Okaloosa County BOCC — September 3, 2013 — KP Outparcel Transportation Agmnt — reading text

MINUTES 15 SECONDS EAST, CHORD DISTANCE = 14.65 FEET; THENCE NORTHEASTERLY ALONG SAID SOUTHERLY RIGHT OF WAY LINE BEING A CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 19.50 FEET, FOR AN ARC OF 22.29 FEET (DELTA = 65 DEGREES 30 MINUTES 00 SECONDS, CHORD BEARING = NORTH 52 DEGREES 29 MINUTES 45 SECONDS EAST, CHORD DISTANCE = 21.10 FEET); THENCE GO NORTH 04 DEGREES 45 MINUTES 15 SECONDS WEST ALONG SAID SOUTHERLY RIGHT OF WAY LINE FOR A DISTANCE OF 0.75 FEET; THENCE GO EASTERLY ALONG SAID SOUTHERLY RIGHT OF WAY LINE BEING A CURVE CONCAVE SOUTHERLY AND HAVING A RADIUS OF 975.00 FEET, FOR AN ARC OF 129.02 FEET (DELTA = 07 DEGREES 34 MINUTES 54 SECONDS, CHORD BEARING = NORTH 89 DEGREES 02 MINUTES 12 SECONDS EAST, CHORD DISTANCE OF 128.92 FEET); THENCE DEPARTING SAID SOUTHERLY RIGHT OF WAY LINE, GO SOUTH 03 DEGREES 58 MINUTES 37 SECONDS WEST FOR A DISTANCE OF 323.73 FEET TO THE POINT OF BEGINNING. SAID DESCRIBED PARCEL OF LAND BEING SITUATED IN TOWNSHIP-2~SOUTH, RANGE-22—WEST, OKALOOSA COUNTY, FLORIDA, AND CONTAINS 1.44 ACRES MORE OR LESS. < 2, Kab. AVE E. WAYNE” PARKER, PROFESSIONAL LAND SURVEYOR FLORIDA REGISTRATION NUMBER 3683, CORPORATE NUMBER 7174 STATE OF FLORIDA NOT VALID WITHOUT ORIGINAL RAISED SEAL OF FLORIDA REGISTERED LAND SURVEYOR SHEET 1 OF 2 | MERRILL PARKER SHAW, INC. DESCRIPTIONDESCRIFTION = Persuasion Planter 32803 ley i eel 1. 4 4 A CR ES eee PROJECT # 13-—5605-—S (RIGHT-OF-WAY VARIES) RADIUS: 963.0 , CURVE DATA: NGTH: 5 P aoe. a LENGTH: 129,02’ CURVE DATA: DELTA: 65°30'00" Ae th onl ; 14,65' a . "99°45" 2 COMMONS DRIVE WEST poi ae CH. BRG.: NS2'20'45 Ee ota Nore CURVE DATA: \ DISTANCE: 21.10 [™ DISTANCE: 128.92" aN , , _ POINT OF COMMENCMENT SOUTHEAST CORNER OF LOT 4, BLOCK 6, SILVER BEACH SUBDIVISION I SCALE 1”:100’ Ss CH. BRG.: NB345'1S"E ~~~ ~ CH. DISTANCE: 14.65’ — wm - rate m — | oo — ——FOTTHERY — me " | RIGHT-O i No7'24'39°W | POINT OF TANGENCY 10.72 | curve DATA: | POINT OF REVERSE ror liy bebe in - CURVATURE > 100. R PARCEL 1A-2 DELTA: 56'07'36" 4 CH. BRG.: N20°39'09"E ita. PARCEL 1A-1 CURVE DATA: CH. DISTANCE: 94,09" ; | LENGTH: 417.13" = RADIUS: 150.00' ih | DELTA: 44°44'20" PARCEL 18-1 s | CH. BRG.: N26'20°47"E VACANT Py | CH. DISTANCE: 114.17° 1.44 ACRES B | {POINT OF CURVATURE l w CURVE DATA: AR LENGTH: 199.20' | Be RADIUS: 5629.58" a An DELTA: 02°01'39" ~ a ae NORTHERLY 3 POINT OF : rh ao POINT OF CH. BRG.: NB8°21'03°W —— ~ — —RIGHT=OF way TAHGENGY BEGINNING \\ CH. DISTANCE: 199.20" NBG‘OT'23"W U8. HIGHWAY $8 97.78" ee “ 4 77> 77 GTH: 129,12 ’ FLORIDA STATE ROAD 30 RADIUS: 5629.58° w | ' —OF— DELTA: 01°18'51" So: (200° RIGHT-OF-WAY) CH. BRG.: N86°40°49"W 2S sae coun OF CH. DISTANCE: 129,12" Be, toe. 5860123" , 3 I ae ABET cae, SUE a x STATE ROAD "os oe, ; 518 #30 Yd mer CURVE DATA: 5]- LENGTH: 334,15 ts RADIUS: 5729.58" 2 fw DELTA: 03'20'30" ae) CH. BRG.: S87°41'3B"E B i: CH. DISTANCE: 334.11° w 8 L 2 SHEET 2 0 MERRILL PARKER SHAW, INC. PROFESSIONAL SURVEYING SERVICES Phone: (850) 478-4923 4928 N. Davia Highwa 32503 Fax: (850) 478-4924 Pensacola, Florida 3: DESCRIPTION/DESCRIPTION PARCEL 1B-1 1.44 ACRES PREPERED BY: AES, CHECKED BY: EWP Composite Exhibit “B” Traffic Analysis Southern Traffic Services, Inc. Gulf Breeze, Florida Tallahassee, Florida Tampa, Florida Baton Rouge, Louisiana Georgetown, Texas Frankfort, Kentucky Atlanta, Georgia May 16, 2013 Joe P. Poole, P.E. 2943 Golden Eagle Drive Tallahassee, Florida 32312 Ms. Marissa L. Martinez Okaloosa County Department of Growth Management 1804 Lewis Turner Boulevard, Suite 200 Fort Walton Beach, Florida 32547-1285 RE: Kelly Plantation Parcels Traffic Mitigation, Okaloosa County Project on Commons Drive, Destin Project Number: 13-12-OK Dear Ms. Martinez: On May 8, 2013, Edwin Sanguyo and I had a telephone discussion about the total project trip calculation for the Kelly Plantation Parcels project. Mr. Sanguyo clarified the County’s position regarding vested trips. The total project trip value is the critical one in determining the total vested trips for a project not the entering or exiting trip values for each parcel. Based on this information the project trip generation summary was revised as follows: Previously Submitted Trip Generation Summary Ms. Martinez Kelly Plantation Parcels May 16, 2013 Page 2 of 2 Revised Trip Generation Summary Ss ae ao The change results in less trips than reflected in the study dated May 1, 2013. Since the revised total project trip generation value is less than the previous one and the submitted SYNCHRO results show US 98 would operate at an acceptable level of service, we agreed no additions to the report are necessary. If you have any questions, please contact me at (850) 449-0807. Sincerely, e P. Poole, P.E. irector of Transportation Engineering Southerit Traffic Services, Inc, FL License No.: 00007809 Southern Traffic Services, Inc. 2943 Golden Eagle Drive, Tallahassee, Florida 32312 Telephone (850) 681-6725 Fax (850) 681-6726 8LE7 WD @ALIG, BjsonDI], Pag Avg &9UZ2Q MOY FUBANGISIY peoy jroaany iq ex049 3119 : ras 7 (4 sI 8 9 s — x <— %sn _ = | _— _— > > > — — — —> I | Z 9 sehen 81 I | 6 | 9 PALI yovog 86 Sf) pue MOY JUBING}SOY jeyshaz) PAlg MONE RY aALIC| SUOTIOD Suoje ———ao SS Seore [eqUSpIsoL pue SOSSSUISNG Jv SJCUTULIO} £ { t; L | ¢ pure oyeursii0 sdizy, IN eld dALIG qoveg { t L € { +. 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HOWARD, CLERK OF COURTS, OKALOOSA COUNTY FL VARIANCE NOTICE iS HEREBY GIVEN that the Okaloosa County Board of Adjustment has granted a variance from Sections 6.03.08 (A); Section 6.08.03 (B) and Section 6.08.03 (G) Okaloosa County Land Development Code, Ordinance 91-1, as amended. Section 6.03.08 (A) Access points shall be located no closer than six hundred sixty (660) feet apart measured from center line to center line of the driveway, from 660’ to 319.54” from the new “Commons Drive Connection #1” to the new “Commons Drive Connection #2” and that the allowable connection distance be decreased from 660’ to 280.23’from the new “Commons Drive Connection #2 to the exit lanes of the Home Depot, from 660° to 346.64" from the entrance lanes of the Home Depot to the new “Commons Drive Connection #3” and from 660° to 315.24’ from the new “Commons Drive Connection #3” to the existing Commons Drive Access Road (east of the existing Osaka Restaurant), [rom 660’ to 241.81° from the existing Commons Drive Access Road (east of the existing Osaka Restaurant) to the new “Commons Drive Connection #4" and from 660° to 319.62’ from the new “Commons Drive Connection #4” to the existing Kelly Plantation One- Way Exit Drive; Section 6.08.03 (B) Median cuts hall be located no closer than 1 ,320° apart measured from center line to center line of the roadway, from 1,320” to 536.04’ from the Triumph Road Access Road (roundabout west of Home Depot) to a new “Commons Drive Connection #1” and from 1,320’ to 599.77’ from the new “Commons Drive Connection #1” to the exit lanes of the Home Depot; Section 6.08.03 (G) This ordinance is new intended to deny access to any existing lot, parcel or tract of land for which the only means of access to the same would be by the limited access road, but is intended to limit further divisions into parcels or lots unless compliance herewith is accomplished, to subdivide the five existing parcels into a total of 8 parcels. The property is zoned RESIDENTIAL GENERAL DEVELOPMENT DISTRICT (RGD) and the Future Land Use Map Designation is Mixed Use-2 (MU-2). A general