FEG AIR COMMERCE PARK - PD FRAMEWORK MASTER PLAN ORLANDO, FLORIDA FLORIDA ENGINEERING GROUP. Orlando, FL Phone: Fax:

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AIR COMMERCE PARK - PD FRAMEWORK MASTER PLAN ORLANDO, FLORIDA PARCEL I.D. NOs.

ORLANDO, FL 32801 ATTN: BRIAN MULVANEY PHONE: (404) 234-8524 UNIVERSAL ENGINEERING SCIENCES 3532 MAGGIE BLVD. ORLANDO, FL 32811 PHONE: (407) 423-0534 BIO-TECH CONSULTING, INC. 2002 E. ROBINSON ST.

C-4 FEMA F.I.R.M MAP EXHIBIT UNIVERSAL ENGINEERING SCIENCES 3532 MAGGIE BLVD. OR

1 AIR COMMERCE PARK - PD FRAMEWORK MASTER PLAN ORLANDO, FLORIDA PARCEL I.D. NOs OWNERS: GEOTECHNICAL ENGINEER: ENVIRONMENTAL: BOGEY BOGGY CREEK 08, LLC 20 N. DIVISION AVE. ORLANDO, FL ATTN: BRIAN MULVANEY PHONE: (404) UNIVERSAL ENGINEERING SCIENCES 3532 MAGGIE BLVD. ORLANDO, FL PHONE: (407) BIO-TECH CONSULTING, INC E. ROBINSON ST. ORLANDO, FL PHONE: (404) SITE VICINITY MAP SITE SITE PLAN INDEX C-1 COVER SHEET C-2 FRAMEWORK MASTER PLAN PD WITH UNDERLYING ZONING & INTERNAL ROADWAY SECTION C-3 SCS SOILS MAP EXHIBIT C-4 FEMA F.I.R.M MAP EXHIBIT UNIVERSAL ENGINEERING SCIENCES 3532 MAGGIE BLVD. ORLANDO, FL PHONE: (407) SURVEYOR: ELLIS SURVEYS, LLC. LAND SURVEYING AND PLANNING P.O.BOX ALTAMONTE SPRINGS, FL PHONE: (407) FAX: (407) NOT TO SCALE UTILITY COMPANIES WATER: (407) SEWER: (407) ELECTRIC: (407) TELEPHONE: (800) TELEPHONE: (800) CABLE: CABLE: (407) (800) ORLANDO UTILITIES COMMISSION CITY OF ORLANDO ORLANDO UTILITIES COMMISSION AT&T MCI BRIGHTHOUSE NETWORKS, LLC. COMCAST FEG FLORIDA ENGINEERING GROUP Engineering the Future Orlando, FL Phone: Fax: FLORIDA ENGINEERING GROUP, INC. CERTIFICATE No. EB JEAN M. ABI-AOUN, P.E. LICENSE NO _COVER.DWG

2 LAND USE PUB-REC-INST ZONING PUB-REC EXPRESS STREET (8TH STREET) TEMPORARY (UNTIL INTERNAL ACCESS ROAD IS CONSTRUCTED) LAND USE PUB-REC-INST SITE DATA PROPERTY LOCATION: PARCEL IDs: EXISTING USE: PROPOSED USE: PROPOSED PROPERTY ZONING: FUTURE LAND USE DESIGNATION: NORTH OF BOGGY CREEK ROAD AND TRADEPORT INTERSECTION EXISTING AREA 44.10± AC ± AC 2.82± AC 2.51± AC 4.45± AC EXISTING ZONING I-P P I-P/ RP I-P/ RP P VACANT/ RECREATION INDUSTRIAL PARK PD INDUSTRIAL PHASE II ROAD CONSTRUCTION TRACT B ACRES WETLAND (2.51 AC.) INTERNAL ACCESS ROAD R/W W1 (7.22 AC.) P1 TRACT A ACRES APPROXIMATE DITCH/ CANAL WITH OFFSITE DRAINAGE CONVEYANCE PHASE I ROAD CONSTRUCTION PROJECT AREA: PROPOSED GROSS FLOOR AREA: PHASE I (TRACT A) ULTIMATE ALLOWABLE FLOOR AREA RATIO: BUILDING SETBACKS (AS REQUIRED UNDER I-P ZONING) FRONT SIDE STREET SIDE REAR RESIDENTIAL DISTRICT SETBACK 35' 3' 10' 10' 100' MAXIMUM ALLOWABLE BUILDING HEIGHT 75' 230.7± ACRES 500,000 3,000,000 PERMITTED USES: ALL USES PERMITTED UNDER THE I-P ZONING DISTRICT WILL BE ALLOWED. BUFFER YARDS (AS REQUIRED UNDER I-P ZONING) MAXIMUM ISR: 80% S.F. S.F ACCESS S INTERNAL ACCESS ROAD TYPICAL SECTION N.T.S. 1. ARE SHOWN ON THIS PLAN. THE LOCATIONS ARE APPROXIMATE AND WILL BE FINALIZED AS INDIVIDUAL MASTER PLANS FOR EACH TRACT ARE SUBMITTED TO THE CITY. 2. ADDITIONAL FULL OR RIGHT-IN/ RIGHT-OUT WAYS MAY BE PROPOSED AS SPECIFIC DEVELOPMENTS ARE PROPOSED SO LONG AS THE ADDED WAYS MEET THE MINIMUM SEPARATIONS PER CITY OF ORLANDO LAND DEVELOPMENT CODE. 3. TRACT A ACCESS S WILL CONSIST OF TWO S ON 8TH STREET. ONE IS PERMANENT AND ONE IS TEMPORARY. THE TEMPORARY ACCESS WILL BE ELIMINATED OR MODIFIED TO RIGHT-IN/ RIGHT-OUT UPON CONSTRUCTION OF THE INTERNAL ROAD FIRST PHASE AND CONNECTING THE S FROM TRACT A TO THE INTERNAL ROAD AS SHOWN ON THIS PLAN. INTERNAL ACCESS ROAD CONSTRUCTION 1. THE INTERNAL ACCESS ROAD WILL BE CONSTRUCTED IN TWO PHASES ACCORDING TO THE 70' R/W TYPICAL SHOWN ON THIS PLAN. 2. PHASE I WILL CONSIST OF THE PORTION OF THE ROAD ALONG TRACT A FRONTAGE. PHASE II WILL CONSIST OF THE REMAINING PORTION EXTENDING TO THE WEST SIDE OF THE PROPERTY TO TIE-IN TO RAYBURN STREET. 3. TWO ALTERNATIVE ROAD ALIGNMENTS ARE PROPOSED TO TIE-IN TO BOGGY CREEK ROAD AS SHOWN ALONG THE WEST AND EAST SIDES OF TRACT D. DEVELOPER WILL BE ALLOWED TO CONSTRUCT EITHER ALTERNATIVE 1 OR ALTERNATIVE 2 IN LIEU OF TYING-IN TO RAYBURN STREET IN THE EVENT THE COUNTY: a. DOES NOT ALLOW CONNECTION TO RAYBURN STREET OR b. ADDITIONAL R/W WOULD BE REQUIRED TO RE-DEVELOP RAYBURN STREET. EXISTING BOUNDARY LINE INTERNAL TRACT LINE WETLAND AREAS - ALL WETLAND AREAS WILL BE IMPACTED AS PART OF THIS DEVELOPMENT TIE-IN TO EXISTING RAYBURN R/W ZONING IND RAYBURN STREET ALTERNATIVE 1 70' ACCESS EASEMENT 70' INTERNAL ROAD R/W (PHASE III ROAD CONSTRUCTION) FUTURE LAND USE IND/ RES-PRO BOGGY CREEK ROAD ALTERNATIVE 1 TIE-IN TO BOGGY CREEK ROAD FULL ACCESS P6 ALTERNATIVE 2 TIE-IN TO BOGGY CREEK ROAD P5 W3 W2 (1.55 AC.) (1.18 AC.) TRACT D ACRES (WETLAND) (2.82 AC.) P4 INTERNAL ROAD R/W 6.59 ACRES FULL ACCESS W6 W5 (3.81 AC.) P4 (1.44 AC.) P3 PHASE II ROAD CONSTRUCTION P2 TRACT C ACRES ALTERNATIVE 2 70' INTERNAL ROAD R/W (PHASE III ROAD CONSTRUCTION) W4 (4.93 AC.) W4 WETLANDS IMPACTS: P7 APPROXIMATE DITCH/ CANAL WITH ONSITE DRAINAGE CONVEYANCE PHASE II ROAD CONSTRUCTION LAND USE MET-AC ZONING AC 1. APPROXIMATELY A TOTAL OF 20.13± ACRES EXISTS ON THE PROJECT SITE. ALL WETLANDS WILL BE IMPACTED DUE TO THE PROPOSED INDUSTRIAL PARK. MITIGATION PERMITTING WILL BE IMPLEMENTED DUE TO WETLAND IMPACTS THROUGH THE SFWMD AND THE US ARMY CORPS OF ENGINEERS. TRACTS DATA TABLE TRACT ID TRACT A TRACT B TRACT C TRACT D INTERNAL ROAD R/W AREAS (ACREAGE) 40.00± 60.47± 42.58± 80.88± 6.77± TOTAL ± APPROX. LANDFILL (ACREAGE) 3.04± * 5.37± 2.46± 25.30± (*) DEBRIS WITHIN LANDFILL LIMITS ARE BEING REMOVED AT THIS STAGE. DEVELOPMENT PRIORITIES WITHIN LANDFILL BOUNDARIES 1. PARKING AND INTERNAL ROADWAY CONSTRUCTION WILL BE THE MAIN PROPOSED ELEMENTS TO BE CONSTRUCTED ON TOP OF THE LANDFILL AREA. 2. WET DETENTION PONDS CONSTRUCTION, IF PROPOSED WITHIN LANDFILL AREA, WILL REQUIRE A GEOTECHNICAL INVESTIGATION TO BE SUBMITTED AS PART OF THE CONSTRUCTION PLAN PROVIDING RECOMMENDATION FOR THE POND CONSTRUCTION AND EXTENT OF DEBRIS REMOVAL. 3. ANY PROPOSED BUILDING CONSTRUCTION WITHIN LANDFILL AREA WILL REQUIRE SUBMITTAL OF A GEOTECHNICAL REPORT RECOMMENDING SOIL STABILIZATION APPROACH AND FOUNDATION DESIGN TO TAKE INTO ACCOUNT THE PRESENCE OF THE EXISTING DEBRIS WITHIN THE LANDFILL AREA. STORMWATER SYSTEM 1.61± 37.29± 1. EACH INDIVIDUAL TRACT WILL CONSTRUCT AN ONSITE STORMWATER SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF ORLANDO AND SFWMD STORMWATER REQUIREMENTS. 2. THE INTERNAL ROADWAY DRAINAGE WILL BE CONVEYED TO THE PROPOSED STORMWATER PONDS DESIGNED AS PART OF EACH TRACT ALONG THE ROAD ALIGNMENTS. WATER AND SEWER SERVICES 1. A MASTER WATER SYSTEM FOR THE ENTIRE PARK WILL BE DESIGNED TO MEET THE POTABLE, NEEDED FIRE FLOW AND IRRIGATION DEMANDS FOR EACH TRACT, IN ACCORDANCE WITH CITY OF ORLANDO, NFPA ANNEX H, AND ORLANDO UTILITIES COMMISION REQUIREMENTS. 2. INDIVIDUAL LIFT STATIONS WILL BE DESIGNED TO CONNECT TO A PROPOSED FORCE MAIN ALONG THE INTERNAL ROADWAY ALIGNMENT, IN ACCORDANCE WITH CITY OF ORLANDO REQUIREMENTS. APPROXIMATE LANDFILL LIMITS 3. TRACT A WILL TIE-IN TO THE 8" WATER MAIN ALONG 8TH STREET FOR POTABLE, NEEDED FIRE FLOW AND IRRIGATION DEMAND. INTERNAL ACCESS ROAD 4. TRACT A WILL TIE-IN TO THE EXISTING 8" GRAVITY SEWER ALONG 8TH STREET. NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK AIR COMMERCE PARK - PD FRAMEWORK MASTER PLAN ORLANDO, FLORIDA FEG FLORIDA ENGINEERING Orlando, FL GROUP Phone: Fax: ZONING AND INTERNAL ROADWAY SECTION DESIGNED BY DRAWN BY CHECKED BY APPROVED BY Engineering the Future DATE REVISIONS BY CHECKED JAA VP JAA JAA PROJECT NO. SCALE DATE SHEET NO. SHEET " = 300' NOVEMBER 20, C-2 OF 4 FLORIDA ENGINEERING GROUP, INC. CERTIFICATE No. EB JEAN M. ABI-AOUN, P.E. LICENSE NO _FrameWrokBublePlan.dwg

27 45 44 3 44 3 44 99 37 3 LEGEND: 3 BASINGER FINE SAND - TYPE "A/D" 27 ONA - URBAN LAND COMPLEX - TYPE "B/D" 33 PITS 33 37 42 ST.

3 LEGEND: 3 BASINGER FINE SAND - TYPE "A/D" 27 ONA - URBAN LAND COMPLEX - TYPE "B/D" 33 PITS ST. JOHNS FINE SAND - TYPE "B/D" SANIBEL MUCK - TYPE "A/D" 44 SMYRNA FINE SAND - TYPE "A/D" 45 SMYRNA - URBAN LAND COMPLEX - TYPE "A/D" NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK AIR COMMERCE PARK - PD FRAMEWORK MASTER PLAN ORLANDO, FLORIDA FEG FLORIDA ENGINEERING Orlando, FL GROUP Phone: Fax: NCSS SOILS MAP EXHIBIT DESIGNED BY DRAWN BY CHECKED BY APPROVED BY Engineering the Future DATE REVISIONS BY CHECKED JAA VP JAA JAA PROJECT NO. SCALE DATE SHEET NO. SHEET " = 300' NOVEMBER 20, C-3 OF 4 FLORIDA ENGINEERING GROUP, INC. CERTIFICATE No. EB JEAN M. ABI-AOUN, P.E. LICENSE NO _FrameWrokBublePlan.dwg

PARK - PD FRAMEWORK MASTER PLAN ORLANDO, FLORIDA DATE REVISIONS BY

4 SITE SITE PROJECT NO. NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK AIR COMMERCE PARK - PD FRAMEWORK MASTER PLAN ORLANDO, FLORIDA DATE REVISIONS BY CHECKED FEG FLORIDA ENGINEERING GROUP Engineering the Future FEMA F.I.R.M MAP EXHIBIT SCALE 1" = 300' Orlando, FL Phone: Fax: FLORIDA ENGINEERING GROUP, INC. CERTIFICATE No. EB DATE NOVEMBER 20, 2015 SHEET NO. DESIGNED BY DRAWN BY CHECKED BY APPROVED BY JAA VP JAA JAA SHEET 4 C-4 OF 4 JEAN M. ABI-AOUN, P.E. LICENSE NO _FrameWrokBublePlan.dwg

CHECKLIST FOR PHASE II DRAINAGE REPORT

I. COVER SHEET CHECKLIST FOR PHASE II DRAINAGE REPORT A. Name of Project B. Address C. Owner D. Developer E. Engineer F. Submittal date and revision dates as applicable II. GENERAL LOCATION AND DESCRIPTION