CONSTRUCTION PLANS COUNTY RESUBMITTAL 2 October 26, 2018 15421 Thonotosassa, FL 33592 DRAWING INDEX (TOTAL NUMBER OF SHEETS = 11) LEGAL DESCRIPTION (PER OR Book 20115, PG 644) Tract B: The south 210 feet of the following described tract of land: tract beginning 769.75 feet North of the SE corner of the SW 1/4 of the NW 1/4 for a point of beginning; run thence North 77 12' 00" west, 721 feet, more or less, to the Easterly Right Of Way line of ; thence Northeasterly along the East boundary of road to the North boundary line of said SW 1/4 of the NW 1/4; thence East to the NE corner of the SW 1/4 of the NW 1/4; thence South to the Point of Beginning; all lying and being in Section 14, Township 27 South Range 20 East, Hillsborough County, Florida, less Tract C: known as the East acre of the South 210 feet of the following described Tract of land: Tract beginning 769.76 feet North of the SE corner of the SW 1/4 of the NW 1/4 for a Point of Beginning; run thence North 77 12' 00" West, 721 feet, more or less to the Easterly Right Of Way line of Morris Bridge Road; thence Northeasterly along the East boundary of road to the North boundary line of said SW 1/4 of the NW 1/4; thence East to the NE corner of the SW 1/4 of the NW 1/4; thence South to the Point Of Beginning. All lying and being in Section 14, Township 27 South Range 20 East, Hillsborough County, Florida, and less the following property: That part of the SW 1/4 of the NW 1/4 of Section 14, Township 27 South Range 20 East, Hillsborough County, Florida, being more particularly described as follows: Commencing at the Southeast corner of SW 1/4 of the NW 1/4 of said Section 14, thence North 00 05' 11" West, along the East boundary of the SW 1/4 of the NW 1/4, a distance of 769.75 feet; thence continue North 00 05' 11" West, along said line a distance of 215.43 feet; thence North 77 12' 00" West, a distance of 202.20 feet to the Point Of Beginning; thence South 00 05' 11" East, a distance of 215.40 feet; thence North 77 15' 30" West, a distance of 134.00 feet; thence North 15 47' 10" East, a distance of 210.41 feet; thence South 77 11' 15" East a distance of 75.00 feet to the Point Of Beginning. 5M Civil LLC Professional Civil Engineering Services 12506 Bronco Dr. Tampa, FL 33626 PHONE: (813) 404-8872 www.5mcivil.com FBPR Certificate of Authorization No: 26,929 VICINITY MAP HILLSBOROUGH COUNTY, FLORIDA Section 14, Township 27S, Range 20E OWNER ADDRESS Rohan Vasumathy 8353 Golden Prairie Drive Tampa, FL 33647 813-758-1676 GENERAL G-1 Cover Sheet G-2 Construction Specifications, Legend & Symbology G-3 Existing Conditions/Demolition Plan CIVIL C-1 Master Site Plan C-2 Paving, Grading and Drainage Plan C-3 Circulation Plan C-4 Parking Plan DETAILS CD-1 Paving, Grading and Drainage Details CD-2 Cross Sections LANDSCAPING L-1 Landscaping Plan OFFSITE OS-1 Design Criteria, Typical Section and General Notes OS-2 Project Layout OS-3 Road Plan OS-4 Pavement Marking & Signing Plan OS-5 Cross-Sections 10/26/18 DATE COUNTY RESUBMITTAL 2 REVISION Engineer of Record:
CONSTRUCTION NOTES ITEM TEST FREQUENCY TEST TYPICAL SECTION & DETAIL NUMBERING SYS TEM DETAIL LEGEND & SECTION SYMBOLOGY EXISTING FINISHED ABBREVIATIONS WITHIN THIS PLAN SET ARE IN ACCORDANCE WITH THE STANDARD ABBREVIATIONS SHOWN IN THE FDOT STANDARD DESIGN INDEX 001 SHEETS 1 AND 2. GENERAL NOTES AND LEGEND Elevations shown within this plan set are based on NORTH AMERICAN VERTICAL DATUM 1988 (NAVD) NGVD 29 = NAVD + 0.89' 12315 Wycliff Pl - Tampa, FL 33626 G-2
EXISTING CONDITIONS AND DEMOLITION PLAN CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 Know what's below. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. EXISTING CONDITIONS/ DEMOLITION PLAN G-3
MASTER SITE PLAN CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 Know what's below. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. MASTER SITE PLAN C-1
CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 Know what's below. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. PAVING, GRADING AND DRAINAGE PLAN PAVING, GRADING AND DRAINAGE PLAN C-2
LEGEND S S CIRCULATION PLAN CIRCULATION PLAN C-3
LEGEND PARKING PLAN PARKING PLAN C-4
PAVING, GRADING AND DRAINAGE DETAILS CD-1
EAST CONTROL STRUCTURE CROSS-SECTIONS CD-2
Landscape Dripline with 0.92gph emitters at 12" o.c. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. Hunter PCB Flood Bubbler, 1/2" FIPT. GENERAL LANDSCAPING NOTES: Note: The limits of Clear Sight Triangle define a corridor throughout which a Clear Sight Window must be preserved. The intent of this standard is to provide a window with vertical limits of not less than 5'-0" above and 1'6" below the Sight Line Datum, and horizontal limits defined by the limits of Clear Sight Triangle. Bottom Of Canopoy CROWN Crown dimensions shall be as specified in the Plant Schedule. For all oak, holly and pine trees, branching shall have a single dominant leader with proportionate secondary branching and trunks shall be clear for not less than 1/4 the overall height of the tree (measured from top of root ball). For crape myrtle, ligustrum and wax myrtle trees, multiple trunk branching shall occur at the root ball. All trees shall have been pruned during growth to discourage "cross branching". Trees showing signs of recent cross branching or radical pruning will be rejected. No irregular or poorly-shaped crowns nor crook-trunked trees will be accepted. HANDLING Do not move trees to site until site is prepared for planting. Plant all trees the day they are moved to the site. Cover crown during transportation. Spray with antidessicant in accordance with the Written Specifications. Always Handle tree by the root ball. NEVER LIFT BY TRUNK. Pavement Sight Line Datum Top Of Ground Cover STAKING AND GUYING All trees between 2" and 8" in caliper shall be staked and guyed utilizing materials specified in the Written Specifications. Specified flags shall be tied to each guy wire at 3'-0" above the ground in plain view of passerby. Crape myrtle, ligustrum and wax myrtle shall be staked by burying on 2" pole 3'-0" deep, 2" outside of root ball, and tying the trunk to the pole with specified material. ROOTBALL Root ball shall be a firm ball of tree roots and natural soil sized per the Written Specifications. Tree shall be been grown in container or irrigated field from liner stock by a professional nurseryman. No field collected trees will be accepted. No "grow bag" will be accepted. CROWN Plant shall be equal or better than "Florida #1" as defined in the latest edition of "Grade and Standards for Nursery Plants" by Florida Department of Agriculture and Consumer Services. Plant shall be healthy, compact, dense and fully flushed with leaves. PLANTING Planting pit and backfill shall be as per the Written Specifications. Provide a compacted seat for root ball at the bottom of the pit at least 4" in height. Set tree straight and plumb so that the top of root ball is 2" above surrounding grade after setting. Provide 8" wide by 6" high watering ring around the circumference of the planting pit. Cover planting pit with 3" of specified mulch. Keep mulch at least 3" away from tree trunk. ROOTBALL Container stock shall have been grown in container from liner stock so that roots hold soil ball together. No pot-bound or root-bound plants will be accepted. PLANTING Prepare planting bed, plant pit and backfill material in accordance with the Written Specifications. Slope the finish grade of the planting bed at 3/8" per foot to drain water. Set the plant so that top of ball is 1/8" the depth of the root ball above the finish grade of the planting bed. Align placement of each shrub and ground cover so that they are planted in straight rows, and are spaced equally as specified. Cover planting bed with specified depth of mulch. Keep mulch away from trunk of plant. APPURTENANCE SCREENING CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 Know what's below. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. LANDSCAPE PLAN L-1
DESIGN CRITERIA MAINTENANCE OF TRAFFIC CONTROL NOTES: TYPICAL SECTION NOTES: DESIGN CRITERIA, TYPICAL SECTION AND GENERAL NOTES OS-1
Elevations shown within this plan set are based on NORTH AMERICAN VERTICAL DATUM 1988 (NAVD) NGVD 29 = NAVD + 0.89' PROJECT LAYOUT OS-2
Elevations shown within this plan set are based on NORTH AMERICAN VERTICAL DATUM 1988 (NAVD) NGVD 29 = NAVD + 0.89' ROAD PLAN OS-3
PAVEMENT MARKING AND SIGNING GENERAL NOTES: Elevations shown within this plan set are based on NORTH AMERICAN VERTICAL DATUM 1988 (NAVD) NGVD 29 = NAVD + 0.89' PAVEMENT MARKING AND SIGNAGE OS-4
CROSS-SECTIONS OS-5