NOTES: 1.) THE BOGGY CREEK RD. AND SIMPSON RD. IMPROVEMENTS DEPICTED ON THIS PLAN ARE BASED ON RECORD CONSTRUCTION PLANS AND HAVE NOT BEEN SURVEYED. 2.) EXISTING RESIDENTIAL BUILDING STRUCTURES AND ANCILLARY IMPROVEMENTS TO BE REMOVED. 0.07 AC. PROPERTY BOUNDARY WETLAND JURISDICTIONAL AREA (CAD# 14-02-007) TO BE DREDGED / FILLED (SEE NOTE H.2 ON SHEET 3) 16" FM 16" FM 16" FM 16" FM 16" FM

285.63' 168.30' P/L P/L (ROW VARIES) SITE DATA AND NOTES A. TAX IDENTIFICATION AND TOTAL ACREAGE 2. Tax Parcel ID No.: 33-24-30-0000-00-015 3. Property Area: a. Gross Area: 16.80 AC. b. Wetland Area: 0.07 AC c. Net Developable Area 16.73 AC B. LAND USE/ZONING/DEVELOPMENT PROGRAM 1. Future Land Use: Planned Development - Commercial 2. Existing Zoning: Planned Development (PD) 3. Proposed Uses: All C-1 District permitted uses as identified by Chapter 38, Section 38-77 (Use Table) of the County Code, and including banks with ancillary drive-thru teller facilities. 4. Maximum Gross Floor Area: 170,000 SF 5. Floor Area Ratio: 0.23 6. Maximum Building Height: Maximum height 50' but limited to 35' when within 100' of residential use property. 7. Minimum Open Space: 20 percent 8. Maximum Impervious Area: 70 percent C. BUILDING SETBACKS 1. Boggy Creek Rd. (CR530): 40 ft 2. Simpson Rd. (CR527A): 40 ft 3. Side: 25 ft 4. Rear: 25 ft 5. Interior Lot Side / Rear: 10 ft D. TRIP GENERATION 1. The projected traffic generation for the 170,000 SF max. gross floor area equals 889ADT (Source: ITE Trip Generation Manual, 7th Edition). E. LANDSCAPING / BUFFERING 1. Landscaping of vehicular use areas from adjacent properties either zoned or designated for residential land use shall be provided in accordance with Chapter 24, Sec. 24-4 of the County Code. A Type C buffer yard shall be used to separate the proposed commercial uses from adjacent properties either zoned or designated for residential land use in accordance with Chapter 24, Sec. 24-5 of the County Code. 2 P/L BSL 7' LB 25' F. PHASING 1. Permitting and construction of the buildings are anticipated to occur independent of each other, and each building construction phase will be constructed in a manner to stand on its own site paving, drainage, and utility infrastructure improvements. The lots will be developed independently and shall require Development Plan approval. 2. Lot 4 is anticipated to be further subdivided by lot split based on future defined site development demands. Utilities and stormwater management facilities be be extended / modified to accommodate the future defined lot 4 site development needs. G. EXISTING TOPOGRAPHY, SOILS, FLOOD HAZARD DATA 1. Boundary & Topographic Information: See Boundary & Topographic Survey (Sheet 5) 2. Soil Classifications: See Soils Map (Sheet 1) 3. Flood Hazard Areas: See Flood Map (Sheet 1) 4. Existing Vegetation: Improved Pasture H. WETLANDS 1. The project area contains an approximately 0.07 acre jurisdictional wetland area (Orange County Environmental Protection Division CAD# 14-02-007), which is proposed to be dredged / filled. 2. A Conservation Area Impact permit is required prior to construction, clearing, filling, alteration, or grading within or immediately adjacent to the jurisdictional wetland. I. ENDANGERED / THREATENED SPECIES OF SPECIAL CONCERN 1. Development of the subject property shall comply with all state and federal regulations regarding endangered, threatened, or species of special concern. J. UTILITY SERVICES 1 1.Water service provider is Orlando Utility Commission (OUC). Temporary water service is proposed to be provided via an interlocal agreement between OUC and Toho Water Authority (TWA). 2.Wastewater service provider is Orange County Utilities(OCU). A Developer Agreement will provide escrowed funds from the developer sufficient for the County to construct the wastewater facilities necessary to connect this PSP to the OCU wastewater system. 3. Lift station shall be privately owned and maintained. 4. Existing septic tanks or wells shall be properly abandoned prior to earthwork or construction. Permits shall be applied for and issued by the appropriate agencies. Contact the Department of Health (DOH) for the septic system and both DOH and the Water Management District for wells. A A N89 59'29"W 1233.89' P/L K. STORMWATER MANAGEMENT PHASE 2 PHASE 1 1. Privately owned / maintained stormwater management facilities will be provided to accommodate water quality treatment and peak discharge flow attenuation. 2. The existing Boggy Creek Road stormwater collection system at the designated point of connection was designed / constructed to accommodate the pre-development peak discharge rate of flow (25 yr - 24 hr) from the Boggy Creek Crossing property. L. VEHICULAR ACCESS 1. Vehicular access connections to Lots 1, 2, & 3 shall be internal to the development. 2. The driveway connections to Simpson Road depicted by this plan are approved by Osceola Co. via an Order of Taking Stipulated Final Judgement (ORB 10727, pg 8636). 3. The driveway connection at the southwest property corner is proposed to be a private four-lane divided roadway, with one-half of the roadway located on the adjacent property. The subject roadway will be inclusive of a shared access ingress / egress easement. 4.The driveway connections and common driveway shown on this plan are proposed to be constructed in conjunction with the phase 1 infrastructure improvements. M. MISCELLANEOUS NOTES 1. Common vehicular and pedestrian access, parking, utility, stormwater management, drainage, open space, impervious surface area, and other miscellaneous site development facilities serving the proposed lots will be addressed in a recorded Declaration of Covenants, Conditions, and Restrictions. 2. No school age children or parks / recreation facilities are proposed. 3. Lighting shall comply with the Site Lighting Requirements set forth in Article XVI (Chapter 9) of the County Code. 4. Building architectural standards shall comply with the Commercial Design Standards set forth in Article XIII, Chapter 9 of the County Code. 5. No waivers to the subdivision regulations or site development standards are proposed. 6. Billboards and pole signs shall be prohibited. Ground and fascia signs shall comply with Chapter 31.5 of the County Code unless otherwise authorized by a BCC approved master signage plan. 7. Driveway connections depicted by this plan are approximate and will be finalized concurrent with Development Plan approval. 8. No borrow operations or off-site exportation of excavated soils is anticipated. 9. Trash containers shall be visibly screened from public view and shall comply with Article XII (Chapter 9) of the County Code. 10. Existing septic tanks and wells shall be permitted and abandoned according to Orange County Department of Health and SFWMD regulations prior to earthwork or construction. 11. Construction details addressed by this plan are conceptual and subject to review and modification during the approval of final construction plans. LAND USE : PD / IND / C / O / MDR ZONING : PD (UNPLATTED) FM SANITARY SEWER LIFT STATION N89 59'29"W 1 275.00' FM SS 1 2 BSL LB DE UE MMBFP R/W SEE NOTE J.2 R/W LINE FM 50.00' LEGEND AND ABBREVIATIONS 1 P/L WM PROPERTY LINE LOT LINE EASEMENT LINE RIGHT-OF-WAY LINE CONSTRUCTION PHASE LINE LANDSCAPE BUFFER LINE BUILDING SETBACK LINE PROPOSED WATER MAIN PROPOSED FORCE MAIN PROPOSED SANITARY SEWER MAIN OVERLAND DRAINAGE FLOW ARROW RIGHT-IN / RIGHT-OUT DRIVEWAY CONNECTION FULL ACCESS DRIVEWAY CONNECTION BUILDING SETBACK LINE LANDSCAPE BUFFER DRAINAGE EASEMENT UTILITY EASEMENT MASTER METER BACKFLOW PREVENTER RIGHT-OF-WAY P/L 90' PRIVATE RD. (SEE TYPICAL SECTION, SHEET 4) 25' BSL SS S00 08'55"E 156.25' FM WM LOT 1 (0.98 ac.) 155.50' R/W LINE LAND USE : RURAL AGRICULTURAL 1/10 ZONING : AG-2 (UNPLATTED) S00 39'35"E 599.42' 45' 2 LOT 4 (12.67 ac.) SWALE STORMWATER MANAGEMENT POND (SEE TYPICAL SECTION, SHEET 4) N89 51'05"E 200.00' 27.34' S00 08'55"E 386.30' N89 51'05"E 247.66' LOT 2 (2.15 ac.) 275.00' BSL 15' LB S00 08'55"E 491.13' A A 40' P/L PHASE 2 PHASE 1 SWALE S00 08'55"E 218.73' LOT 3 (1.00 ac.) 218.00' WM FM BOGGY CREEK ROAD (CR 530) POINT OF CONNECTION TO BOGGY CREEK RD. STORMWATER SEWER SYSTEM (SEE NOTE K.2) BSL BSL 2 15' LB 12" WM 40' S89 59'08"W 486.67' P/L A A 294.25' S88 57'05"W 360.17' 2 65.92' 1 UE TO OUC AND TWA 134.09' MMBFP S89 59'00"W CONNECT TO EXISTING WM P/L 280.51' 1 146.42' 40' 15' LB Δ=90 08'04" R=101.00' L=158.89' CD=143.00' CB=S44 55'06"W SIMPSON RD. (CR 530) (ROW VARIES) 16" FM 16" FM 16" FM 16" FM