patkiit/aocess easement linking the McDo ds si? nor!h portioh of lot 1 . 11. - Indicate the location of lighting fixtures in the parki areas on 0e site'pian. 12. Sall on-site lighting with 90-degree cutoffs directed away fro ibutting,streets,rightof-way and residential properties. _ 13. Show all entrance driveways with radii and not tapers. 14. Show dimensions on the plan for measurements of aisles, parking. and-.entrances. 15. Address and resolve the need for right turnAeft turn auxiliary lanes and ' queuing for traffic rata to the , project. ? 16. Provide a copy of the SWFWMD permit application and calculations to Envir mental Management areas 17. Reflect the use of raised curbs or protective timbers on the site plan where It erior landscaped abut pavement. 18. Depict all required parking lot interior areas on the plan by shadlo ar'cross-hatchin L 19. Show ADA ramps for sidewalks on the site plan. XX 20. Complete the Dumpster Requirement Form and return it to the Cf? SoPd Waste 'DBpartm t. XX 21. State on the construction plan that the detector check should be D664 wijh the by-pass meter , i stalled by the City with fee paid by contractor. 22. State on the plan that the 6" fire line tap to the 12" City water line is fo state %N6 tap" so that Utility ?j Accounts will know what fee to bill the contractor. Show backflow device(s) on plans as RPD. Show all proposed utilities, stormwater retention/detention systems and 50` perimeter contour elevations. Have the final site plan signed and sealed by a Professional Engineer registered'iri the State of Florida. )0( Pay the required Open Space and Recreation Assessment Fee with review by th', a arwater Parks ' i anJRecreatl p artment. if i ell. r 27. Note that the project Is exam from the City's Open Space and Recreation , s ? ant Fees. S. Wrnrrmermta: ,1 l,h .. I I 1 ? XX ? administrative variance to allow a 4.5' buffer Iwidth of parkl% I C. the Cissue building permits, the applicant must complete the tolkrwingrac 1 ?. IL XX 1. Obtain and furnish evidence of all applicable permits from other govemme^;I agencies including b not limited to. ' ' I (a) Pinellas County permit for work within the Right-of-Way to Engineenng' pi. Tvi ; ,i(b) SWRVFMD permit to Clearwater Environmental Management; I_;i';;i IE, I!I? X_(c) Pinellas County Public Health Unit Permit, Ingress/Egress and a 10 foot Utility Easement over the proposed water mains up to and including meters, backflow prevention deviqes and Fnydrantg,: _XX 2. Pay the sewer impact assessment fee, based on the size of the water meter v 6'' assistance in determining the fee from Central Permitting/Ucensing specialists. r . _XX 3. Acquire clearing and grubbing and tree removal permits or a no tree verification form from Environmental Management. Additional Section C. Comments: r I? show the a dit 5 ft. easement along the full length of the west side of the, proper Rebcate the storm pipe and Inlet outside of the 10 R utility easement along the south side of the site. The force main from the lift station Is to be a minimum of 3 inches in diameter and a detail shown on the plans for the tie in to the city sewer system. The water fine across Hercules can be a 6 inch line but must `bei'ddctile,.`Iron in a casing. i f ! II D. Before the City can issue a Certificate of Occupancy, the applicant must complete the fClicMitng actloris / 1. Bring all substandard sidewalks and sidewalk ramps adjaoent'to or a Sway. of-the project up to standard, including ADA, and Install sidewalk where none exists in the street right of way. I: Have the City install backflow prevention devices with the owner/applicant. parkng all applicable fees. F?r4 . Obtain appropriate signs, fencing and/or wall permits through separate permitting, processes. .Pay the Transportation Impact Fee as called for by the Pinellas County Transportation Impact Fee Ordinance with assistance in determining the fee from the Clearwater Traffic Enginegring'Office. 5. Visually screen the dumpster and provide gates with a minimum 12-foot olear'opefnino to the front for access by Solid Waste vehicles. 6. Direct lighting from parking lot luminaries and other sources downward and away from residential areas. 7. Furnish as-builts and an engineer's certification to Engineering Services. 8. Record the related final plat within one (1) year from the certification date of the final preliminary plat or prior to issuance of a certificate of occupancy for the site, whichever comes first to prevent expiration of the site plan certification. E Complete the fotlowhV actions 88 IrAcsb&* ?C i 1. Obtain the requisite building permits within one(!) year from the site plan certification date to prevent expiration of the site plan certification. . Obtain the requisite certificate(s) of occupancy within three (3) years of the site pian certification date to prevent expiration of the site plan certification. " i 3. Obtain review of and permits for signs and fencing/walls through separate review and permitting procedures. Additions! Section E "merits lit 1 r? at_ II. i i Standard Indices-1995 edition and F.A.C. 14.110 (no 4' striping is'.f i 15. Show dimensions of aisles, parking stalls, entrances and measurem n ' plan features on the plan. 16. Depict all required parking lot interior areas on the plan by shading e; ing. _XX 17. Show all pavement markings,signage and traffic control devices on ' 's 18. Adjust handicap spaces to meet governmental standards. 19. Indicate the location of lighting fixtures in the parking areas on th ;'• " 1 t+ i 20. Show all on-site lighting with 9D-degree cutoffs directed away from tit n [y right-of-way and residential properties. 21. Reflect the use of raised curbs or protective timbers on the site I dor landscaped areas abut pavement. 22. Obtain and iumish evidence of air rights lease/ agreements with t mounding properties. AdditiUonal Section A Comments ' I; t 1 ,f, 8. Before the She Plan can be . the must complete the following ++ 1. Display the site address o thsite plan, obtaining assistance as need frorfi responsible Zoning Customer Service representative in establishing the correct address. ?,.;'1''?;1; z •4"lit; 2. Limit the site plan to one page. = ,) I?!! ! s`.? I . . 3. Legally record a Unity of Title for the project site and furnish proof', ` 4. Show the date(s) and condition (s) for approval of varlanoe(s)/condition i $bythe Planning & Zoning Wor the Development Code Adjustment Board(s), including, as app p a „ 'vari do from the Flood Board for construction within 18 feet of a seawall. ' .•,` -3 - Adjust parking stalls and/or driveways on the plan to the satisfactionpf ft ?Traffo Engineer. _XX all pavement markings, signage and traffic control devices of'P sitfs prari" Adjust handicap spaces on the plan to meet government standardt. ` . ; Show on the site plan the installation and maintenance of uniform traffic control dein'es at appropriate locations in accordance with the standards set forth by the Manual on Uniformraific Devices as adopted by the Florida Department of Transportation under Rule 14.115.010, Florida Admin Wa ..` Code. 9. Obtain a Significant Change of Use Determination from the FDOT kr •(=lorit)la Statute 335. XX_____?I lEicecute a cross-parking/aceess easement linking the McDonalds sitti to north portion of lot 1 . 11. Indicate the location of lighting fixtures in the parking arias on 4e site plan.. 12. Show all on-site lighting with 90-degree cutoffs directed away from abufting streets ,right-of-way and residential pro es. '.1:++..` ..._.... ._.... . 1 how all entrance driveways with radii and not tapers. -' Show dimensions on the plan for measurements of aisles, parking-stalls and-entrances. 15. Address and resolve the need for right turMeft turn auxiliary lanes and the queuing .for traffic related to the project. _XX 16. Provide a copy of the SWFWMD permit application and calculations to Environmental Management. 17. Reflect the use of raised curbs or protective timbers on the site plan where interior landscaped areas abut 18. pact ail required parking lot interior areas on the plan by shading dr'crgss-hatching. Show ADA ramps for sidewalks on the site plan. XX Complete the Dumpster Requirement Form and return it to the Cifi;r Solid Waste DBpartment. XX 21. State on the construction plan that the detector check should be DOC4 with the by-pass meter in-stalled by the City with fee paid by contractor.' ;y 22. State on the plan that the 6" fire line tap to the 12" City water line is fo state '&6 tap" so that City Utility Accounts will know what fee to bill the contractor. 23. Show backflow device(s) on plans as RPD. 24. Show all proposed utilities, stormwater retention/detention systems and 50' perimeter contour elevations. 25. Have the final site plan si ned and sealed by a Professional Engineer registered in: the State of Florida. XX 26. Pay the required p S ace and Recreation Assessment Fee with ieyi$w by the CIQarwater Parks and Recreation Department. 2 ' :.. DOCUMENT CONTROL SHEET DEVELOPMENT REVIEW COMMITTEE PROJECT/LOCATION: McDonald's - Hercules & Sunset Pt (PSP 96-06) DRC Meeting Date: March 14, 1996 1. SCOTT SHUFORD, CENTRAL PERMITTING DIRECTOR 2. RICH BAIER, CITY ENGINEER 3. DON MEERIANS, TRAFFIC ENGINEER 4. STEVE SARNOFF, CENTRAL PERMITTING 5. BOB MARAN, ENGINEERING 6. MICHAEL QUILLEN, ENVIRONMENTAL 7. REAM WILSON, PARKS & RECREATION DIRECTOR 8. JAMES GOODLOE, FIRE MARSHAL ALLEN V . MAHAN,, CENTRAL P,ERMI?TTING 10. BOB BRUMBACK, SOLID WASTE DIRECTOR 11. CHUCK WARRINGTON, GAS SYSTEM MANAGING DIRECTOR 12. LOUIS R. HILTON, SENIOR PLANNER 13. JOHN RICHTER, SENIOR PLANNER(CONTROL SHEET ONLY) 14. ETIM UDOH, (CONTROL SHEET ONLY) 15. DON MCCARTY, ARCHITECTURAL REVIEW (CONTROL SHEET ONLY) 16. VICKIE DAVENPORT, STAFF ASSISTANT II (CONTROL SHEET ONLY) Date received by Planning and Development Office: February 21, 1996 Date of distribution: February 29, 1996 Remarks: Applicant proposes to construct a 3,100 SF McDonald's with associated utilities and drainage at Hercules and Sunset Point Road. COPIES ARE ON FILE IN THE OFFICE OF PLANNING & DEVELOPMENT 1PSP9603.avm CUMBEY & FAIR, INC. 2463 ENTERPRISE ROAD CLEARWATER, FL 34623-1702 (813) 797-B982 Clearwater (813) 2234333 Tampa Fax (813) 791-8752 f5?0'-V' z LID CIVIL ENGINEERING LAND SURVEYING PLANNING March 27, 1996 Mr. Allen V. Mahan, Central Permitting Coordinator CITY OF CLEARWATER Central Permitting Department P.O. Box 4748 Clearwater, Florida 34618-4748 RE: McDonald's - Clearwater 1934 Hercules Avenue Job No. 2056 Dear Val: We are enclosing for your further review sixteen (16) copies of the revised final site plan for the above referenced project. These plans have been revised in accordance with the comments received at the DRC meeting on March 14, 1996. Please do not hesitate to contact me if you have any questions or need any additional information concerning this plan. Thank you for your assistance. Very truly yours, CUMBEY & FAIR, INC. Richard D. Harris, P.E. Project Manager RDH/lane AAHARRIS\205B.MAH CUMBEY 6 FAIR, INC. 2463 ENTERPRISE ROAD CLEARWATER, FL 34623-1702 ,-- ((313) 797-8982 Clearwater (813) 22311333 Tampa Fax (813) 791-8752 CIVIL ENGINEERING LAND SURVEYING PLANNING February 29, 1996 Mr. Allen V. Mayhan, Central Permitting Coordinator CITY OF CLEARWATER Central Permitting Department P.O. Box 4748 Clearwater, Florida 34618-4748 RE: McDonald's - Clearwater Hercules Avenue and Sunset Point Road Job No. 2056 Dear Allen: We are enclosing for your review the following items: 1. Sixteen (16) copies signed and sealed final site plan; 2. Check in the amount of $450.00 payable to the City of Clearwater for the review fee; 3. Application for site plan review; and 4. City of Clearwater Concurrency review standard form. Please advise when the DRC meeting for this project will be held. Thank you for your assistance. Very truly yours, CUMBEY & FAIR, INC. Richard D. Harris, P. E. Project Manager RDH/lane AAHARRIM205B.MAY c: Jim Dunkle - McDonald's Corporation t"k8 F E B 2 8 1996 CENTRAL L PERMiTTING Yxi f v or- GLE-An Yn0 ATER CUMBEY 6 FAIR, INC. 2463 ENTERPRISE ROAD CLEARWATER, FL 34623-1702 (813) 797-8982 Clearwater (8,131223-43 33 Tampa Fax (813) 791-8752 CIVIL ENGINEERING LAND SURVEYING PLANNING March 27, 1996 Mr. Don Melone CITY OF CLEARWATER Central Permitting Division P.O. Box 4748 Clearwater, Florida 34618-4748 RE: McDonald's - Clearwater 1934 Hercules Avenue Job No. 2056 Dear Don: We are enclosing for your review and approval, a Minor Variance application for the above referenced site. Enclosed is one copy of the site plan, the variance application, and a check in the amount of $50.00 made payable to the City of Clearwater for the application fee. Please be reminded that we could not find the form for the Minor Variance application so the variance is applied for on the standard variance application form. This variance is for the setback requirement of a paved area from a property line from the standard 5' to 4'. in order to help to save two large oak trees. Please do not hesitate to contact me if you have any questions or need any additional information concerning this submittal. Thank you for your assistance. Very truly yours, CUMBEY & FAIR, INC. Richard D. Harris, P.E. Project Manager RDH/lane AAHARRIS\205B.MAL c: Jim Dunkle - McDonald's Corporation CUMBEY & FAIR, INC. 2463 ENTERPRISE ROAD CLEARWATER, FL 34623-1702 1913) 797-8982 Clearwater 18131 223-4333 Tampa Fax 1813) 791-8752 CIVIL ENGINEERING LAND SURVEYING PLANNING March 27, 1996 Mr. Mike Quillen CITY OF CLEARWATER Environmental Management Department P.O. Box 4748 Clearwater, Florida 34618-4748 RE: McDonald's - Clearwater 1934 Hercules Avenue Job No. 205B Dear Mike: We are enclosing for your further review, one copy of the SWFWMD permit application including calculations for the above referenced project. Please do not hesitate to contact me if you have any questions or need any additional information concerning this submittal. Thank you for your assistance. Very truly yours, CUMBEY & FAIR, INC. Richard D. Harris, P.E. Project Manager RDH/lane AAHARRIS\205B.QUI CUMBEY 6 FAIR, INC. 2463 ENTERPRISE ROAD CLEARWATER, FL 34623-1702 (813) 797-8'982 Clearwater (813) 223-4333 Tampa Fax (813) 791-8752 ?l CIVIL LAND SURVEYINGG March 27, 1996 PLANNING Mr. James Maglio Sanitation Superintendent City of Clearwater Sanitation Division 1180 Russell Street Clearwater, FL 34615 Re: McDonald's Clearwater - 1934 Hercules Avenue Job No. 205B Dear Mr. Maglio: McDonald's Corporation is proposing the construction of a 3,100 square foot restaurant at the northwest corner of Hercules Avenue and Sunset Point Road. McDonald's Corporation uses dumpsters for the management of its solid waste. We have enclosed for your review and approval one copy of a completed and executed dumpster requirement data form and one copy of the final site plan for this project. Please do not hesitate to contact me if you have any questions or need any additional information regarding this submittal. Thank you for your assistance. Very truly yours, CUMBEY & FAIR, INC. Richard D. Harris, P. E. Project Manager RDH/mfa enclosures c: Val Mahan, City of Clearwater MnR-14-1996 14!33 FROM Pi-nFi IIFIG & DEVELOPMENT TO 9791E7s2 P.01 CENTRAL PERMITTING DEPARTMENT •' 10 S. MISSOURI AVENUE gE CLEARWATER, FL 34616 462-6667 DUMPSTER REQUIREMENT DATA FORM Project Name: McDonald's Corporation Address/Location: 1934 Hercules Avenue, Clearwater, FL 34623 Northwest quadrant Hercules Ave./Sunset Point Rd. Nature of Business- fast food restaurant Building Square Footage - Existing: -0- Proposed: 3100 SF Number of Buildings/Units - Existing: -0- Proposed: 1 Estimated Number. of Solid Waste Containers Required: 1 Estimated Size of Solid Waste Containers Required: 4 CY Method of Collection: o Compactor Dumpster o Roll-out Dumpster a Black Barrel COMMENTS: Owner/Representative (PLEASE PRINT)- Richard D. Harris, Cumbey & Fair, Inc. Address- 2463 Enter ri se d. , Clearwater, FL 346nlephone: ( 813) 797-8982 Signature: Date: March 21, 1996 cc: Contractor (Oricinal), Water Division, File RETURN FORM TO CENTRAL PERMITTING DEPARTMENT IM YCD 0 na I d's January 23, 1996 To Whom It May Concern: . McDonald's Corporation One Urban Centre, Suite 395 4830 West Kennedy Boulevard Tampa, Florida 33609-2594 (813) 287-5559 Fax: (813) 281-4310 Please be advised that Richard Harris, who is employed by Cumbey & Fair Inc., is authorized to sign on behalf of McDonald's Corporation in any variances and general bjliiding, highway drainage, and sign permits in connection with the construction or remodeling of McDonald's, restaurants. Robert M. Kotovsky Construction Managg Tampa Bay Region OFRCIAL NOTARRY :TEAL DIANA B 14ARRIS0111 NOTARY PUBLIC STATE OF FT-ORIDA COMN.115SION NO. CC251528 MYCO?.•MMJS SIGN F. XI' IAN. 10,1+97 STATE: FLORIDA COUNTY: HILLSBOROUGH The f oink instrument as acknowledged before me this ? day of by Robert M. Kotovsky, of McDonald's Corporation, on behalf of the Corporation. He is personally known to me and did not take an oath. Diana B. Harrison / Notary Public !! (dhll,lrestdevlcoordinl permtno.doc) lw;l CUMBEY & FAIR, INC. 2463 ENTERPRISE ROAD CLEARWATER, FL 34623-1702 (813) 797-$982 Clearwater (813) 223-1333 Tampa Fax (813) 791-8752 CIVIL LAND SURVEYINGG April 8, 1996 PLANNING Mr. Allen V. Mahan Central Permitting Coordinator City of Clearwater Post Office Box 4748 Clearwater, FL 34618 Re Dear Val: APR 10 1996 McDonald's garwaterr 1il P F'tii) . I?ir:i?Af iT?I Il??? 1934 Nortejr?Cales: AveTEB Job No. 20UB Enclosed for certification are sixteen (16) copies of the above referenced final site plan revised in accordance with the conditions of the Development Review Committee meeting on April 8, 1996. If you have any questions, please contact me at 797-8982. Very truly yours, RDH/mfa enclosures CUMBEY & FAIR, INC. Richard D. Harris, P. E. Project Manager c: Jim Dunkle, McDonald's Corporation r ATCH LINE THIS SHEET LEGAL DES(~IPtI~ ° PARCEL 2 , LOT 2, SUN~T OAKS, ACC(y2DING TO THE PLAT THEREOF AS RECORDED 1N PEAT BOQK 99, ` f GENERAL NOTES ~ I PAGE 1, Of THE PUBLIC RECORDS OF PINEItAS COUNTY, FL~tIDA, 1. McDONALD'S ROAD SIGN AND EASE ARE BY TTIE SIGN CONTRACTOR. E , ~QIN QL ~ ~ ~ ~ II i sT~c., ~co~l 1, ~ o~~s~-~~~ ~ ~ot.~ r~A~~~r 1 ~ ~~sT LESS DIAT PART Of LOT 2, SUNSET OAKS, AS RECORDED IN PLAT 80014 84, PAGE t, eONDUIT AND ~r~RING ARE BY THE GENERAL CONTRACTOR. ` , , OWNER: RICHARD W. CAPE, TRUSTEE TYPE A CURB INLET II PUBLIC RECORDS OF PINEILAS COUNTY, FLORIDA BEiNC FURTHER DESCRIBED AS FOLLOWS: t~ r , °d l' a 2. 9ASES, ANCHOR E30LTS, CONDUIT, AND WIRING F'OR ALL OTHER C!7 ~~1 r. TYPE A CURB IN E. L.- ~w I I aRaNU~ E.P I.E.=59,45 ~ I ~a$dr.de BEC1N AT 1HE S(~DiEAST CORNER OF SAiD LOT Z TfIENCE N99'D6't6"W 100.00 FEET TO SIGNS ARE BY THE GENERAL CONTRACTOR. - r,T~ 11flpAT QL" d0.92 I LE.a 9.14 ~ i II I . ~ F° N. kY. EL" 55.89 (J(V' RCA , ~ to I I s kY. a= ~ d2 rtrn ( DIE SOUTHWEST CORNER OF SAID LOT 2; iHENCE ALONG DIE WEST LINE OF SAID LOT 2, ~ a e~ r ' ' ' ~ ' ~ ° 3. 3j4° EMPTY CONDUIT TO LOCATIONS SHOWN AT T}dE LOT PERT- 'r' ~ j s~~ ~ p V ua ~P : Z I N EL= 5d93 d" PYC NDO' 1 T 44" W 5.86 tTET, THENCE LEANNG SAID LINE; N99' 44' S9" E 92.24 FEET; (iT ~ c 1}IENCE S89'O6'i6"E 17.15 FEET TO THE EAST LINE OF SAID LOT 2; THENCE ALONG METER FaR LOT LtcHTTNG 15 BY THE' GENERAL CONTRACTOR. LIGHT- ~ c, r" ° • . ' / ~ ~ I J I . EL= Sd.S! `6" PVC}} DUMPSTER WI WOOD ~ ( 1 I ~ I ~ _ , LNG FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE ~ f r c SAiD LINE S00' 1 T 44" E 7.50 FEET 10 DIE POINT OF BEGINNINC. ~ ~ ' 57OCKADE FE~1CE -~----4---= i .r ~4.00~ LIFT STATION I w ~`e,6h' a • I SCREEN - W OWNER/OPERATOR. L ~5 ~ ~ IECN. DESCRIPDON -PARCEL 3 i7 Q , ~q- , -r------_ ~ ° I.E.=57.04 c~ ~ I f - ~""i ~ ~ o ~ ~ ti ( ~ c~ 1f l ~ ~ ~ 0. THE SOUTH I6O FEET (lf LOT 1, SUNSET OAKS, ACCORDING TO THE FLAP 0R PLAT 4. BASES FOR FLAGPOLES ARE BY THE GENE:I'2AL GONTRAC'TOR, ANCHOR a" ~~.~I,~ ;i 16 rt ~ O ~ ( THERE( AS RECORDED IN PLAT BOOK 94, PAGE 01, OF DIE PUBLIC RECORDS OF BOLTS ARE BY THE FLAGPOLE SUPPLIER. C , ~ ° ~ .5.1`5° ~ ~ ~ I ~ ~ ~ ~ I PINEILAS COUNTY, FLORIDA, 1 ° ~ S. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. OXACT ; ~ ~ a.t ; w ~ ~ ~ r~' ~ I X ~ o ~ ~ ~ I IEGAI DESCRIPitON ° OVERALL PARCEL (PARCELS 1, 2 AND 3j LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ' g.,, 6 y e a~ ~a ~ 0 a~srrR . ~ ~ ~ ~ ~x' ~ I I I 4 3 ECONOMICAL INSTALLATION. ? ~ 4 ~ A TRACT Of LAND LYING 1N SECITON 1, TOWNSHIP 29 SQUDI, RANGE 15 EAST, PINEILAS Ca~~ ( 6. THE CONTRACTOR StdAlh COORDINATE WITH ALL UTILITY COM `~NIES z ~ ~ 3 COUNTY, FI~IOA, BEING MORE PARDCUTARLY DESCRIBED AS fOLlOWS: r _ ~2 ~ a _ _ I I 4 ~ a ~ a 16 ~ to 6a x6.96 1% 'rr t9.oo ~ I ~ I I s ~ TO DETERMINE EXACT POiNT OF SERVICE CONNECTION , ....:LNG ¢ w r'' I COMMENCING AT DIE CENTER QF SAID SECDON 1, DIENCE NDO' 1T 55W ALONG 111E UTILITY, REFER Ta THE BUILDING ELECTRICAL. AND PLUMBING rn ~ T- a ~r 5~ BAGKFLbYd PREVENTION I I w p ti ~ w I ~ 22' CLEAR << " ~C ~ ~ ~ ~ m > ~v r'" @ DEVICE AND 1 1/2 ~ I I m CENTERLINE OF HERCULES AVENUE, 95.05 FEET; THENCE 589' 42' 05° W 50.00 FEET ID DRAth~NGS FOR UTILITY SORVCE ENTRANCE LOCATIONS, 5IZE~, AND ~ ~ ~ • "v' I OPENING FOR ~ _<°~ti"~.~.~~i ~ r~ F ~ METER ASSEMBLY f~s__....... I ~ m ® m a ~ I DIE WESTERLY RIGHT-(~-WAY (?F HERCULES AVENUE AND TO THE FOINT Of BEGINNINC; CIRCUITING. ~ ~ ~ Ir " I GATE gp5 T~ 6~ r''BY CITY ~ I II"< xu ~ . ~_mm._. GREASE TRAP ~ FEE PAID BY DEVELOPER o ®d' I ( I t• ~ w iv q x u o ~ DiENCE S42' S1` 04' W ALONG SAiD WESTERLY RIGHT-Of-WAY OF HERCULES AVENUE 43.70 'O ~ ~ f I FEET TO THE NORD{ERIY RICHI-OF-WAY OF SUNSET POINT ROAD (NEW ALIGNMENT); 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO Tk+E BENCHMARK o o E ~ ~ 32 ~ f Iz I ~ i}IENCE N89'06'2TW AIONC SAID NORDiERLY RI(~IT-OF-WAY 167.96 FEET; THENCE AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT r-~ ~ ~ ) 4"° ~;l,a..~m 6~• C' 2~`t - 15 L.F.-8 PVC biz' I ~ ~ w v ' ~ t,bbr ~r II I °v I I I CONDNUE ALONG SAIp NORAIERLY RIGHT-OF-WAY S99' 45' OO" W 92.23 FEET TO TILE t~ GROUNOBREAK. _ _ ~ WESTERLY BOUNDARY Of ~1NSET OAKS, AS REC(#tDED IN PLAT 800K 99, PACE 1, PUBl1C is ~ (RECORDS OF PINEILAS COUNTY, FLORIDA; DIENGE N(}0' 1}' 55" W ALONG SAID 'h£STERLY t 1 FINISH WALK AND CURB ELEVATIONS SHALL BE 6" ApOVE FIN15H i _ Q BOUNDARY Qf ~1N~T OAKS, 354.1] FEET; THENCE S99' O6' 27" E 21.00 FEET TO DtE ~--~"J PAVEMENT. ,'~,CO' ~f ~ 15• 2 W.L. ~ ~ ~ ' _ ~~s~,~: ~ w ~ `t 1 _ WESTERLY Rlgli-OF°WAY ~ HERCULES AVENUE; I}IENCE 5O0' 1T 55" E ALONG SAID q. ALL LANDSCAPE AREAS sHALI BE ROUGH GRADED TO s" BEt.Ow I WESTERLY RIGHT-OF-WAY, 320.03 FEET TO THE P(yNT C7 BEGINNING. ~ > ? tE 1 I " ~1 aa~ ~ ~ I TOP OF ALL WALKS AND CURBS, FINIS!i GRADING, LANDSCAPING, ~ - I ! a 6 PLUG W~2 ~ " O - R(hC ~t11 i N ~ _ dF'OALL II I ,d 10O L.F. 6 D.LP. LP. I I CONTAINING 64120.D0 SD. FT. OR 1.472 ACRES MORE QiR LESS. ~ aND SPRINKLER SYSTOMS ARE BY THE OVdNFR~OPEBATOR. ~ ~ I I ~ 7 ~ F, TER MAIN I t2.~o' m, ova ~ _ ~ II I ,gib. Cr 12.37 ~ ~ 0 10. LOT LIGk91TNG CONCRETE. FOOTINGS TO CONFORM WtTN THE SOILS ~ McDQNALD S , I ~ I I ~ ~ REPORT RECOMMENDATIONS F(}R TTIIS PARTICULAR STYE. ~ , U - rAE~ I ~Q - t ~Q _ ~ Q ~ ~ c> oA~ I rv, 'S~ 5.~ I - a 2• 31®D S. F~. m ~ RnI ~ I ~ 6 I I I PAVING SPEW"~CCATIQN ~ ~ ~ 0~ " ~ ~ ~ ~---._r.,, ~__1_~ { ~ ~ ~ 2~ ~ ~ F.F. EL.-63.00 I~ s° I I__1-~ I I ~ ~°~1 (MINEMLJM 2'" TOTAL COM' A ) ASPkIAE_T THICKNESS) ~ ~ ,r 9 ~ ~ ~ p ~ ,~s ~ ~ I . o' ~ Lam) p- ~ I ~ r. r. ~y~s" ~ -i2" YELLOW 2,~ . ; cv ~ _ z - _ • ~ i . _ fd-as_m._ ~vO I I the General Cantractor shall ~ p f#f. REMOVED I " w.____ ~ 15 ~ a t° ' I ~ d ~ - 9~` I provide Mcl)anatd°s wf structurally fT I I cosrnefically sound driveway E3 parking areas according to ttTa s;j • _ ~ Q I o. I.~l a N I I I c following specifications. All sub-base sail, tilt F3 back-till areas ~ T w m ~ f _ , - shall be compacted until the upper ane boat attains a density at at t~D O _ ~ I r~ ~ r ~ 9 ,9 6 ~ ~ id YELLOW ~ r MOUNT BL~ I u~ ~ 4 v 1YP : t9 ,I CURQ tYI '!j`~ } I I I (east 95% of the maximum modified Proctor dry density {AS'TM (3- I I ~ ~ r}y~5l166n.a ~ " ~ i I D n rii' ~ - r e e : ONf~ WAY x.,~., t557/AASHI~Q T-~18O1. The base material shall consist at 6" ~ ~!llU~. minimum compacted thickness crushed timcrack (F[)O~F approved w,~ ,A 5....__..._-. - ~ G ~ t0.' 6b 66.96 t4,8,0 3 ~ 10 6d' '3 w n . "SIGN = 36.3a ~ ~ LF3R ~ IOOj plaeed ~ aompocted to 9E1"l• at the maximum madifiad ~ a 5 6 YELLOW E ~25rLF.=~ 8~_R.C.P.- ..4,12%-_ _ ~ 1~ ~ 2a" Sro~,,g~, ~ I Proctor dry density IASTM D-1557/AASIiT4 T-IE301. Alternate hose ~ ~ ~ ~ A °`3~ I ~ ~ ~-11 DAR I 0 1 NZ materials may be used upan recommendation of the sails enginoer N ~ ~ ~ P 4 ~ E CU ~ INLET I . V ; ~ ,4 ~ \ ~ 5 0~.~1Gty; ~ F~ I ) approval of the McDanatd's Project Manager. Att asphott shall be ~ r ~Q E. EL,= C 167 L,F ` 18" R.C';P. ~ 4.127 . ` / ~ o ~ ~ l ~ ~ ----24" STOP State of Florida specification Type S-i modified wf o minimum gg~ . t ~ E3AR "Marshall Eield Stability Test" of t,250 ibs. E3 minimum compacted m I.E,=56.95 ~:N ~ r'~,. ~ yy , ~ N ~ thickness of 12"j. Ait testing shall be dune by a campany approved ~ ~ W ~ ro t ~ r' ~ f ~ ca ° ° , . ~ \ by the McDonatd's Project Manager; Said company sha91 tae directly ~ U ~ I / , s J .aa _ ~ vs...m °M _ 1 f d / a E rasponsibta to Q shelf cansidcr McDonald"s as its only r.lienf for a. ~ ~ ~ ~ STOP SIGN \ Phis project. the Iacations of aft tests shall be selected by the a ~ rJ ~ W 1 ~ ! / rt~ x 6 S MP 16 L.F.- ~ ~ - ` ~ " ' ~ ~ ~ "l~ `w/ I R1-1 ~ MaDonatd"s Praject Manager. The sub-brio shall be tested in four ~QIVI~ ~ ~ R.C.P. ®0. 67 ~ ~ I ~ G 0~ ~ 9 ~ ~ r r - ~~'0 ____t0' pRAINAGE ANO UTILITY EASEMENT ~5• is',id"f~ 6 _ ~ : ~ 11 4 4 (4j locations (or bearing value E3 comp icfian. The base shall be { F " ~ I a , , ~ ~I_J 24 F.E.S. ~j_~ d~ ` ~ tested in four (~I locations for tr! :"rynss ~ GompcTCtion. the _ I , ~ TYPE ~"A" CURB INLET, I ' ~ ~ 6Q ~ I,E.-58.42 cfr ` t E.P°, L -~fi3~`~'~----~- " . I ~ ~ I I V ~ ~ asphalt shall be tested in tour 14j ',,~~~=~or~, Cor thickness, type TYPE A CURB INLET I ~ ~ X65°w. 9 LE.~58.53 I - ~~a a ~ I ~ y stability. All the testing for each pre~;edMq material must be satis- t 9.00` ;r , ~ k , I ~.~_____9_ --4;a0 , I,E.458.73 t II ~ I z ~ I ~ factor before each successive material is installed, McDonald"s rn I ~ i i ` shall be natitied of fhe test results of all tests G rc-tests. Vdhr.n ~ II I i ~ a ~ a~ 24" F.E.S. ~ " " ~ X13" , ~I ; TYP A CUR IN r` ~ I ~ I ~ ~ ~ o tesf tails or when, in Che opinion of the McDonald°s Project Mgr, i~+Jl ~ LET I ~ Q _ ~ zaNiN~ c~-~ LE.=58.14 - fl:H,l cn 6 , E. P , L.- w U7 r~} ~ I 6.Oor Construction Mgr., the instaltahon is unsatisfaetary, remedial a ~ 1 I z - ~ I.E. 56.19 W I nI x I.E. 58.44E ~~IVE~~,AS ~Q~ 1 ,,e` I G,r c I ( " V + testing Q/or remedial corrective measures shalt be done in aceord• o d NTY IG I ~ II ~ I I ~ once wl their directives. All the above testing shall be done at the r~r p t~ ~ z I I General Contractor"s expense 6 shall be included in his/her C.S.S. ~ ~ N ~ f 11' ( ~ ~ ~ I r ~ II t ~ ; y ADCJiTIC}h,AL NOTES : ~ I . I I I I N C ~ ~ ~ I . e I r r r ~ I McOaNALDS E'NG~NEFR R(SERVrfi Tr1E RICNT 10 rtCaUEST A CaMPA(;11aN `u~ p,T 4 _ _ _ _ i I ` ~ II ~jC} ~q ~ . t. TP1LRi" V"U_ C?C NO A[~OIIIONAL >t__~"~ :Cl { ~L~ ~ y~ d'° 1 1 t~..! _ . nom r~r fIE"('' ~ AVr:NUE~ EfaOP,d 1HE Rk.MA` ~.r~ ~ - I I III "t;)'E: (17ttE ~CSE as A Y ORE H i IMr'E `.j fFT TE ETxPEN'~E~()F iARrDaNCALfYS, ACl(7V{' u ~ !t 111 ~ CU O%'~' ~ ; I ~ ...E , i IOP [L= 6Qd6 Of ~ ~ ~ _ LIGHT FIXTURE (TYP.~ ' ~ n~va~r a: s9.9o I I ~ ~ ~ ~ t Le,d ~I N kY. EL= 55.35 9J' R(A I ~ i r f' i kY. ELa SS2 IS8' } d , 1( Rtr) I r I I ~ j ,s~ Q~ F E L_L_ I * 7.~ , . , { ! N N. kY. Ft.= 5d 9d (6" Ent i I 6 s . , 5'd. IMd. EL= S2,1Q (6" R4C~ ~ ? 6' I I I I I.OT LIGHTING RECC}MMF NDATION ~a 6` F4C I I ~rry a ~ 2 A t L i~° u° ~ . t z , ~ I , t ~ i a~ ~ r~ Jt~ ~ see,. r o I I ' W Chi ~ Q ( I 11 CON~,~ ! OT I_lGHT F'OL~ES ~ ~ I - I ~ . Q I I II~ ~QO VdA~ METAL CALIDE LIGFIT FIXTURES w , ~ u,) I I ~ ~ ~ , i _ ~ gp I . a I I I ~ NOTE: EIECTRICaL CONTRACTOR TO C1RCL I'; TING AS NOTED. t,1 ~w O ~ _ ~ , t K ~ ~ ( I 4 ~ W Z I~ j II ~ R ~ /d ~ ! l~ ~ ~ f CT I' AR'_~4 o ~ ~~I PARKING INI~ORMAm;ON ~ Lil I I I 1 ~ ~ ' _ f f I 1 ~ ~ ~ ' 45Q2' ca ~ ; I ASPItALt ~ ~ I 01 I 5 SPACES 1Qe X 20. a" 4D d5' ~ ~ ~ ~ I ~ I 9 6 HIGH GREEN ~ ~ I , nsPttafl ~ ~ ~ ~ { I ~ 5 ( I I TOTAL 11 SPACES 10" X tg° C~ 9p` ~ a ~ ~ C SPACES ~ z ~ I ~ ~ VINYL COATED { ~ ft ; 'I. I ~ , a~ 1 J w ~ 2 i ~ SPACES 12` X 19' C~ 96?° ~ ~ ~ N v- CHAIN LINK FENC' - I~ ~ _ I I 13 SPACES Tp' X 21,5' ~D 60° e ~ i T I Eo~r~sr rfc~R EI.-, s~6a ~ ~~1 . i I ! ~g N.T.S. an I ~ 1 I 0 a1 s I i~ ~ ~ 12 SPACES TO' X 21,2' 7O' ~ ~ ~a it a ( ~I I UTII_I1Y INFORMATION w ~ ' ! ~w L~ ~.~s } w Lil A , , I I SIZE TYPE LOCATION ~ c~ ~ ~ ~ ~ I 16 L.F.- 15~.. I' ~ I ! } I ~ w ~ ~ ~ SANITARY SEWER NOR1ti TC} C3ARi21NGTON DRIVE p ~q vi I ` t I R.C,P, ~ 4.83 t i ~ q~ s ` t S ~l ~ q_. T,O.B. EL. 61.44 ~ ~ i ~ tt I ; G I i 1 I ~ ~ WAFER ALONG EAST R,/w FIEROULES AVE. 1.1 r 60TT4M EL.=59.25 1 'l ~ I ~ r J,r AS~71~t.T II L ~ sTaRM SEWER tN suNSET POINT t~/w 4 I ~I ~E:. D.L.W. EL,-59.75 ~ t / 1 4 . ~ ~..r I .a,,. 4.....,.,~ b..._J f d i I~ II I 9 ELECTRIC OVERFIEAD ALONGwES1 R/w MERCUf.ES AVE. ~ I " ? ~ CA5 f~UMf} I ~ ( ~i , I , I I C ~ St AhD ~ : I 15 F.E.S. ° r - 4 I ` t \ ~ LE.-58.36 it I i h t I I I I I ~ I~ GAS ALONG NOR1H R/w SUNSET POINT ROAD " I ` t ~ 4 CO R I ~ ~ ~ d ~ 6 X 6 SUMP ~ 24 L.F.. t5 vF FO ~a ~.A ~ ~ 21,00 rh.~..--°° "",,d~ I AREA I c~ ~ ~ R.C.P. ~ 0.83y I I I ~ _ SURVEY INFORMATION ;I I ~ n' ~ ASPlIAl1 ! I o MATCH LINE THIS SHEET PREPARED PY: GEORGE A. sf-LIMP H REQUIRED and ASSOCIATES, iNC. C7 d° t ! I ASPHALT ti~ aRe ?ur I - - i I ,t I ~GdS PUMP I M AI,~ ~Xt",~1~ PROP MI R_~.ikiX 3211 U.S. ALT. 19 N. SUITED ~ ~ ~ 4_.._~ _ I ~ ~ ~ ~ StAND ta' a.= 60.19 p ~ ~ t , iNR0A1 EL.= ~,H zoNlNG aISTRICT: oL CN PALM HAFdE90ti, FL. 34663 ~ DATES OCIOC3Ef2, 1995 ~ ~ q I t \ % S kY. fL= $I,d7111 RCP} ~ I ~ 8 . " ° t _ _,1 ~ N.w IkV [L= 56.4d (6" P1t) I USE: VACANT RESTAURANT d- ~ tT I I.CGEND rT ITT ~ 25 L.F. ~ 2.5 NIGH I t~ ti ~ ~ t ! I i N. Irv, n.= d5.1a Rp'y i 4' Clf d ~M h / i SR NY. 4l.= 56.84 (6" f4t} <t, fY y LOT AREA (SQ. FT. k Ae.} ~ ~ ~ ;j GROSS AREA 1.472 Ac.- C.? GREEN VINYL COATED / ~ ( It f- 5.65' W. C AIN LINK FENCE ~ ~ ~ (W1TkilN PRaPERTY LINES) 84,12D S.F, SANITARY SEWER GAS ~ I _ e ~4 , _____..S____a___._S. ____._S._.._ _...._G.~._.____y__G__, _ _G_.._ ~ UD LDT WIDTH 28D k'T. 280 FT. 1Qa FT. WA's ~ ~ Q, ~ l ,...-vai..._ ~ m,_.---_... . LOT DEPTH 345 FT. 345 FT, lea F. _.__W.._.___._~.w_____...~.W.____~._~.W._____ LO1 LtGNT L,P:3G ~ Q U ° o _ IN rtl.t~lTjCwTtAIU' ._.-.__.__.._m_,_T_._____._ ___,P~._____._ _ ~ s._ C BuILOING Go+rsRAGE STORM ~.E.VA EXi5'fING ELEVATION ('76.5} ~ ~ (SG. FT. de x OF GRASS SITE} VACANT 3,ia0 s.F.- 4.ex ST ST- - ---------ST--- h,`tt' ; ! GROSS FLaOR AREA & F.A.R. VACANT 3,laa S.F.- 4.Sx EIEGTRI4: PROPOSED ELEVATION x ! ~ .~..E.~.e______F._.~_..tv______.._F I~ n;~,n ~ °s .:r . s~ 6 ti ~ ~~~'4r c~rPc~~ '~~'^a j4~' ~ ----VE- t~ o ~y. ~ fig. tiE' ~ q,~~, 2~0~ ~ ~ SETBACKS (ALSO INCLUDING w o DIMENSIONS 4N SITE PLAN PLAN SCALE: 1 2U ~ ~ ~ ~ tt+ROa~dl..~..~,°~15 RCP 3.47x i~v t,~t. ftfC RAMP E A CURB INLET ^ " DRAWING) ~ ~ z 4 p S. INV.. "C..m 5 ) E TYPE A CURB INLET ~ ALL PAVEMENT MARKINGS AND SIGNACE W1U_ BE BNSTALLEO IN FRONT •w 57 FT. 25 F?. S1RF.E.T ADDRESS ~ ~ w q SIDE 64 FT.(N}/63 FT.(s} to rT. ~ ~ ~ ~ ~ N. 'ENV. €L- , r STRUCT, L•° CQNFQRMANCE WITH FDDT RQADWAY D W .NV rI ~ f~ ~ E.P L.= AN TRAFFlC DESIGN STANDARDS 5sb~( ~ 5 I.E.-58.56 LE,=58.76 (BpOKIET GATED JANUARY 1954} ANp THE MUT(~ MANUAL REAR so FT. ioFT. i E~GUI_E~~ AV~~IUE~ ~ ~IJ~~FT F'UIN ~ ~~~C~ ~ v o ~ o NV: 5S v i~ R~;,:) a - - I ._v________ - CURRENT PRaPER1Y OWNERo ~ (~t~~~ HEIG1+r z5 FT. 25 r.. ~ 193 HERCULES AVENUE (so. FT. ~ r, of slTe} 3s,aaa s.F.- 57.4r, CITY STATE STATUS DATE ELY RICHARD IN, COPS TRUS V 111V ER, PAVED VEHICULAR AREAS e~ oPEN sPacE Q' US TOTAL FOR THE LOT I'RF_LiMINARY 26OCT93 AC n env cenn r (en cr e, ~ nc esrrt A,~ rr 9.... 8 FOR THE FRONT YARD COUNTY Pl.AN CHECKED (SQ. FT. k 7 OF REQUIRED 4,119 S.F.- 63% 55% t~ N1(° - - - - - _ _ - - - _ - - _ 8 3 -3CTER6R 34618 J U NS_ I f~ l N I R O MAND AGENT FRONT YARD) ! LAS AS'_BUIET PARKING LOT INTERIOR LANDSCAPING (SQ. FT. & % OF PAVED 2,447 S,F.- 6.67 6% REGIONAL. DWG. NO (BRAWN BY- cDONALD'S CORPORATION ~ c MOM VEHICULAR AREAS) J.M.K. PARKING c FAST FOOD RESTAURANT 13 SPACES/1,000 S.F. REQ-0. 43 SPACES PROVIDED 13 SPACES/10UQ Sr'. DATE DRAWN: 40 SPACES REQl_,;l 0 2053-5Pt.DWG 30 NOV 05 toordinatd , COAM Pe#ttinkTepartmgn?t 44 Certifretttsd subject to tbe^f MwiQ Before the Cityti the applicant must complete the following actions-, ` I) Obtain and provide to Engineering Services a Pinellas County Public Health Unit Permit, Ingresa/Egress and a 10 foot wide Utility Easement over the proposed water ruins up to and including meters, backflow prevention devices and hydrants. 2) Obtain and provide to Engineering Services a copy of a Pinellas County permit for work within the Right- of-Way. 3) Obtain and famish evidence of all applicable permits from other governmental agencies including a copy of the S D permit to Clearwater Environmental Management. 4) Pay the sewer impact assessment fee, based on the size of the water meter with assistance in determining the fee from Central Pennitting/Ucensing specialists. S) Acquire clearing and grubbing and tree removal permits or a no tree verification form from Environmental Management. 6) Show the existing S ft. easement along the full length of the west side of the property. 7) Relocate the stonn pipe and inlet outside of the 10 ft. utility easement along the #outh side of the site. 8) Design and show the fore ruin from the lift station as a minimum of 3 inches in diameter with de- tail shown on the plans for the tic in to the city sewer system. 9) Design and show the water line across Hercules as a 6 inch ductile iron lime in a casing. Before the Citv can issue a Certificate of Occuvancy. the applicant must complete the following actions: A licant must complete the following as indicated: 17) Obtain the requisite building permits within one(1) year from the site plan certification date to prevent expiration of the site plan certification. 18) Obtain the requisite certificate(s) of occupancy within three years of the site plan certification data to prevent expiration of the site plan certification. 19) Obtain review and permits for signs and fencing/ walls through separate procedures. A,C, PAYIl16 (SEE PAVING SPEC:} AT TFIE dWhER`S OPTION PAVING MAY. " GENERAL NCITES w 'eE DELETED DYER THE VAULT , 2`-0" DIA. ACCESS MANHdLE PRECAST CONCRETE SLAB W ~ I. McDONALD'S RgAD SIGN AND BASE ARE DY THE SIGN CONTRACTOR, W a ~ry CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. ~ REINFORCED 13"CMU WALL dj 1 NO.S CONCRETE 2'.O" z 16" KNOCKOUTS Q ~ 2, BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FqR ALL gTHER ~ C9, FILLED CELL, 48"O.G, fl HdRIZ, MAS. REINF, ° 7YP. ~ ~ ER STRUCT ENGINEER ~ ~ P ~ SIGNS ARE BY THE GENERAL CONTRACTER,~, ~ ~ 3. 3!4' EMPTY CONDUIT TO LOCATIONS SfiOWN AT THE LOT PERT- ~ ~ ~ • A p ~ Q METER f qR LqT LIGHTING IS BY THE GENERA[. CONTRACTOR. LIGHT- tY V~ ~ R ® y ~ Le . " ING FIXTURES, BASES, POLES, C®NDUIT, AND WIRING ARE HY THE ! FREE@OARD~ o!yl~v1 D.H.W. /0 YR, EL<=5e.7 ° .3 ?~~°/*a~ Z ® \ 4 gWNERlgPERATOR~ ~ ' ~ ~ ~n Q ~ o`~ ~ ~ a STORAGE YOLUUE a 5f3.3 1 ,P/t°- ,4,~ v ~ ~ EL 4 7` 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR. ANCHOR ~ ~ ~ ~4N ~ ~ 4(a Q HOLTS ARE BY THE FLAGPOLE SUPPLIER. ~ ~ ~ ~ < z r rr\ rr rr / r • rr rr / rr rr 3-- G IC SCALE IN ~ a I 5. PROPOSED UTILITCES ARE SHOWN IN SCHEMATIC ONLY EXACT ~ ~ ~ r t~, ~\\t\/~,rer`~ r /y r° r///rrrr/ //r/ r /rr !~`r . S ' J"•20' ~ ~ LOCATIgNS SHALL HE DETERMINED TO ALLOW FOR THE MOST ~ Q ~ ~ ~ ECONOMICAL INSTALLATION, ~ ~ ~ ~ r f r r r Ali. / r~~ ~r r~riarrtr~r r~ r ~ r~li~i~lr\ ~~i,~',~ ~ r \r\~li\ r ' ? It ~ W 7 ~ ~ ~ 0 4 6. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES Z a ..T ~ ~ I'b' ~ ~ NNUl ~ W~ Tq DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING ~ u ~ C) ~ ~ , r ~ 7'-6"~ 8 -O ~ . ~ 7'~6 ~ GY' CL5 ~ ® ~®~TrN~j ~G' ANA Q 't Q J v UTILCTY. REFER TO THE BU[LDiNG ELECTRICAL AND PLUMBING (I`` .GS .Q/~~ ~'~fff.~ ~!-~f,.~~~ ~ tU~ ~ ~ DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIgNS, SIZES, AND ~ ® ~ ~ ~ ~ 4 CIRCUITING. 4 ° ~ CTIO ,~r,QverU~.~~ .~~ry~~ ,TYPICAL SE Q I ~ 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK ~ u ~ ~ ~ > Q ti ~ i'.~Y ?fr' ~T.ATE" c ~~/N~~'~~~~~~~ ~ ~ AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT ~ ~ ~ ~(j . * ~ = L~/°~~G'~~®/~- ~ Q jti. GROUNDBREAK ~ e ~ ~ ~ ~ U~ -Bl1IG.T Q q~ ~ ~ B. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH ~ ~ ,Q C~ ~ ~ p~ P BETE Tt® .VAULT Q N 5 C9sVCRE'Tt~ Q V ~ ~J PAVEMENT, ~ ~ ~ A 4C W ,~®1a~r~ ~ ~ ~ ~ 7q > ru ~ ~ ~ W~ k,A XI ~A e9 h ~ ~ !5'G..4 n!D f~, tiG Qt ~ Y~ 9, ALL LANDSCAPE AREAS SHALL HE ROUGH GRADED TO 6` BELOW ~ y ~ ~ ~ ~o, ~~k ~ ~ 1qP OF ALL° WALKS AND CURBS, FINISH GRADING, LANDSCAPIN~;,~,} Uj a WA hy~ ~ g° A5°BU LT _ ~ h h AS ®U!t~?' ~ I I ,3 P.dQiClN ~ I a Ge !a,- ~ LoWEST EI. ~ G X x T`!ON WEG..L. X ELEV.= 5 .O7 Sr°.41.^ES X X h`0 ~ gy.® (1 Q~ AND SPRINKLER SYSTEMS ARE BY THE OWNERIOPERATOR, ~ ~ ~ q~ u~ I n LOC.4 T/O!./ I ~ `t ^t 10, LOT LIGHITNG CONCRETE FgOTINGS Tq CONFORM WITH THE SOILS ~ u ~ ~ 7 ,~lu I I ~V I I~ ~ ~ ~ ~ ~ REPORT RECOMMENDATIONS FOR THIS PARTICULAR S[TE. ~ i ~ ~ ~ ~ ~ ~ 1 ~ I LOWEST FLOO LOWEST FLOOR / 0~1~ II I LOWEST R ELEV.= 6p 04 9, ELEV.= 58.96 ~ v I Cul~tB ~ ~ ~ ` I R 0 0 PAVING SPECIF~ICATIGN ~ m °r ~ ~ ~ ~ c, ti ~ ELEY.~ 63 ~ 59.61 I c~ ~nj 4 I L~OCATdOn,! h ~1 ~"1~` ~ ; 1 s 1 ~ ; 56°93 ~ ~ ~ t~~h4 ` ~o (MINIMUM 2` TOTAL COMPACTED ASPFIAI_T THICKNESS> T ~ ~ 59,11 6 I ~ ~ o ~ ~ ti - h ~9 24 10 E h ~ 26Q. ~ y'~ ~ ~b r _ - = s ~ ~ ~ I ~ The General Contractor shall provide McDonald' s w/ structurally ~ f~' ~y r-~ - - I 9 s~ . cosmetically sound driveway & parking areas according to the ~ .,s ~ . r}°~.g~.~.. I 9 '~a a,~ , ti~ 9 h II .1 Itl following specifications. All sub-base sail, fill & back-fill areas ~ ~ ~ , ~ ~ ~ G ~ ~ sf I ~y ' ( ~ { ~ RELOCATE ~ 9 I PALAB.-- (~F ~ ' J I ~ shall be compacted unki) the upper one foot attains a density of at CG ; a a ~ I least 95~ of the maximum modified Praetor dry density (ASTM DW ~ Caw N ~ r ~ w tie I 1557/AASHTO T-150). The base material shall consist of 6'° A ~ ~ ~ ; , ~ pu N °,'t+ ti~ ~ I~ tS' G"~/? Cyr 0 ~ NOSING hn~~ 1~ minimum compacted thickness crushed limeroak (FOOT approved w/ Q~ ~ rye y ' sn ~ aas t S? S'j LBR = 100} placed & compacted to 96~ of the maximum modified ~ p~h ~T~`' ~ °~G°6,^ I f 9ry e~ ~ 1 ~ 4 s, ,o-®e . I . c h, h 6 ~ 2 s, Procter dr densit ASTM D-1557 AASItTO T--1i30 Alternate base A • I I h ~ 6 THROAT .,.e!°"~.•' ~`j~ x x x x I--- I materials moy be used upon reoommendation of the soils engineer ~ ~ ca°'P'~,,,,;; n"`". I--- ~ appravaE of the MoDonaid` s Prajeat Manager. All asphalt shall be W °~C} °o~ ~ N I C~ A~ ~ BUl~T s8 y ~t, ~ ---GAS LINE - . ~ ~ QJD I I 1 6~ a~ AS ~ BClI~. d° s I , { I~ Stote of Florida specification Type S-I modified wf a minimum ~°l~ wes~ .c ~ ~ " " ssa 1G CURB Gj~` ~1 r CGlRf3 ~ a p s. I 5 A o~ ~O T 8 2 -b MIN. ® ~ e ~ e E° G !ON h~ ® b ~ cilr! J I I U I ,~/cam- _ ® _ ~ ~ h0 h9 ti o ~ ,c 1° a, r ,~ov~ I I f Marshall Fiefd Stability Test" of 1,250 lbs. &c minimum oampacted ~ ~ n ~ ~ ~ c I thickness of (2" All testing shall be lane by a company opproved Q ~ ~ e ~ ~ ~ ~ ti 'k~LE,'` I I 1 gg` O6 ~ °f ~~,T ~ ? a ~ Q~ 'B ~ ~ Ir r I /I by the McDonald° s Prajeet Manager; Said company shop be directly ~ ~ NUS ~ ~ min. ~ ml4 he a! h~ ~ s• 1. ~ Q ~ ~ 4} r ~ q~yy h~ ® r ~ ~ I~~~a responsible to & shall aansider McDonald' s as its only client for tJ~ ~ vt ® Y ~0 h i w ~ h ~ f l ~ h ~ z this project. The locations of all tests shall be selected by the a ccwcxr I . I~ I QJ ~9 6 I iN0U7 ~ rt ~ h~ - I ~ ~ McDonald° s Praaect Monager, The sub-base shall be tested in four ~ ~ 1 ~ I (a) locations for bearing value ~C compaction. The base shall be i f ~•R1~ATE x x ' e I it ~ o ~ ~ ~ ~ ~ ~ tested in four (4~ locations far thickness & aompactian. The McDQNALD S III . a X I 5 ~ I a ~YL~~ ~ 5 ~ asphait shall be tested in four (a) locations far thickness, type & Q ~ ~ ~ I II 2000 PLUS !J/BAYS h ~ t III Ij2 AT 12a.c, ~ I e6~ 2 ~h . stability. All the testing far each preceding material must be sotis- ~(I 4a ~ Q faotary before each successive material is inskalled. McDonald' s ~ ~o ~ I 6 u n 19`~ ~ g e'~ 5~ I II ~ !~'E!zEN~rlliil~' 1/~4ULT h h. ~ ® ~ III ` I I ~ Q shall be notified of the test results of all tests do re-tests. When ca Q' 9 h o II ~ ~ ~ ~ II ~i I ~ "4 ~ a test faiEs or when, in the apinian of the MoDanald' s Project Mgr, h ~ AK TREE z ~ ~ II .h :I ~ ~ I x I 9 ti w h h. ~ c1 A W ~ ~ h h x It} &/or Construction Mgr., the installation is unsatisfactory, remedial ~ m I testing &for remedial corrective measures shall be dens in accord- a. ~ a, II A I II ~ I h I I x x ~ I t 1• ~ Q ~ ~ I ~ anoe w/ their directives, All the above testing shall be done at the a ~ trT ~ C~ ~ 59.30 5 , • ~ I h r~. II P , F.F® ELEV. 59.72 EE~ ( w ~ - ~ W General Contractor` s expense & shall be incPuded in his/her C,S.S. ~ ~ r'° ~ ~ , , ~o oir~ G II I k I ~ ~ - / , I I ~I 1y Fp, h ~ ~ ~ ~ y a ~ ~ ~ ~ ~ r~ a i G ~ art ~ ~ _ A P°^tfc~ 1REE I ~,~0`~ f(} I 4; t,l ~ i- h I h \ g I ~ ~ , I 6 ~h II I et, {a f.. r.~ sn dfo I I ~ ~ i? I ~9 ~ ® N -cam v Q ~nsnHC ro Co J S h s, III Se4 D MENl ~ P e ~ 1 I 1~ NOIE~ MtRGNALA'S ENGINEER RESERVES THE RIGNF TO`REt~UESF hC[1MPACItOM ~ ~ ay a ~ ~ TEST ANDICJR A CORE SAMPLE. fr TESTS PROVE CnRRECT, PER ABOVE ~ ~ . ~ d o 6S II ti d° O ~ - -v _ _ ~ ~ LOWEST FLOOR ~ h®. SPECffICATION, TESTS PILL BE AT THE EXPENSE Or ttcDONALD'S, ~ ~ U ~ 1 ® ~ ELEV.® 59.39° h ~ 1 I 15 L t I~ I I "~`I r " II PRGP. Ill I s 0 ( ~ I OTHERWISE, G.C. WILL DE CHARGED. ~ r ~ ~ s~ I 1 a ~ I I I I x ~ O~ G . I At ~ ~ ,3 ~ II ® ~ ~ I I r, cxasnNC n° ~v IA® °7' PREV~t~1T"OR I G G (®ONSTR. 2.0` 9 J~ ~ t ~ a~.~' ~ m 'e> 1 ~ a~" Ggg ~ RIGGC~~" L1t~lE 5°a~M k. r3~.~Ja h ti` ~ C.e,/RB ! C~UT'Ti;F? `~'RF, ~s, r,,~e I I " ~ h ~ ~ $ Y ~ ~ ti . , v `fir 04 h h h 1 8 ~ 1• ~~h~ ®y ~ LOT LIGHTING RECCIMMENDATI®N ~ ~ ~ ~ , h1. ~~,6 I ~1. L~, ~ ~ . ~ ~ r~.10 ~ ~l ~ h D"6®T. TYPE INLET 5? ~ ~ ~ ct'~ ~ ~ z ~ I d f ~ /2 1 - --^c TDP 17F GRATE ELEV< = ~ 9" 3'.6u G IA' E s c ~ .4 ~ B C,7" Qua 5~2~ I ~ h. ~ I r ~A ~ ~ INV. ELEV = 55.19 EXISTING LDT LIGHTS TC~ HE RELGCATED AS REQUIR~II ` ~ u ~ ~ ~'m Id ~ ~ °~l I e lc.T ~ ~ ~ L~I II . ~ (I ®,o ~Q ®~''?EW.4L~4 NOTES ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS NOTED. ` ~ ~ I h P4 - - ~ ~ PARKING INF~E]RMATIC~N ~ " a ~ \ - ~ ® - - - ~I 58,/Co EXtS°f. t' WM y1. h' y~ e S?G~'W.9t~ TAP of PlP~" AP ~~.5~ ~ ~ ~ ~ ~ ~q ~,~1~- ..a I 3 SPACES lo' X 19° e 90 ® ~ ~ ~ 3 ~ 15T"; ~ID;PL ! EK1~1 ~ ~2~~ W s° ce;LS 12 sPACES lo' x 21" ~ so ~ ° HANRICAP , ry1~ qr. ~;f a~" ~4 ~G. ® o - --Z, ~ ® ~ToP a~ P(PE A ®X. ,5`5.1'` ~ R ~ °I G SPACES 9` X Rl p 75 ~ ~ ..'v.~I ~ s ( P SPACES 12" X 19' @ 75 ' ~ a a ~ 1 Access ~a q y®, ~ / Ctll' ~5 ~ PRfOP. 6~6~' ,,q E^ A, ti, ?,7 / RAMP h y~ ~'1~'(' ~ h'1 !y`I' I ~I y1 91 (gyp ` g'~ !C® EX1Si1NC CURB INLET ING CURB INLET LI. I ° h ~ p 1 1 1 1 1 y :1 0 h by / h 7 h ~ h E. PIPE (15" RCP) Q ~ ~L T(~ ELEV. = 56.95 ~E (15" RCP} SANITARY SEWER AdANHaLE IPj SPACES 9` X 21` ~ lie ~ t Q ~ :LEV. = 56.95 N. RIIA ELEV.= 56.68 "s r W TER ME'1"ER (f3Y 1°TY ~ TWR• PRQPQSED CURB INLET INV, ELEV. s 5z.a5 ;LEY. s 57.65 ~,~,C7~•~• ` N. INV. ELEV.w 51.25 (ta" VCP} SPACES X e a a ,r I l 1 PRDP®SED INV' ~,~,,yy C®NTRDL WEIR tSEE JP~SED INV" = ro E. INV. ELEV. 51.zo (to" vcP} Iv ~ I w. INV, ELEV.= Sl.zz 6" vcP} lJTILITY INFC~RMATICIN W ~ ~ ~'a~° ~~,~e, ~ ~ DETAIL 'A'? Lil ,E~" - ~ a~ ~G ~G v c, G G v o SIZE TYPE LCaCATIC]N Cj} ~ ~ ~ ~ ~ ~ ra , ; o~~ ~a~~° 1~ F`' ~ ha ~ ,~~~n. 1,~4`° a~4`' 6y~~ ~~n, 9~4ti ,o 2 ~B a ti h ~ h~. ti~ q. a6 ~a ~9h1 ~6 ti~~ .,v ~ SANITARY SEWER Gut_F Tn BaY nLUD, ~ cnRaNa aVE, cI a e. e . i~~' I ~b. o ~ ~ h g• h h h h h~ . h~ . 9 ~r®~• ®5 4 ~ : h h h h~ h~ h~ h~ y~ Qh 9` 1 WATER ~o` GULF TfT eaY ~ ~ c®RI~Na aVE~ ~ lr~A .E[., / ~ ~A9° h1w° ST[]RM SEWER SURFACE RETENTICIN ~ ® ELECTRIC aD,1ACENT R,CI~W. j 55.E ~ ~F.D..T® DTES ~rc.,~ Box GAS 2` ALQNG E. R1W C[1RCaNa AVE. PROVr~~ L.F; ~ THE CONTRACTOR SHALL ~ :r .°.i;..>•,.'; ~ ~ ~ CoNG. S®aW~ic.,~ BARRICADES OR OTHER D TOR SHALL PROVIDE ALL NECESSARY JR 4TNER DEVICES TO ENSURE SAFETY SURVEY INF~URMATIC~N ~ ~~~r~TRUCr' r'v~E ~ CuRB ,~„~,0,~:- OF THE WORK AREA FOR ~fP 5X f' r !°~R r, ®u~Ex Fe'E ulR~~1'EN AREA F®R B®TN PEDESTRIAN AND ~ ,~,trl/ ~G• #,~oo ®!~?tE~r' ~ nelslr°C!-!E'JC®S7" Q VEHICULAR TRAFFIC IN At iAFFIC IN ACCC?RDANCE WITH FDDT PREPARED BY= GEQRGE A, SHIMP & aSSLICIaTES, INC~ c°T 7 w ® ~/a G~zA s NDEX #625 , , , `a ~ ~oCota ~ 3C 11 U~S, ALT. 19 N., SUI~fE D -a ~ i G% L~ Q ~ 7°`O ,~z~~-rO~~aa 2® CONTRACTOR SHALL NOl SHALL NOTIFY THE FDC1T MAINTENANCE PaLM IraRBaR, F~oRIDa ~a~~3 j !r L I R~r°~aT! (®r~'~c.. s°n) "?rrr~®^t OFFICE ULMERTON ROAD - r~r R1w ~E z~.o.r. ~a~QUl~~~r ~ RTON ROAD ®CLEARWATER AT 8~3 ~ 4013>7sa-5496 ~ ~ ~ DATE R4SEP9~ ~ ~ 570.5101 AT LEAST 4B HOu '.AST 4S HOURS PRIOR TC THE START OF CONSTRUCTION ~ :TION LEGEND ~ ~ ~ z r ~ 3, ALL ELEVATIONS SHOWN INS SHfJWN ARE BASED ON N,G.V.D. SANITARY ScwER GAS ~ ~ .-.~...5 S - _S __...._._S_-__ G -G G- -G- ~ ~ r ~I WATER LpT LIGHT LP~30 ~ C1 ,~~"'~',~rv~/®/~ THE CQNTRACT®R SHALL NQTIFY ALL W__.___._.dW.__._.__W.._.,_.___..W._.._ L.I ~.9u~ UTILTIY COMPANIES PRIDR TQ START STORM SEWER EXISTING ELEVATION f76,5) QF WQRKa IF ANY CRNFLICTS EXIST ~'e,z~3 AT THE LQCATI®N ®F STQRM QUTFALL -ST---a----ST-ST -ST.-- ELECTRIC PRGPaSED ELEVATION 77,0 ~ ~ ~ ~'c" = CONSTRUCTION, THE ENGINEER SHALL r E__------~E---_EE° ~ w Il f ® BE NQTIFIED IMMEDIATELY, f rY e~ ~ PLAN SCALE 1®= PQ` ~ ri ~ a < 3•aa 5~,lj ,~~C/.~PONP/N .T" J ~ ~ 4 CI Y ~'u~F 7~- ' E PRO S STREET ADDRESS ~ ~ ~ ~ W B~v~ 5~'.9/ ~~~a SAY ~ z W ~ z cif'/M~f 1NARNING $t A N Q aL~~~ ~ ¢ 35,114 .F; 31,500 SF (31%) ~ ~ ~ ~ ~ ~ , ~wU~ ~c ~ ~ ® d t ~ , mot.-~°~.~ - l~~~~.Yc A®OVE GROUND OR UNDERGROUND UTILITIES MAY BE IN P SPACE PERVIOUS A ERVIOU AR } 3,86 .F, 7,500 SF (1w°/®~ ~ ~ ~ ~ ~ W CITY sTAIE STATUS DATE BY THE AREA OF THIS PROJECT =PROCEED WITH CAUTION. "°W/L)~ NTRACTOR IS TO CALL THE SUNSHINE STATE ONE GALL CO 1•tl~,/R" AT (t>bOp"d32.477p) AND FLORIDA POWER CORPORATION AT (J` {g ~ ~ R ~ ~ ~ C~_~~W~TR PRELIMINARY ~ G! L.7°° INNING WORK. rQ5 B / ` (t•61S•842.9591J, 4d HOURS BEFORE 8EG 39,000 39,000 .F. ¢ ~ ~ ~ ~ N n .,..~.•r®~,.® n n CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN THE ®".r,~, ,~..A .A w ~ ~ ~ ~ ~ ~ ~ CCIUNTY PLAN CHECKED U r~ Q PLAN /I ,C{.r I IVIV D 6 II AREAS Of CONSTRUCTION. PARKING SFALt' ~o ~c I = m =c= a c= PIN LLAS AS - BUILT ~0 v n fn u a. u- 2 D INLET MODIFIED TO.CONTROL, WEIR SECTION 13) TOWNSHIP 29 SOUTH, RANGE 15 EAST 0- 'REGIONAL DWG: NCI DRAWN BY, A CROUCH E~ T ® 1 DETAIL A a .Y '1" , FL 6 DATE DRAWN, 07JAN93 eE0 Nrs . MAT H LINE THIS SHEET c TY CH GENERAL NINES ~ w N.T.S. ~ SING 1 IC}N l 1 Q~'~~~~S~-~I1 2~ SOU I'~-I, RANC~~, 15 F11S I' TYPE cuRB INLET za~~NC a~ _ i. McDONALD'S ROAD SIGN AND BASE ARE BY THE SiGN CONTRACTOR. _ _ st~t7_._.___ _ CONDUIT AND WIRING ARE BY 'ENE GENERAL CONTRACTOR. ~ E. L.- ~ , . TYPE CURB INLET E.E.=59.45 U) 2. bASE5, ANCriOR E3t1lTS, CONDUrT, ANO WIRING FOR ALT. OTHER tI{ E.P L. I I I,E.-59.14 n SIGNS ARF E3Y iHT, GENERAL CONTRACTER, .W ~ ~ I ~ _ F ~ 3 3/a" EMPTY CDNQUlT TO LOCAtIONS S}TOWN AT THE. LOT PERT- ~ 6~' p~ " ~ f~l METER FUR LUf LIGHTING IS BY TE1E GENERAL CONTRACTOR. LICNT _ ~ 0°,, ) f fNG FIXTURES, BASES, POLES, CONDUIT, AND PARING ARE BY THE a - ~ _ , _ - ~ _ _ p ~ LJ 5TAT10N F e ~ R 1 ~ f f~ j OWNERJOPERATUR, SIZE aa~toanrmw ~,a' ~ a, BASES FOEd ELAGPOLCS ARE BY THE GENERAL CONTRACTOR. ANCNUR . ~ I . ~ , BOLTS ARE E3Y 1}{E FLAGPULE SUPPLIER. •tl S PROPOSED U1lUTiES ARE SNUWN IN SCI{EMAT(C ONLY. EXACT Po~ z ~ 1 ~ k~ cs g h 6 I 6~ ` q2 ~4. ~ , ° , LOCATIONS SHALL E3E DETERMINED TO ALLUW FOR THE MOST ~ ~ , . ~ . - 4~ 3 _._.__r ~ ECONOMICAL INSTALLATIUN. l' . ~ ~ C 5~1(}'~45':-64.69° 18.55 6 110 X70'=74.92 " I B. THE CUNTRACTOR SFIA(.(_ CUURDINATE W}TEi ALC UTi(1TY CUMPANILS OJtr-YO~ BdT B.RAIYARP ~ N Z TO DETERMINE EXACT POINT OED SE:Ri~CE CUNNCCTIUN AT EXISTING ~ m I~ ~ s• I ~1°,. .1, ~ . d p, _________~_.v. UTILITY. REFER i() THE E3UfLDING ELECTRICAL AND PLUMDING p~ DUMP~TER WITH QD _ ~ ~ I v ~ ~ ' L ~O A ~5~ ~ ~r, r~ o ~ - ~ STOCKADE FE ~ ~ ~ 0~ tl < GRAWlNGS FOR UTILITY SERVICE: ENTRANCE LOCATIONS, S17ES, AND O- M t7 1.. 20 ~ T 6 N 6 I m ~ ` ~ C~ 49 A w ~ a SCREEN ~ 6 3 ~ r ~ ~ m 9 ~ GREASE TRAP: r ~r 6 3 I t+ •°el~ e I ~ p~, CIRCUITItJG. ~ O ~ N X 1. ALL E:LEVATIUNS SHOWN ARE IN REFERENCE TO THE BENCFBMARH jij t 6~. v ~ 0tt' _.r------ ~ 6 ~ a ~ . ~ f ~ , ~ ~ , N' ~ ~ r tC ~ AND MUST BE VERIFIED E3Y THE' GENERAL CUNTldAC1UR AT ~ " ' ~ GROUNDE3RE.AK, 1 INCI~t - 20 1=E~~T , ~ ~ ~ ~ ~ 8. FIN15H WALK AND CUE?f3 EIEVATiONS SHALL BF. 6" A(3UVE FINISH a> ~I' ~ ,s' 2" W.L. t ~ `~„LEI' 21.a' 74.0(}' ~ ~ - - ~ i II I (1t~~ (p PAVEMENT. E , II ~ - Z C Z V I V ~ N vj ~ ~j R ~ I G. nEL LANOSr.APr nREAS sr{ALL E3E RalrG}i GRADFn Ta s" r?Fi -w ~ r S~ ,I ~ " a x~ ~ TOP OF ALE. WALHS AND CURBS. FINISH GRADING, LANDS, Af ~ ~ ! AND SPRINKLER SYS1EMS AIdE BY Tt{E OWNER/OPERATOR. E ~ - G ~J a ; r, 17.0&'. ,I fDao° o I 6~' ~ i - wA(E 510W C)f~f VALVE z.-~ ~ ~ o - ~t ?_1 i ~ ~ •~k ~ I 6 ,F ,r,/ ~ ~ 10. LOT LlGti4TNG CONCRF,TE FOOTINGS TO CCrJFURM W1Tf1 THE SOIt.S _ ~ - REPORT RECOMMENDATIONS EUR TfdIS PARTECUTAR SITE. taI I I McDONALD S • SIGN ~ ~ n ~ ~ i - GA5 YA114~ I ~f ~ fs, ~ ~ ~ h . - (lAK ~i i~ 31 Q~ F. I ~ PAViNC SPE~~CIE~~ICATION , ~ e i l : ~tia~ ~.~J k 1 ~ (MINIMUM TOTAL COMPACTE~O ASE'NAL.1 TI~1lCKNESS) - ¦ - IiICKQRY ' ~ ~ CS tp' i _ ~ _ _ .._..__.__p.~.__._ _ s TREE ,n f3 R[MOVED I c~ ~ _ _ ~ ~ ~ I . 6 ~ _ The General Conlrgctor shq(l provide McUor~ald's w/ slrurlurally Q _.__._e _ ~c4,S . i - - cosmeficolCy sound driveway Q parking are{is aGCt.rrding to the (,j Q j~ lollowing speciilcotions. All sub-base sail, till Q bock-Fill areas ~ ~ _~e_- G GAS . va _ T . i3uR~1 ° ICtEPI IONP I ti. 6~ ~ ~ 13.0 ~ ~ ~ ~ ~ shop be compacted until the upper one foal attains a, density aT of ~ ______C . C311Ri~it CA(31E iV ~ _ _ u~ ~ •r r F ; ~`~S \ ( leost 9`i°!A at the maximum modified Proctor dry denslly (ASTM D, ~ ~ ~d`U HATER ~fA'N `L _ ~ a~' 155rlAASHTO T-1801. The base material shall consist of 6'" r-s ~ - S10NM S(:P~~R ~ ` _..~__.,___.~°-.do°" ..__14,6®. ,,,,,i _ I f ~ (<b 1 f,0 = 66,96 - 36.35" I ~ minimum campacted thickness :rushed lirnerack (FE)OT Approved wJ ~ L(3T3 ~ 100) placed Q compa~ °ed fo 9f3°l~ of the mgxknurn rnodilied ~ S S E _ 1~ ~ 4 ~ w___.......__ ~ ~ 6`~ ~ !t iv 60 t ~ ~ ~ Z. a'fi 61.16 _ 6"~ ° A ~ ~ F'roctar dry density gASTM C '`,571AASNTO T-IGOp. Alternate base w ~ . 2 ° _ A_.. 1,56 ~a.~._ . ' ~G materials may ba used upon recommandatian of the Soils engineer Q ~ k+ . 24.00' ~t tJ 1 TYPE CURB INLE , ~ i ~ , ~ ~ gPProvaC of the McDonald"s Projaat Manager, Ali osphalt shall be W ~ ~ ~ State of Florida spoaificotion Typa S-I moditied w/ a minimum ~ "Marshall f ieltl SiahiliCy T~esl" of 1,250 lbs. Q minimum compacted ~ ~ ~ ~ ~ ~ j ;1 , ~ ~ ~ E.E.=58.95 j Thickness of 1?."i. All testing shop be done by a r.rrmpany appravad ~ o ~ W ~ i I' f F /i ~ ~ ~ ~ ~ ~ _ ~ ni ~ 9 'I`~ / ~ ( by the McDonald's Project Mgnoger; Said company shop be directly ~ U Z ~ , ~ y 6 ~0~ 61,1 ~ ~ sr ~ i " Y i f 4 I ~ respansi!~le (o E3 shall consider McDonald's as its only clianT far a ~ X ~ 61 a " . . . _ I ~0 I 6 X 6 S MP ~ I ~ ~ 167 L,t>>.. X18 R.C.P. ~ 0.12% ~ gs'a~'a i G this project, The locations aT all tests shall ba selected by the ~ ®N U ~ Mc()onald's Prajecl Manager. The sub-base shelf be tested in four n. ~ ~j ~ - it"~ AINA AN Ulkl I iY EASEMENT ~ ZQf~IUG f 10 OR GE D t~s' _ ~ r"©. o ~ ~ I I ~ l~l lacations far bearing value a rompaction, The base shall be I _ i Y I fesicd in four (~1 locations far Thickness Q aompoalion. The ~ ~ ~ ~ ~ I ~ gsphalt shall be Jested in (our (~j locations tar thickness, type f3 ~ R, ~ I 4 ~ 18 F.E.S. 4' CSI ~ e . _ ~ f TYPE CURB INLET f ~ ' 4.65' A. E w ~ s(abi[ity. All the (eshng Tor each praaedinq material roust be salis• TacPory before each successive materia! is installed. McDonald's ~ LE.=58.42 ' i E. EL.= ~ 19.aa -4;50' ~ r ~ I _ ~ ~ LE.=58.62 i ~ ~ shall be notified of the test results oT ail tests E4 re-tests. When , ~ ip . ~ ~ a test fails ar when, in the opinion at the McDonald's Project Mgr. ~ ~ ~ i ~ 6 zaN~~~ c-~z 4~, ~ I i f L ~ ~ F~ X f Qlor Construr.tian Mgr., the insfollation is unsatislgctory, remedial ~ ~ ~ « fi " ~ ~ (eshng Qfor remrdigl corrective meosures shat! be done in accord ~ ~ I ~ once wf Their directives. A11 the above tasting sholk be done qI the ~ ~ ~ h t~ PINELL~AS CQUf~TY ,r ? r I General Confraciar's expense E3 sbgll be included in his/her C.S.S. ~ ~a ~ ~ ~ LE.=58,75 ~ < ) t ~ k i I ` I ~ ~ i 1 ~ iAr.DONAID'S F.NCINEER RFSERViS THE RIGHT Tp REQIICST A CaIARACflQN ~ ~ ~ tr ~ cj ~ f • f ~ ~ LEST AND/OR A CORE'. SAMPte. IF TE5?S PRQi>i CpRRECT, PFR ApavC ~ tat _ F_ n m I ~ SPEC61CAtlatd, 1? 515 Wilt t3E Ai hiF EkRErdSk' OF FAc00NAlD S aC ~ t ~ t~ _ Na1F ora,Fa~nsr, r,c v~(!. tBr._cnnRCtn. ~ rn ~l m f ~ ~ ~ ~ I ~ r a NT I ~ t ~ ~ F~, i ~ p'p i ~ r ~ a I - _ ~ tJ ~ E~ t.C}T I.IGH~TING I~E:~COMME:NDATI(?N ~ ~ I ~ f ~ f P MATCH LINE THiS SHEET ~ r `t I I ~ ~ ~ REQUIRED . McE~NAt,~S XT~N~ p~T7c1~T.~ MiN~R 4--26' C()NCi2ElE LOf LIGHT POLES l ~ ~ ~ ~ r I I IONING (7,.,TRlC ZONING OISTRlLT: pl. CN ~ i ; C' . ~ r i ~ G 60` usE: usT: vncnNi RFSiaurtArJT 1000 WATT METAL F1AL6DE LIGHT f~IXTURES ~ ' , vi ~,,,,/j f I tOT AREA (Sq• E._ LOT AREn (Sq. FT. & Ac.} tl0ie: FLECi1tICAL GONTRACTOR FO CIRCUIT LOT LIGHTING AS NOTED. 11 It t,i <<a Q E'~ I ~ I Ga I GROSS AREA .I ~ o~ GROSS AREA 1.472 nc.- ~ ~ ca C2 _ _ I ~ r ! ~ (N1 FHIN i'RdPEF _ ~ ~,I I, i ~ RL U`d 'J (WifNIN PROPERTY LINES) 64,1?D S.F Q p ~ L~ PARKING INFORMATION ~ ° .E I TaT w~aTf~ ` AREA I ~ ~ ~ LaT uFr~ ni LOT >MaTI{ zeo rr. zeo rr tao ! T, LaT uEP~n{ aa5 FT. ~a5 FT. too Fr. ~ ~ w ~ w F. ~ o.. ~ ~ r } ®UILDING CdVEf 6' HIGH .GREEN ~ , 450 ~ aSPIINI ! (so. Fi. & z c ©UILUING CaVERAGE ` SPACES 10' X ~ ~ ~ ~ 5 ?O.`~~ W 45° ~ m (SQ FT, & x OF GROSS StTE} VnCANi J,1p0 SE'.~- 4.8x a~ ~ I ! ~ VINYL COATED I i ( ~ SPACES 1(}' X i g' ~ 9Q' r~ ~ ~ 0- O GROSS FLQOR AREA k F.AR, VACANT 3,ip0 S. F,- 4.Bx Sa CES ~ ~ ~ ~ ~ ~ RAIN LE K=`FENC ~ ~ I ~ ~ f~~' 9~ eR©ss FLOdR ASPIfiALi I ~ 1, ~ SETQAr,KS nL~ ~ SPACES X 1C3° ~D 90' J r- seTEaAr,HS (nLSO uaGr.uDING ~ ca ~ G i I F ~ DIMENSIONS ON I i ~ ,I DIMENSIONS UN SITE PLAN ~ 4 ~ E ~ ~ ;°n I DRAWiNf) F ti zl P n ~ FRONT DRAVnNG1 +`'t' 13 SPACES jQ` X )1.5 ~ 6O' ,~~'~yy ~ ~ x FRONT 5) FT. 15 FT. 'W ~ ~ I ~ . _ IOWtST FLOOR EL.= 65,60 I S~dE i ~ C 1 Rr.AR SIDE SPACES 1p' X 21.2' ~ 70° ~ ca s4 FT.(N)f63 FT (s) to FT. T2 ~ ~ r,r I s j. ~ 9 ~ I _ ~ ~,1 I . ~ I ~ G c3. rlEic~ftr Rr.AR ..a so rT. ra rt. ~ 2 ~ ( I ~ F~ anvEO veHicuL aiEictir •.o zs FT. z5 FT. UTILITY INFQRMATiON ~ ra, t~ PnvED veI{IcuLAR nREns 1~1 ~ 4 f 4d B6' ~i ~ ~ L.~ ~ ~ ~ (so. FT. ~ z a (so. eT. ~ x aF sITEE 36,aaz s.F.- sz.4x Si~E TYPE: LOCATION ~ ~ a ~ , ~ ~ ~ ~ _ - v OPEN SPACE OPEN sPnGE SANITARY SEWER NOR1Ei TO E3ARRINGTON DRIVE ~ TOTAL FOR fl# M•` ~ ~ 1 . , i TotnL FoR nr[ for ~ (sn. rr, ~ r. oe sITE) z4,21e sr.- ~rax 3ar. WATER ALONG EAST R/W HEEdCUEES AVE. ~ ~ ( i ~ .f ~ t ~ ~I ~ ui (sn. rr, ~ r. d t . r j I r y 1 / I j ( c~ FdR THE. FRdNI FOR THE FRONT YARD ~ 5T0RM SEWER IN SUNSET PAINT R W h.. (S0. RT. k 7. OF REgUIRED 4,119 S.F.- 6~x 557. t ~ T.O.B, EL.=61.00 C, ~ r I j~` FRONT YARQ) I I \ ASF'l1At 1 I BoTTO~ EL,=5x.25 I , ( ~ I r FRONT YARD) f3 ELECTRIC OVERCiEAD AEGNGWEST R/W HERCULES AVE. D.L.W. EL.=59.75 ~ I ~ ~ E ~ ~ j } PARKiNC Lai it ~ ~ I (so. FT. ~ x a PARKING LaT INTERIOR LANDSCAPING Eso. FT. k x of Paso z,aa7 SF- fi.6x 6x .GAS ALONG NQRTN R/W SUNSET POINT ROAD ' ~ ~ _...CAS RUMP ISLAND ~ I ~f i ~ ~ T i ~ VEHICULAR AR VE'HICIILAR AREAS} - ti ' i ~ / t~ ~1 z 1 l A PARKIN(; 1 0 PARHING SURVEY INFORMATION .r , FAST FOOD RE. I i ~ ~i.°, ~ ~3 sPACES~ FAST FaOD RESTAURANT ~ t3 SPACES/1,000 S.f. REt1'D. a3 SPACES PROVIDED 13 SPACES/1000 S.F. PREPARED E3Y: L~1 ONTRO STRUCT. , ; I COVERED G L I n° I :AREA ~ I i no sPacFS RealnREO GEQRCaE A. SEiIMP II ~ (n tea I.E<=56.75 ~ ASPHAET ~ 4i I r ® I , do t oriel ASSC?CIATES, INC. ~ C7 ~ LEGAL DESCRIPTION -PARCEL 2 ~ 3211 U.S. ALT. 19 N. SUI~EE D > ~ j~ 1 P I p ` 4` lQT 2, SUNSET OAKS, ACCORDING TO TEIE PLAT 161EREOF AS RECORDED !.N PLAT BOOK 84, PALM !-IARE30R E-l. 34683 (0 `Z h I V @~ f I ~ i f ~~A I ASPfiA(.T 1 PAGE 1, OF T}iE PUBEIG RECORDS OF PINELLAS COUNTY, TLOR!DA, ~ DATE- OCTOE3ER, 1995 ~ ~ ~w„ ( GAS PUMP ISLAND f ~ f ~ a I I t f ~ LESS i11A1 PARE OF LOT 1, SUNSET ON(S, A5 RECORDED IN PIAi BOOK 89, PAGE 1, LFGFNC} ~ ~ ~ I F ~ I . PUBUC RECORQS ~ PINELLAS COUNTY, ftOR@A BErNC FUR11iER DESCR4?E0 AS FOLE.OdS~ ~ 2 SANITARY SEWER OAS ~ BEGIN AT THE SOUi}EEASi CIXtNER OF SAlO L0f 2; T}{ENCE N84'OG'16°w 100.00 FEET 1O -.-5-_______S_._.___~_S___-__..__S-_. .._._..C,_...___.C____._..0____~__.G_a___ tiT 2`~ ~ ~ ~ E E 4 t E ~ I i, \ ,i / TliE S(Xli}iW'EST CQRNER OF SAID LO1 2; 1}IENCE ALONG TILE WfSi LINE OF SAID LOT 0. ~ I 38 l..l°,--15 RGP ~ 3.47 I _.~---__r..~. _I____ r _ ~ , ---W-----W-WATER6WW~_____W___._ L.OT Lich{T ~~-~~rA~ LP: 30 C? NDO' I 44' W 5.86 fTET; TfiENCE LEA~NC SAIp LINE, N89' 44' S9" E 82.24 FEET; ~ U a i v _ _ _ _ ~ _ hiENCE 589'06' 16"E 17.~I5 FEEL i0 1(EE EAST LINE OF SAID L01 7; THENCE AI.ONC STORM SEWER EXlS~TiNG ELEVATION ('76.5j SAID UNE S00`1T44'E 7.50 FET1 TU iIiE POINT OF BEGINNING. ST------ST--_ST------ST--" . _ _ _ _ _ _ _ _ _ . _ i _I _a____~__..___._._._._ 1..... _ _ ELECTRIC HR0P0SED EEEVAT10N 77.0 E= LEGAL DESCRIPNON - PARCEL. 3 - _E_____._._E~---~~E---°-E.-~° ~ a ~ . ,m _ re ~ _w _n mss'" ~ t}fE SQlll}d E6Q FEE[ OE JOT 1, SUNSLT OAKS, ACCORDING TO 11iE KIAP OR PLAT ~ n ~ _ h ~ .A___e...~,u _.._..~.x_.___ ._K_ ~ _ _ x _ ~ _ ~ ~.m__ 1 ~ ~.a ~ I TilEREOF AS REG(y?DED IN PLAT Bt}OK 89, PAGE 01, OF MF PUBLIC RECORDS OF PLAN SCALE: 1" = ~O~ ~ ~ ° ~ F PINELLAS COUNTY, TT.ORIDA. ~ e~ a ° STREET ADDRESS ~ ~ a ~ « C i lE ~ fig. ~ cy9~ ~ ~ ~a ~ c~9 ~ ~ Lt,= ss 9o i, F~ Nate; C ~ LEGAL DESCRIPTION _ OVERALL PARCEL (PARCELS 1, 2 AND 3) ~ [ ( } n~Ranr ri.- s~ la f F ~ F ~ S MV, [h= 6dOt {15" f';P} ALL'PAVEMENT MARKINGS AND SIGNA6E N1ll Be INSTAU.ED~IN ~ i[...i\1~~~_~~ ~ J~~~l_ I ~l.J~~~ I\IJ~U ui cza a~ w o ~S A TRACT DF LAND TYING IN SECTION 1, TOWNSI{IP 29 SQllfll, RANGE E`,z EAST, PINELLAS rr ca ~ a u a N INV. EF.~ "~(iJ9 (i5" R CONFORMANCE N11H FDDt ROADWAY AND TRAFFIC DESiCN STANDARDS f ~ COl1NTY, TLLkTIDA, BEING EIORE PARTICULARLY DESCRIBED AS FOLLOWS: Yf. INV. fi.= 5' c Pl £ (BDOKLE7 DATED JANUARY 1994} AND THE MUTCD MANUAL ~ Nt.NV I~ ~ 5 1 CITY STATE ~ Y ~ f ___y_.q...._... r _ COf~fdENQNG AT 1}TE CENTER OF SAS SEGiIC~`I TTiENCE NQQ° T 1° 55' W ALONG THE ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - CENTERLINE OF HERCULES A1tNUE, 91.05 FEET; 1TiENC[ 589' 42' 05' W 50.00 FEET 1O E ~ ~ /TRY 26UC ~ C ~ _ _ __......,a_.____ ~ 1 ~ ~.w~ f e 1}iE Y~STERLY RICHi_pF-WAY OF HERCULES AVENUE AND Ip 1}IE POINT QI BC(~NN1NG; 1EIENCE S42'S1'04'W ALONO SND WESTERLY RIOHT-OF~WAY DF HERCULES AVENUE 43.70 COUNTY P .AN CN" , E FEET TO 1TTE N(}RIHERLY RIGHT-OF-WAY OF SUNSET PIXNT ROAD (NEW A1IGNVIENI}, i I _ ry r ~ ~ r- i~ x n ~.ra~w,r. _ THENCE N89'06' 27' W ALONG SAID NORTHERLY RIGHT OF WAY 187.86 FEET' THENCE p' I IN L I_ L koL-!'r I t l-% I° °r "II I ! III ear CONTINUE ALONG SAID NORTHERLY RIGHT-OF-WAY S89'45'00'W 8223 FEET TO THE A P ! L.. WESTERLY BOUNDARY OF SUNSET OAKS, AS RECORDED IN PLAT BOOK 89, PACE 1, PUBLIC RECORDS OF PINCLLAS COUNTY, FLORIDA;, THENCE NOD' 17'55' W ALONG SAID WESTERLY REGIONAL DWG. NO DRAWN BY: ~ ~NAJ ~ BOUNDARY OF SUNSET OAKS, 354.17 FEET; TTIENCE S89' O6' 27" E 280.00 FEET TO THE J.M.K. , WESTERLY RIGHT-OF-WAY OF HERCULES AVENUE; THENCE SOll 17'55F ALONG SAID \ - - SUNSET POINT ROAD WESTERLY RIGHT-OF-WAY, 320.03 FEET TO THE POINT OF BEGINNING. FL ti 9, i'. u--,I t DATA DRAWN: 1 % 4 : u- 30 CONTAINING 64120.00 SQ. FT° OR 1.472 ACRES MORE OR LESS. 205B-SPI,DWG NOV 95 v 01 ~_"tL MATCH LINE -THIS SHEE LEGAL 4~5GRIPTiON - PNiCEt 2 T . _ ~ - COT 2, SUN~T QAKS, ACCORDING TO THE PEhi D1EREt~ A5 RECORDED IN PEAT B(~K 69, GENERAL NOTf:~S , r ~ ~ , , zoN~N PAGE 1, ~ ~ PUBLIC RF.Ct~tDS PINFLLAS COUNTY, Ft(1<tIDA, t a , , _ ~"I' I I t,a IIi 1. McDONALD`S ROAD SIGN AND t3ASE ARF E3Y T}iE SIGN CONTRACTOR. ~ ~ t , OWNER: RI ~ , > CHARD W, COPE, TRUSTEE ~ TYPE A CURB tNIET , _ ~ A CURB INLET ~~~a II I . LESS 1NAT PART OF COT 2, STlNSET OARS, AS RFCORDEU 1N PLAT BC{)K 99, PACE t, ~ Pl1BlCC RECORDS OF PlNEllAS COUNTY, FLORIDA BEING FURTHER OESCPoBFD AS FOl1.OW5: cONOUiT AND WIRING ARF HY T}tE GENERAL. CONTRACTOR. LE.=59.45 ~ I 2. f3ASE5, ANCHOR ppLTS, CONOUiT, AND V~IRING FOR ALL OT4iER Ui ~ LE.~~9.14 0 ( t3-~ r~ at.ae • t 1 t u"0 ~ ,..e..>., ~ I I I I RROAI Q.= bD92 I BEGIN Al TIIE SOUTHEAST CORNER OF SAID t0T 2; DtEN~ N89'Oti° 16"W i(}OOO ffET TO SIGNS ARE T3Y THC GE.NERAI CONTRACTEfT. ~ _ ~X Q, N, NY fln 5184 (SD' RCPJ ,v.. t Y s. Fcvt i DIE SOIITHY,EST CORNER OF SAID lOT 2, i}tENCE ALONG DtE WEST LINE OF SND LOT. 2, ~ NDO'tl° 44"W 5.86 FEET; DifNCE LEAVNG SAID t1Nf; N69'~4`59'E 92.24 fF.ET; ~ EMPTY CONDUIT TO LOCATIONS SHOWN.Afi THE LOT PERT- ~ ~ t z I ! OUMPSTER WITb1f WOOD W. ~ 4` 4 I STOCKA W ~ _ I ~ I r x~ ~v a.= sss~ ie r"r) _ . `p QE FENCE I se. nrv a~ sass (a' PVC) I _ e; tIIENCE 589'06` 16.E 12.x5 FEET 1O >HE EAST LINE SA(D l01 2; D{ENCE P10NG METER FOR LOT LIGHTING LS ®Y THE GENERAL CONTRACTOR. LiGtii ~ ~ tTa SCREEN /a ks _ ,..._.~...a~ 1~~ ' 4,00° I3 ~ m t. ~ Q ~ ,5 -°-e-~°°,.~ ° . e_ UFT STATION I w ~ a ~ ~c) SAID LINE SQO' 1 T 44` E 1.50 (EFT TO Dff l'0lNi OF BEGINNING. ~ ING FIXTURES, ansES, POLES, CONDUIT, AND WIRING ARE BY THE ~ ' ~ s Q-• °I° ~ ~ 57.0 e~ ~i w ~ LEGAL OCSCRIPDON - PI~~L 3 OWNER/OPERATOR. r ~ ~ ~ a DIE SOUTH 16O FEET OF LOT i, SUNSET OAKS, ACCORDING TO DIE M~ OR PLAT 4. k3ASLS FOR Ft.AGPOLES ARE: [3Y THE~GENF.RnI CONTRACTOR, ANCHOR is as ' ` I 2 ~ ,r a ~ . , 1 1ti ~ r, , ,~w o• ~ . r ,r N ~ I r ! ~ ~ ~ ~ I DIEREOF AS REC(ytDED 1N f~AT BOOK 99, PAGE Ol, OF iNE PUDLiC RECORDS QF ' / ~ w f3QLTS ARE: I3Y THE FLAGPOLE SUPPLIER. ~ ~ I PINEILAS COUN 1Y, FLORIDA. I; tt f,. X I I ~ t r. 49 61 ~usrR ~i d ~ r`r ~ , I w PROPOSED UTILITIES ARE: SHOWN 1N SCkiEMnTiC ONLY, EXACT ; ~ ~ - ~ (LEGAL. fTESCRif'iION - OVERALL PARCF=L (RARCfLS 1, 2 AND D~ LOCATIONS St(nt.k. f3E DETE(tMiNED TOAEkOW FOR THE MOST ~ 1 f ~ ~ ~ ~ I I I I ~ _ ~ ~ ~ 60' A 66.96' ~ ¢ ~ ° , < NOMICAL 6NSTALLATiON. ~ a I ~ ~ ~ A TRACE OF IANO Lt1NG (N SF,CTION t, TGWNSIf!P 2q $OLiD{, RANGE 95 FAST, PINEtlAS E°° A „ , ~ ~ d 6 t~ 10' 4k fi0' 6G°96" ~ I I U ses ? a ~ , ~ ~ -_.e,.a....~.~... ~e d _ , ~a~ 3.COUNIY, FLORIDA, BEING MORE PAR(1CULARLY DESCRIBED AS FOLLOWS: 6. TTi: NTRACTOR StdnT.L COORDINATT' WITH ALL UTItLTY COMPANIES _ ~ 1 iv~ ° n ~ - 1 BACKFLOW PR ° I w w ~ I t2 CLEAR t 110N I o ~ ~ w ~,r, , ~ I ~~"a~ t. r~: `'A r PyG DEVIC " @a' I ~u9 a w o.w~ ~ ' TO DETERMINE CXACT POINT OT SERUlCE CO!UtECT10N AT EXIST«NG W i f w ~ ~ COMMLNCING AT 111E CENTER Of SAID SECTION i; THENCE NOD't T 55" W ALONG THE TTLiTY. REEE'~R 10 119E EfUILt7iPdG LkECTRICAI AND PLUMf31NG ~ u~~ ~ . ~ ~ I~ rvU __._~I OPENING OR k ( °t ~ E AND t t/2 ~ I I tnev('~j ~-m GATE ; _ 1.F' s ~ _ . FA w METER ASSEM9lY ~s'._._... I w ~ ~ F. I ~~m •CENTERUNE Of" HERCULES AVENUC, 9f.CS FEET; D+ENCE 569'42'O5'W 50.OD FEET TO t)RAwNGS FOR l1TtLITY SERVICE ENTRANCE LOCATIONS, SITED, AND r~ ~ 5 T~, 6" ~ SY C{lY 9 ~ II I ®sv 10 J ~ ~ ~ ~ Ca i iliE WESTERLY RIGHT-~-WAtl QF HERCULES AVENUE AND TO DiE POINT OF BEGI,NNIh;G; ~ CRRCI)ITING. ~ w x La ~ : DiENCE S~2'S1' 04" W ALONG SND riESfERLY RIGH1 OF-WAY ~ l{ERCULES A1~NUE 43.7D {a ~ 2 i F GREASE TRAP ° FE P 4'~ I m^ • ~ x cs ~a, h ~y _ - , 6 E AID 0Y DEVELOPER a s° ~ ( ~ I a .-ma- 62° C° ~ ~ ~ ~ I ~v~~ ~ ! rJ 15 L.F,--B," PVC ~ I N m ~ { I FEET TO DIE NORTHERN KIGNT-bT-WAY OF SUNSET PO'NT ROAD (NEW ALIGNMENT}; ALL ELEVATIONS SHOWN ARC me R _ TO TtiF ETENC1TMnRiC v) ~ I _ e... ~ _ ~ I ~ w 1 ItiC:li - r~~ f~~E.k i '6~, ~ 1.00 ~ t I~- ~ 4 4~'~+~ 1~y l~ 1 ~ IIiENCF N99'06~21"W ALONG SAIQ NORDif:RLY RI(TiT-OF-WAY I6].66 fTCT; THENCE AND MUST pE VERIFIED T1Y THE C~FNERAI. CONTRACTOR AT t:.~ ~ I ~ CDNDHUE ALONG SAID NORTHERLY f9((;f1T-OF-WAY 599' 45' OD' W 62.23 fEFi [d iHL GROUNDE3RE AK. ~ I _ i n .,m~~, I . ~ , ; I a WLSIERLY BOUNDARY OF SUNSET OAKS, AS RECORDED 1N PtAi BOOK 99, PAGE T, PUBLIC I 1 ~ - _ ~ k..~ 24.00' - ts° " ~ (:ECORDS DF PINFILAS CC>{INTY, FLORIDA; DiFNCE NfX)' 1T 55' W ALONG SAiQ Y~S1ERLy ~ FLNISH WnL.K nND CURE3 ELEVATIONS Sldnt_L E3E 6" AFTOVF FINISH ~ 2 w<L. I I ~ I ~ BQUNDARY OF SU`tSET OAKS, 354.17 fTE1; THENCE 569' (}6' 27" E 2BO.Q0 FEET 10 1HE PAVEMENT. a ' Wt ;T(~`Y RRGHT_pF-WAY G~' HERt31tES AVENUE, THENCE SDO'tT55"E ALONG SAllb ~ wEw Y RIGftT_~--WAY, 32DD3 FEET TO 1fiE {'QINT OF BEGINNING. a. nLl LANOSCnPE Af""'" SHALT F3E Rf c"?nDED To s" DELaw ~ I I ~ . a 6 .PLUG W~2 ~ I " I I I N~ i ~ ~ , ~ 100 L.F. 6 D.l.P. TOP Or ALE W ELK di Gf1Rf3S, ! ~dl` GRADING, LANDSCAPING, w ~ i 4•hP• I f CDN1A!NING 6412D.OO SO. F1. OR 1,472 At'HFS MARE DR CFSS. AND SPRINKLER SY ~M5 nRE E3Y ' C)WNERfOPERATOR. ~ ~ t ( ~ 17.oc° ~ 9Ar~. tI I ti Q"I' Vn~GT- , I o 22.37 8sD' cr _ YA~Y~....U...._. ~ WATER MAIN I N I ~ i I~. ~ c D 4p~ ~ t ,.5 kl NALD ~ I i 10. TOT I.IGttE'1NG CONCRETE FOi. CONFORM ri11H TtTE 501LS ~ - - ~ . Q,~n , ; ~ ~ ~ ~ c~ ~ ~ ~ o REPORT RECOMMENDAT'tONS FO~ [6iiS PAl?TICULAR SI1E, ~ f'~- _ ~ I I ~ t ~i ~ ~ I oo s.F ua LI Ct{,Nn E3EFRY ~ ~ c~ ~ ~ `2^ M - - - I f,' -s~.0a ~ ~ ~ ~ r r~ II s• ~ t- I i F'AVfNG `iPE~('"-ICATiC)N ~ ~ ,a _ ~ ~ ~ I I ~ ~ I I Cn14PNOR I ~ ~ ; r" ~'a~-- t ,a. ta' 6 B 4 , ~ r''~r' °P U ~ (MtINIMLfM 2" TCITAI_ ('OMFA~ j Q I i I a ~ ASPNAL, f iTiICK'v, Pr, „ . f,~ - r~ / / f,l i 1 6~ . ~ e".a" F . II ' .BJ r 4 ` ~ I I z ~ the Generc C ~ ~ -afar siaalt provide McDangld's wf structur It r ~~++g o ~ _ ~ _ ~ I~_I ~ I o y ~ rasrneticglly sF }nd driveway ~ parking areas accardirag to the Cj ~ tea l~ 6 , r,. I I.following spc;,,'iica9ians. A(' _ .e soH, fill 9 back-(III areas ~ ~ _ ~ w 9~ ~ 2a" SjOP CURES TSP. fi ..,1 ~k1d SEN,):k( ~ 6~ . ~ 61° EP RIGH ( ~'@ v _r LE ~ I I _ shall tae cor~apacted until Phe uT ono loot atfoihs a density al at ~ ~ SA, ,1tRY SLwt~R . SIGN ~ WAY . i4.6Q _M_,. o I 1 i °f'~ ~ ~ ~ Ieasl 95! of fho ma;;+mum me ~~3 f~roctor dry density iAS i M ~ d Oh~R~ 6 GD~1O ~ 66.96 ~ r• e) ~ e f °i ? I I I 15571AASHTp 1~-iE301. The t,..,.e material shop consist of 6°' ~ minimum campacfed Thickness crushed limerack (PDOT appraved w! ~ ~ p ,25 `~.F.~- . ~ __R.C.P,. Of12~ 6~' ~ >35 I ~ ~`~b9 ~ . L. €3R (OQ) ptacrd~ G campacted !0 9E31 of the maximum madilied ' ~ ~ l 1-~9" TYPE A CURB INLET 6 _ ~ . i ~u , . ~ . ~ Pr actor dry density {Af TrA D•1557/AASHTO T•tG01_ Allornate hasp ~~y ~ ~ ~f~ ; mater(als moy be used an recommendatian of the sails enginoer ~ ~ ~ ~ ~ ° ~ fi ~e 1 L,Fg~ t U R, 4i tl~' Q. 0. ~C/s •`'4,., / ? / ~ I F ` `''`:n ~ I,E.-58.95 ~ ~ . ~ \ a I ? aapraval at the Mc ~o - Prajecf Manager. Alf gsphatt shall be R, ~¢a.~, t' yj 4y ~ t ~ r ~ d'°il~, rr ~ I ' ~ ~ ~24` STOP Stale of f`~Caridq si ac ~ °~afion Type S-( mOdifirTd wJ q mirTimum ~ ~ W ~°`t+.r l ~ 4,, , OAR "oatarshall Field Sfabrlity Test" of 1,250 Tbs. ~ minimum campacfed ~ ~ H E-+'~.f , ~ ` f r ~ f ` t r r° 'r ,d~ ~ 14~ ~ ,00 / 9 • ~ ~ ~ ftYokness of f2°f. All testing shop be lane by a company approved ta°~ ~ W~ '`>e^' ~ 6 6 61,g r' ~ r r' ~ X 6' S MP 6 L.F° r ~ if r' sr ~ "ti ~ b the McOonald's f'rojcof Manager, Said company shall be directly rz ~a""~ L.. l.,d I V ~ r ` r`° b M O ia'vtD. ~r ...t _ i...,-•...`~a~ _ f r' x ` / ~ I t'~~' , , , INS P ti ~ ~ ~ R ~r resPansible fo E3 shop Cansider McOanaid's as ifs only client for ~ ~~y< I ~ i ~ ~ d~ STO N ttns prajecf. The tocalians af. all Tests shall be selected by the oc ~ ~ q~ w - - ~ t,°O f0° DRAIN 1° r AGF AND U1ILITY EASEMENT to°,taC. I ~ . <CC ~ ` McOonatd's Project Manager. The suh base shall be tested In four k . II I ~ 1 ~ tacafions for bearing value compaction. The base shall be 24 F,E.S, r' 4` CC.F' E s° a I ~.-~-A~, CUR9 INLET. j II ;I~ p,a9 ~ ..~..m - I~ ~ ~ !esfed in foi)r I41 Ipcgfions far thickness ~ campgcfian. [ he ~ _ i LE.=58.42 "TYPE "A" CURB INL M ~ I.E. I-~5a ~ ET ~ r'' _ 1 ~ 19.x0 ,53 ~ ~ I t; ~ I i .p~\ csplaott shall be tested in (our locatians far Thickness, ,Type ~ I , ~ `c' ~ I I ~ stability. AH the testing for each preceding material must be salis- I °t~ LE.=58.73 ; " ~ - t~ A CUR INLET ' ~ , ~ ~ ~ rr I I ~ ~ factr,ry before each successive malerlgt is installed. McE?anald°s is shall be notified a( the fast rosulfs al alt tests fl reWtesfs. When L.= ~ ZEN I N " G C- 2 ~ ~ ~ 24 F.E.s. I°E. 58.19 W I ~ s ~ I I f it a Pest tads or when, in Iha apinian of the McDonald's f'raject Mgr. Q v nsa r} ~ 8,lor Conslnaefion Mgr.,. fhc insfgltation is unsa4isfactory, remedial I,E.=58.10; : ~ LE. 58.44E ' , ` x ' I t,9 t ° PINEL I SAS C 0UN TY ~ I I ~ testing ~'or remedial corrcelive measures shop bo done in occard- ~ ca ~ i I Ik f` r t _ i d `1 ~ ~ ' z I ~ 1 ante wl Their directives. All the above tasting shall be lane at the ~ t~ ~ ~ i`` ~ I j General Conlrartor's expense Q shall be included in histher C.W.S. ~ / ~ , y ~ E f 1 a ,I f ~ AicT'ONALa';CNGNFER RC$FRV(~S T6tC fiICN? "a HFQGFST A COAIPAaiIDPd ' ~ I I I i TEST AND/aR A CARE SAMPrF.. !f tESTS PRaVE CaRRCCT, pE'R ApaVE n } _ j 1 I t ~ t ? k j aa. , ` r II l ark 5PECIFiCATtaN, TESTS WILL DE AT T}{E EXPENSE aF aACaQNAIp'S, t~~, a tr) I I I(~ ' NaIE: pT}iFRM1SE, a.C. Wtlt ©E CHARCEa. `7r5 U ~ t(1 ~ ~ ....m t LIGHT FIXTURE , 4. I rl,, ~ ~ 2 4, k~ rs- I r ~ 'F? ~ pRDAt El.- 59.40 f , ~ ~ ~ ~ r, )f.r~ h N r+Y tL• Sass (xt' awl ~ f ~ t~ Rat ~ ! I _ ~M U ~ ~ r l~ , I' S NY. tL= ss a2 SD° PCP i ~ ( } f~' rte) i ~ i>' i t { ~ P(',Ct® S.M, V1Y. kL= 51rD 6° PY~ r ~ } y , M ' ~t~ I f I ~ - =~1 ~ r- o~~~ F~) ~ I I i.aT ~ r~;~ RF_~COMM~ND~Ti(7N _ ~ " _ w~., . I 4E! .5' t f 1. t ~ f ? w ~ ' o~ . ~.,a ~ ~ ~ e~ r I C 1 ~ T= , ,o"" ~ I I ~a r ~ r I o' q t~ I . v._.... 11 I I ~ n r~ ? I ~ w~~T ME1~11. Fi~1F.iDF I_IGFiT ~i~~~aRES ~ ' r w 6 s ~ , ~ T 1--~a' caNC~eTE ~a~F E,IGHT POt_ES ~ ~ rr i~ I ~ , ~ w ~ ~J .r , ~ I ~~C rJO[E: ELECrRic,~nE caNTraACTOR TO clRCUIT LoT ucairirTG As NOfLD ~ ' ~ i C' i ~ E i AREA ~ C r_ , ' ~.J I I _ , i t GN GRFEN I I ~r I i ~ ~ F'ARfCPNG IN~`ORMATI(~N C,~ ~ ~x ~NYL COATED ~a 45 ~ . II ~ 02 ASPNAl1 ± CHAIN LINK FENCEI ~ ~ a I ,A I' _ ~ ~ . L'.. ! I It ~ ~ rr Ua , I E ASRHAIT I t " ~ ' I ti,...~._,.. I ~ I ~ ~ 5 St ACES TO' X 20.5' ~ >~5' t ra car ~ L,T ~ I ~ ' ; T,~ i 11 SPACES 10' X 19' ~D 9p° w a. ~ °F ~ ~ ~ ~ U 't, ; 1 ~ I ~ I I ~ 2 SPACES 12' X 19" 90' (A t `e ~ ~ S T N, r.s. ~ I I ,I { tl 6.1.6o I i I i t.`§ sPAGE~ 10' x ?_1,5' ~ so' E~ r° ~ 1 /`f ~ , ~ 1 e i t tire. 4 ° c~ ' i.J ~W i f I , I _ . _ 1. _ _ s. 44,BG n I ~ I 12 SPACES 10 X 21.?` t~ 10` ~ ~ ~ t3 ~ P i j ~ { ~ ---J ~ r ~ 4~ I _ CL. `Z II ~ _ _ p ~ ~S.- i ~ ~ iI ( UTI1,11Y INf (~~~MACI{~N ~ ~ ~ ~ I ~a ~ Lra ~I I ~ SIZE tYPE (_OCAIION C~ ~ ~ ~i t _ / I Y i ~ I~ ~ SANfTAFiY StWE"f3 NORtFi TO E3ARRINGT~ON DRIVE ~ C? ~ I i - I ~ ~ a q' ~ P T.O. d ~ / I I I B. EL. 61,OO ~ ~ ~ ~ d / ~ v 4t, ~ I ~ Ix. I . ~ BOTTOM EL ~ I ~ ~ I a _sti.~. _ _ _ • i ..59.25 ~ I / I C ~ I I ~ ~ D.L ~ t / i WATER I ( I ~ ,~e ALONG EAST.. R/W ffEidCULE S AVE. ~4 A kit I , i t ,~Y. EL,=59.75 ~ o I ~ ASpf1k(.I 1 ~ I x STORf~d SEWER IN !N`':FT POINT f~aTW 15 F.E.S. 1 ~ I C „GAS PttuR 1SlAND ~ I { I CONTROL STRUCT, d ~ _ <L I i.E.-56,75 I.E.=58.36 f , I ° ` t I / I ~ f 1 I ELECTRIC OVI LTEAf) AEwONGLNf ST R/W NERCt1LES AVE. 1 4 sI 4 7 r ~ 6'X 6' SUMP ' ~ ~ I 1 I~ I I ~ GAS At.ONG NOR [N R/W SUNSET C'OINT ROAD l i ~F ~ I I I s I ~ r 24 L.F.-~ 15 rav~REa C ~ ~ ~ti i 2.00 I 9 , h _ I ~Y h d ~ ' L1S AR II ~ . __._~~j___ ~II _w.___ __.___.___,..e_I~. _ SURVEY INFRMA1~60N '4~4 ~ ~ ;1 I R.C,P. ~ 0.839 ;n i I ~ ~ ~I ~ ~ I I ~j ~ I ~ I ~ ASPNnP l / I ~ ~ (_-J,.___.... _ GtMF~fi08AY~lA1lR[Yt~__ r ~I I / ti Q~'' AT~H LINE THIS SHEET [PREPARED E3Y: - t ~ SI-~i~P II . ~ _1 _ _ ____e.___ I ' ASPHALI REQUIRCO A ~ '•~C~.ATES, INC. ~ r s r~T Mte(~ONAt,[~'S b .r,c, Rtd ~ s ir.~ I Gas Ptlup wP~t ?ut tv 11 / ~4- I' rn a.- ~.u I ~ U__.4. ER MLN,_ Uf2_Mt'~, 3211 U AL7, 19 N. 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F1. k ~ QF CROSS SITE:) VA(;ANi J,1Qa S.F,- 4,t3z ---^~xT- ....--»~j, _ ea1..,_._ F " -E.EVATICIN ~ Tfa..`a~ ` ~'~P Ja~~r ^aa~~ifR ~s~~rj °i'k S` ~ ~ r. x_.a - ~ A gtinr Grans Ft.oOR AREn ar F A.R vncANT ~,rao s.T-.- a er, f..LE (t'~~IG PROPOSED El_EVATPGN ~ 77.0 _ _ _._F .______.__E f . a_ _ E _ ,TM' TYPim A CURB INLET NOTE: r ~r SETpnCKS {aLSa iNCLU7PNC - a a DIr~ENSIaNS oN sITE PLAN FLAN SGF`;LE: 7° = 2.C1" ~ ° ® TYPE "A" CURS INLET ALL PAVEMENT MARKIN aRAWiNG} ~ sJ ~ ~a ~ Q ~ FRarrT ~a Ft, Zs rT. SrREET ADDRESS ~ crti to • E. CONFORMANCE 1NIN FDOT ROAOWONAGE VALL BE iNSTALIED IN I•E°=58.56 I.E.°58°76 (B T DA JANUA Y AY AND TRAFFIC DESIGN STANDARDS ';wOt Ga FT.(N)/sa FT.(s) as Fr, r R 1994) AND THE MU MANUAL. _ _ K- i REAR sa FT. Ta rT. - C'" + ur ~ i r -9E:~~~C~.IC._E~S ~VE:.~1~JE ! ~~U~I~1=rT ~~IN~ E~~~~/~I nn.. _ ...t___.. _ "E'G'{T ~5 FT. 25 FT• X934 iiE.RCUf..E:S IiVENl1E u o a ° ~ [[''D PA4Ep vT.wlctTLAr? AkEAS ~ O~GR. (Sq. Fl. k ° Of 51TEj 36,!302 S.F,- 57.4n (,ITT ~TnT~ r-rn v. ir~ ~ RICHARD W. COPE. TRUSTEE td OPEN TAL FORFTHE LOT Cc.[A[A WAIF R FLORIDA c%j .0. '51600 US TO (SQ. FT. & X OF SITE) 24.218 S.F.- 37.8% 307 PRF_~M~ JARY 28~G~93 - - - - C BWiER FL 34618 S FOR THE. FRONT YARD 81 53 5488 SUINi\iI sET ' CONTRACT PURCHASER COUNTY (S0. rT& X of REQUIRED PLAN CHECKED 4,919 S.F.- 63% 557. PIAIV, EL L af1,S FROM YARD) AS--QUIl.1 PARKING 101 INTERIOR LANDSCAPING (SQ. FT. & 7 OF PAVED 2,447 S.F- 6.6% 6% REGIONAL. DWG. NO : P 0) N - - - - - - ROAD _ McDONALD'S CORPORA110N ~QN VEHICULAR AREAS) DRAWN BY.- PARKING J) M.K. FAST FOOD RESTAURANT 13 SPACES/1,000 S.F. REQ'D. 43 SEA, ,IS PROVIDED 13 SPACES/1000 a`r DATF DRAWN: 40 SPACES RED' " 2050--SPI.DWG NOV 95