LITTLE GIANTS LEARNING ACADEMY

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1 SECTIONS 33&34, TOWNSHIP 3 SOUTH, RANGE 2 EAST, License No DAVID W. BELL No AMERICAN VERTICAL DATUM 188 (NAVD88) DESCRIPTION LOTS 1 & 11 OF TROPICAL ACRES UNIT 1 - PLAT BOOK 41, PAGE 84, AS RECORDED IN THE PUBLIC RECORDS OF PROJECT LOCATION SHEET LIST INDEX Sheet Number Sheet Title 1 COVER SHEET 2 EXISTING CONDITIONS & DEMOLITION PLAN 3 DRAINAGE, GEOMETRY & LANDSCAPING PLAN PROJECT VICINITY 4 PAVING & GRADING PLAN 5 WATER & SEWER PLAN 6 SIDEWALK, STREET, TREE & SIGNAGE PLAN 7 PAVING, GRADING & DRAINAGE DETAILS 8 WATER & SEWER DETAILS LIFT STATION PLAN & DETAILS COVER SHEET SITE DATA FOLIO NUMBER: & SITE : S.F. ± (2.2 AC) BUILDING : 13, S.F. ± (.2 AC) BUILDING F.A.R.:.1 BUILDING HEIGHT: 35 FEET MAXIMUM (ONE STORY) BUILDING COVERAGE: 1.2% IMPERVIOUS COVERAGE: 2.2% (EXCLUDES BUILDING) PERVIOUS : 6.6% ZONING: AS-1 LAND USE: R-1 EXISTING USE: SINGLE FAMILY PROPOSED USE: CHILD CARE CENTER (25 STUDENTS & 35 TEACHERS) SETBACKS: FRONT: 5 FEET REAR: 5 FEET SIDE: 15 FEET STORMWATER DETENTION / RETENTION SHALL BE THROUGH UNDERGROUND STORAGE SYSTEM 181 HACKNEY DR PHONE (813) WATER SERVICE: HILLSBOROUGH COUNTY WASTE WATER SERVICE: HILLSBOROUGH COUNTY FIRE PROTECTION: PER HILLSBOROUGH COUNTY FIRE DEPARTMENT REQUIREMENTS REFUSE COLLECTION: DUMPSTER THE PROPERTY DESCRIBED HEREON IS LOCATED IN FLOOD ZONE "X", PER FLOOD INSURANCE RATE MAP NO. 1257C584H, EFFECTIVE DATE PARKING SPACES REQUIRED: 42 SPACES ( 3.2 SPACES / 1, SF GFA ) PARKING SPACES PROVIDED: 75 SPACES (INCLUDES 3 HC ACCESSIBLE SPACES ) - NOTICE - CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OF THE NECESSARY PERMITS FOR CONSTRUCTION OF STORM PIPING PRIOR TO THE START OF CONSTRUCTION Tampa, Florida NOTICE - ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION OF THE HILLSBOROUGH COUNTY LAND DEVELOPMENT CODE AND ALL APPLICABLE COUNTY REGULATIONS AND STANDARDS, INCLUDING THE LATEST EDITIONS OF HILLSBOROUGH COUNTY TECHNICAL MANUALS 1

2 Lot 15 Lot 16 TREE PROTECTION NOTES 1. PROTECTIVE BARRICADES SHALL BE PLACED AROUND ALL PROTECTED TREES AND GRAND TREES DURING SITE CLEARING TO CREATE A PROTECTIVE RADIUS AND SHALL REMAIN IN PLACE UNTIL LAND ALTERATION, SITE CLEARING AND CONSTRUCTION ACTIVITIES ARE COMPLETE. BARRICADES FOR THE PROTECTIVE RADIUS SHALL BE ERECTED AT A MINIMUM DISTANCE OF TEN (1) FEET FROM THE EDGE OF TRUNK OF PROTECTED TREES AND TWENTY (2) FEET FROM THE EDGE OF TRUNK OF GRAND TREES. 2. A MINIMUM DISTANCE OF TEN (1) FEET FROM ALL PROTECTED TREES AND TWENTY (2) FEET FROM ALL GRAND TREES SHALL BE MAINTAINED WHEN INSTALLING UNDERGROUND UTILITIES. IF THIS RESULTS IN UNREASONABLE HARDSHIP, A SOIL AUGER SHALL BE USED TO TUNNEL UNDER THE ROOT SYSTEMS. 3. INSTALLATION OF ARTIFICIAL BARRIERS SUCH AS PROTECTIVE BARRICADES, FENCES, POSTS OR WALLS SHALL NOT DESTROY OR IRREVERSIBLY HARM THE ROOT SYSTEM OF PROJECTED TREES AND GRAND TREES. FOOTERS FOR WALLS SHALL END AT THE POINT WHERE LARGER ROOTS ARE ENCOUNTERED, AND THE ROOTS SHALL BE BRIDGED. POST HOLES AND TRENCHES LOCATED CLOSE TO PROTECTED TREES OR GRAND TREES SHALL BE ADJUSTED TO AVOID DAMAGE TO MAJOR ROOTS. 4. ALL ROOTS TO BE REMOVED DURING THE SITE CLEARING PHASE SHALL BE SEVERED CLEAN AT THE PERIMETER OF THE DESIGNATED PROTECTIVE RADIUS. 5. A TWO-INCH LAYER OF MULCH SHALL BE APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF PROTECTED TREES AND GRAND TREES DURING THE SITE CLEARING PHASE. License No DAVID W. BELL No AMERICAN VERTICAL DATUM 188 (NAVD88) Lot 11, Block 1 6. A PROTECTIVE DRY WELL AND DRAINAGE/AERATION SYSTEM SHALL BE PROVIDED WHERE PROTECTED TREES OR GRAND TREES WILL BE ADVERSELY AFFECTED BY RAISING THE GRADE. 7. A PROTECTIVE RETAINING WALL SHALL BE CONSTRUCTED AT THE PERIMETER OF THE PROTECTIVE RADIUS AROUND A PROTECTED TREE OR GRAND TREE WHERE THE PROTECTED TREE OR GRAND TREE WILL BE ADVERSELY AFFECTED BY LOWERING THE GRADE. Lot 1, Block 1 #121 One Story Wood Building Lot, Block 1 8. ALL TRIMMING OF PROTECTED TREES AND GRAND TREES DURING DEVELOPMENT SHALL BE DONE BY A QUALIFIED, LICENSED TREE SERVICE. EXISTING CONDITIONS & DEMOLITION PLAN WV " ELEVATION TYPE III SILT FENCE Vertical 2 ` SECTION D 1 TYPE I D 181 HACKNEY DR PHONE (813) TREE OAK HOLLY MAGNOLIA PALM SEAGRAPE BOTTLEBRUSH PECAN CEDAR PINE CITRUS TREE TO BE REMOVED POTENTIAL GRAND OAK ALL TREE SIZES ARE IN INCHES UNLESS OTHERWISE NOTED WV BOUNDARY/PROPERTY LINE CONTOUR TOP OF BANK/SWFWMD/EPC WETLAND LINE 3' WETLAND SETBACK LINE ELECTRIC HAND HOLE [E] FIRE HYDRANT [FH] HUB & TACK SET LATH SET LIGHT POLE UTILITY POLE GUY ANCHOR SIGN WATER METER [WM] WATER VALVE [WV] MANHOLE FLOOD ZONE LINE FLOODWAY LINE OVERHEAD UTILITY LINES EROSION CONTROL/ SILT FENCE TO BE REMOVED DEMOLITION NOTES 1. THE LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THEIR EXACT LOCATION PRIOR TO CONSTRUCTION IN THEIR VICINITY. 2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE PRIOR TO CONSTRUCTION AND CALL THE SUNSHINE STATE ONE CALL EROSION CONTROL OR SEDIMENTATION BARRIER: THE CONTRACTOR IS TO PROVIDE EROSION CONTROL OR SEDIMENTATION BARRIER (HAY BALES OR SILT SCREEN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, DETENTION PONDS, STORM SEWERS AND WATERWAYS, AND TO MAINTAIN THE EROSION CONTROL OR SEDIMENTATION BARRIER IN AN EFFECTIVE WORKING MANNER FOR THE DURATION OF CONSTRUCTION. ADDITIONALLY, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN S WHERE CONSTRUCTION RELATED TRAFFIC IS TO ACCESS SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR THE LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF SOIL ARE TRANSPORTED OFF-SITE EITHER BY DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID SOIL AND REPAIR DAMAGED OR INEFFECTIVE EROSION CONTROL OR SEDIMENTATION BARRIER TO THE SATISFACTION OF THE ENGINEER AND/OR THE LOCAL AUTHORITIES. SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SEDIMENTATION BARRIER SHALL BE IMMEDIATELY REMOVED AND REPLACED IN UPLAND S. 4. ANY TREES TO REMAIN ON-SITE SHALL BE BARRICADED PRIOR TO THE START OF CONSTRUCTION, SEE DETAILS. CONTRACTOR SHALL NOT REMOVE VEGETATION BY GRUBBING OR PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIALS, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE BARRICADED AROUND ANY TREE TO REMAIN ON-SITE. 5. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-3 PRUNING STANDARDS. Type III Silt Fence Protection Around Ditch Bottom Inlets. Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers are to be used at permanent bodies of water. Open Riser Apron Sidewalk Curb & Gutter Curb & Gutter Anchor Bales With 2-2" x 2" x 4' Stakes Per Bale. Ditch Ditch Tampa, Florida

3 LANDSCAPING NOTES GENERAL NOTES License No DAVID W. BELL No ' 8.78' DUMPSTER 13.' FL FL FL 18.'.' 15.1' PROPOSED CHILD CARE CENTER 13, SF± FFE = 76. PLAYGROUND 15.1' AMERICAN VERTICAL DATUM 188 (NAVD88) FM FM FM FL FL PARKING COMMERCIAL 433 STORMTECH CHAMBERS FL FL FL FL 181 HACKNEY DR PHONE (813) ' 5.' R35.' R35.' 18.'.' 18.' 6.' 8.' 8.' DRAINAGE, GEOMETRY & LANDSCAPING PLAN PROPOSED 5' CONC. SW R35.' R35.' EXISTING TREE OAK Tampa, Florida ' HOLLY MAGNOLIA PALM SEAGRAPE BOTTLEBRUSH PECAN CEDAR PINE CITRUS TREE TO BE REMOVED POTENTIAL GRAND OAK ALL TREE SIZES ARE IN INCHES UNLESS OTHERWISE NOTED 3

4 Lot 15 Lot 16 GENERAL NOTES 1. THE PROPERTY DESCRIBED HERON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP No. 1257C54H, EFFECTIVE DATE AUGUST 28, ALL INTERSECTION RIGHT-OF-WAY AND EDGE OF PAVEMENT RADII ARE 25'. 3. SLOPES OF 4:1 AND GREATER ARE TO BE SODDED. ALL OTHER DISTURBED S ARE TO BE STABILIZED WITH SEED & MULCH. 4. EXISTING TOPOGRAPHY PROVIDED BY LANDMARK ENGINEERING AND SURVEYING CORPORATION. 5. THE LOCATION OF EXISTING UTILITIES IS APPROXIMATE AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THEIR EXACT LOCATION PRIOR TO CONSTRUCTION IN THEIR VICINITY. License No DAVID W. BELL No DUMPSTER Lot 11, Block 1 FL FL FL B PROPOSED CHILD CARE CENTER 13, SF± FFE = 76. PLAYGROUND B 6. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE PRIOR TO CONSTRUCTION AND CALL THE SUNSHINE STATE ONE CALL ALL STORM SEWER AND UTILITIES MUST BE INSTALLED PRIOR TO BASE AND SURFACE COURSE CONSTRUCTION. 8. ANY TREES TO REMAIN ON-SITE SHALL BE BARRICADED PRIOR TO THE START OF CONSTRUCTION, SEE DETAILS. CONTRACTOR SHALL NOT REMOVE VEGETATION BY GRUBBING OR PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIALS, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE BARRICADED AROUND ANY TREE TO REMAIN ON-SITE.. EROSION CONTROL OR SEDIMENTATION BARRIER: THE CONTRACTOR IS TO PROVIDE EROSION CONTROL OR SEDIMENTATION BARRIER (HAY BALES OR SILT SCREEN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, DETENTION PONDS, STORM SEWERS AND WATERWAYS, AND TO MAINTAIN THE EROSION CONTROL OR SEDIMENTATION BARRIER IN AN EFFECTIVE WORKING MANNER FOR THE DURATION OF CONSTRUCTION. ADDITIONALLY, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN S WHERE CONSTRUCTION RELATED TRAFFIC IS TO ACCESS SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR THE LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF SOIL ARE TRANSPORTED OFF-SITE EITHER BY DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID SOIL AND REPAIR DAMAGED OR INEFFECTIVE EROSION CONTROL OR SEDIMENTATION BARRIER TO THE SATISFACTION OF THE ENGINEER AND/OR THE LOCAL AUTHORITIES. SILTATION ACCUMULATIONS GREATER THAN THE LESSER OF 12 INCHES OR ONE-HALF THE DEPTH OF THE SEDIMENTATION BARRIER SHALL BE IMMEDIATELY REMOVED AND REPLACED IN UPLAND S. 1. ALL TRIMMING UNDERTAKEN ON A TREE PROTECTED BY THE PROVISIONS OF THE LAND DEVELOPMENT CODE SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-3 PRUNING STANDARDS. 11. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT". THE CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS. AMERICAN VERTICAL DATUM 188 (NAVD88) B 12. ALL WORK SHOWN IN THE EXISTING RIGHT-OF-WAY, AS PERMITTED BY HILLSBOROUGH COUNTY RIGHT-OF-WAY PERMITS, SHALL MEET ALL CONDITIONS OF SUCH PERMITS, INCLUDING BUT NOT LIMITED TO, PAVEMENT REMOVAL, RESTORATION & FINAL OVERLAY OF EXISTING STREETS. FM FM FM FL FL PARKING COMMERCIAL STORMTECH CHAMBERS Lot 1, Block 1 B Lot, Block 1 FL FL FL FL 181 HACKNEY DR PHONE (813) Tampa, Florida ALL ROOF RUN-OFF WILL BE DIRECTED TO THE POND. LAKE/POND EXCAVATION NOTE NO EXCAVATION SHALL EXTEND BELOW THE PERMITTED DESIGN DEPTHS/ELEVATIONS SHOWN ON THE DRAWINGS, UNLESS ADDITIONAL TESTING SUPPORTS OTHERWISE; AND NO LOWER SEMI-CONFINING UNIT CLAYEY SOIL MATERIAL AND/OR NO LIMESTONE MATERIALS SHALL BE EXCAVATED, REGARDLESS IF THESE MATERIALS ARE ENCOUNTERED WITHIN THE PERMITTED EXCAVATION DEPTHS/ELEVATIONS. IF ANY LOWER SEMI-CONFINING UNIT CLAY SOIL MATERIALS OR LIMESTONE MATERIALS ARE ENCOUNTERED ABOVE THE PERMITTED DEPTHS/ELEVATIONS, THEN EXCAVATION OPERATIONS SHALL CEASE IN THE GENERAL. EPC WETLANDS MANAGEMENT STAFF MUST BE CONTACTED PRIOR TO ANY EXCAVATION OF CLAYS. * IN THE ABSENCE OF ANY CONFINING OR SEMI-CONFINING UNIT CLAYEY SPOILS, A MINIMUM OF FIVE FEET OF UNDISTURBED SOILS SHALL REMAIN ABOVE THE UNDERLYING LIMESTONE. ANY EXCAVATION BELOW THE BOTTOM ELEVATIONS SHOWN ON THE PLANS WILL REQUIRE AN APPROVED PERMIT MODIFICATION FROM THE SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT FOR THE DEEPER EXCAVATION. PAVING & GRADING PLAN 4

5 GENERAL NOTES 1. THE PROPERTY DESCRIBED HERON IS LOCATED IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP No. 1257C38H, EFFECTIVE DATE AUGUST 28, IT IS THE ENGINEER OF RECORDS RESPONSIBILITY TO FIELD LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION PLAN SUBMITTAL AND ACCURATELY SHOW THESE UTILITIES ON THE SUBMITTED CONSTRUCTION PLAN AND/OR PROFILE DRAWINGS. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE PRIOR TO CONSTRUCTION AND CALL THE SUNSHINE STATE ONE CALL License No DAVID W. BELL No FM FM FM FL FL DUMPSTER FL FL FL PARKING COMMERCIAL PROPOSED CHILD CARE CENTER 13, SF± FFE = 76. STORMTECH CHAMBERS PLAYGROUND 4. ALL WATER LINES, SANITARY SEWER AND STORM SEWER UTILITIES MUST BE INSTALLED PRIOR TO BASE AND SURFACE COURSE CONSTRUCTION. 5. PLACEMENT OF WATER AND SEWER MAINS: SANITARY SEWERS AND STORM SEWERS SHOULD ALWAYS CROSS UNDER WATER MAINS. SANITARY SEWERS AND STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE FACE OF THE UPPER PIPE AND THE OUTSIDE FACE OF THE LOWER PIPE WHENEVER POSSIBLE. WHERE SANITARY SEWERS, AND STORM SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES OF VERTICAL DISTANCE, THE SEWER MAIN SHALL CONSIST OF 2 FEET OF STEEL ENCASED PVC PIPE CENTERED ON THE POINT OF THE CROSSING AS PER HILLSBOROUGH COUNTY STANDARDS. ALL JOINTS ON THE WATER MAIN WITHIN 2 FEET OF THE CROSSING MUST BE LEAK FREE, AND MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT THE CROSSING. WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER THE WATER MAIN, THE ENCASEMENT OF BOTH MAINS IS MANDATORY (ENCASEMENT OF STORM SEWERS IS NOT REQUIRED IF PIPE IS NOT AVAILABLE IN THE SIZE PROPOSED). A MINIMUM 1 FOOT HORIZONTAL SEPARATION (FACE TO FACE) SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHEREVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 1 FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP). THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER A MINIMUM VERTICAL DISTANCE OF 6 INCHES. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER(STAGGERED JOINTS). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE SHALL BE CONSTRUCTED TO MEET THE REQUIREMENTS ABOVE. 6. THERE SHALL BE A MINIMUM OF 36 INCHES OF COVER OVER ALL WATER MAINS. 7. WATER MAIN MATERIAL SPECIFICATIONS: PVC PIPE LESS THAN 2" IN DIAMETER SHALL CONFORM TO ASTM D1785, CLASS 112 OR 12, SCHEDULE 8 WITH A MINIMUM PRESSURE RATING OF 2 PSI. PE (POLYETHYLENE) TUBING 2" OR SMALLER IN DIAMETER SHALL CONFORM TO ASTM D1248. PVC PIPE 2" AND 3" IN DIAMETER SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241, CLASS 112 OR 122 (SDR 21) WITH A MINIMUM PRESSURE RATING OF 2 PSI. PVC PIPE 4" - 12" IN DIAMETER SHALL CONFORM TO THE REQUIREMENTS OF AWWA STANDARD C. PIPE SHALL HAVE A PIPE DIMENSION RATIO (DR) OF 18, WORKING PRESSURE OF 15 PSI, RUBBER RING GASKET PUSH-ON JOINTS AND A MAXIMUM LAYING LENGTH OF 2 FEET. ALL PVC AND PE PIPE AND FITTINGS SHALL BEAR THE APPROVAL SEAL OF THE NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER PIPE. ALL DUCTILE IRON WATER PIPE (DIP) SHALL CONFORM TO THE REQUIREMENTS OF ANSI STANDARD A21.51, MINIMUM CLASS GRAVITY SEWER MATERIAL SPECIFICATIONS: PVC PIPE 4" - 15" IN DIAMETER SHALL CONFORM TO THE REQUIREMENTS OF ASTM D334 (SDR 35 OR SDR 26), WITH A CELL CLASSIFICATION OF 12454B, 12454C OR 13354B AS DEFINED IN ASTM D1784. PIPE SHALL HAVE RUBBER RING GASKET PUSH-ON JOINTS AND STANDARD MINIMUM LAYING LENGTHS SHALL BE 13 FEET± 1" OR 2 FEET± 1". RIBBED PVC PIPE 8" - 15" IN DIAMETER SHALL CONFORM TO THE REQUIREMENTS OF ASTM F74, WITH A CELL CLASSIFICATION OF 12454B, 12454C OR 13364B AS DEFINED IN ASTM D1784. PIPE SHALL HAVE RUBBER RING GASKET PUSH-ON JOINTS.. SIZES OF WATER MAIN FITTINGS, REDUCERS, GATE VALVES, ETC. ARE DETERMINED BY ADJACENT WATER MAIN SIZES. 1. PROPOSED WATER MAIN LENGTHS ARE MEASURED FROM CENTER TO CENTER OF FITTINGS. ALL LENGTHS ARE APPROXIMATE AND DO NOT ACCOUNT FOR DEFLECTION OR USE OF FITTINGS AS MAY BE REQUIRED DURING CONSTRUCTION. 11. ALL WATER LINES SHALL BE DEFLECTED AROUND STRUCTURES, USE FITTINGS AS NECESSARY. 12. ALL WATER AND SEWER MAINS SHALL HAVE SUITABLE MAGNETIC LOCATOR TAPE BURIED OVER THE MAIN AS PER HILLSBOROUGH COUNTY STANDARDS. 13. ALL GATE VALVES ARE TO BE INSTALLED BEHIND THE BACK OF CURB AND NOT WITHIN THE ROADWAY PAVEMENT. WATER & SEWER PLAN AMERICAN VERTICAL DATUM 188 (NAVD88) FL FL FL FL WV 14. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON NEW ON-SITE GRAVITY SEWERS AND A PRESSURE TEST ON ALL IN ACCORDANCE WITH HILLSBOROUGH COUNTY REGULATIONS. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO HILLSBOROUGH COUNTY FOR APPROVAL. THE SCHEDULING, NOTIFICATION AND COORDINATION OF ALL APPLICABLE PARTIES IS THE CONTRACTORS RESPONSIBILITY. 15. FIRE FLOW WILL BE PROVIDED AS REQUIRED BY THE HILLSBOROUGH COUNTY FIRE DEPARTMENT. 16. ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE "TRENCH SAFETY ACT". THE CONTRACTOR SHALL INSURE THAT THE METHOD OF TRENCH PROTECTION AND CONSTRUCTION IS IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS. 17. ALL CONSTRUCTION LAYOUT AND STAKING IS TO BE PERFORMED UNDER THE SUPERVISION OF A FLORIDA REGISTERED LAND SURVEYOR. 18. ALL WORK SHOWN IN THE EXISTING RIGHT-OF-WAY, AS PERMITTED BY HILLSBOROUGH COUNTY RIGHT-OF-WAY PERMITS, SHALL MEET ALL CONDITIONS OF SUCH PERMITS, INCLUDING BUT NOT LIMITED TO, PAVEMENT REMOVAL, RESTORATION AND FINAL OVERLAY OF EXISTING STREETS. 1. CONTRACTOR TO COORDINATE WITH KENNY OF THE HILLSBOROUGH COUNTY WATER DEPARTMENT, PRIOR TO THE SELECTION AND ORDERING OF THE WATER METER AND/OR BACKFLOW PREVENTION DEVICE ASSEMBLIES. 2. CONTRACTOR TO FURNISH AND INSTALL TAPPING SLEEVE AND VALVE. HILLSBOROUGH COUNTY WATER DEPARTMENT WILL PERFORM THE TAPPING OPERATION. 21. ALL NON-METALLIC PIPE WILL BE INSTALLED WITH 2 PAIR, 1 GAUGE, COPPER TRACER WIRE. 181 HACKNEY DR PHONE (813) SS SS PROPERTY/BOUNDARY LINE EXIST. SANITARY SEWER LINE EXIST. WATER LINE CONTOUR LINE EXISTING SPOT ELEVATION WATER METER LIGHT POLE UTILITY POLE GUY WIRE EROSION CONTROL FENCING PROPOSED FIRE HYDRANT ASSEMBLY REDUCER/ENLARGER GATE VALVE & BOX CLEAN OUT W WATER LINE FL FIRE LINE SANITARY MANHOLE SANITARY SERVICE LATERAL WATER LINE FITTINGS REDUCER 22. THE CONTRACTOR/ENGINEER OF RECORD MUST CONTACT THE HILLSBOROUGH COUNTY PUBLIC UTILITY DEPT. INSPECTION SECTION AND LINE MAINTENANCE TO SET UP THE PRE-CONSTRUCTION MEETING. WILLIE EXT FOR INSPECTIONS, AND THE SOUTH/CENTRAL LINE MAINTENANCE , OR THE WEST LINE MAINTENANCE THE LOCATION OF ALL NEWLY INSTALLED FIRE HYDRANTS SHALL BE IDENTIFIED WITH A BLUE REFLECTIVE MARKER INSTALLED ON THE ROADWAY/PAVEMENT, PERPENDICULAR TO THE FIRE HYDRANT. THE REFLECTIVE MARKER SHALL BE LOCATED IN THE CENTER OF THE LANE CLOSEST TO THE HYDRANT. 24. THE CONTRACTOR SHALL COORDINATE SHUT-DOWN OF FORCEMAIN WITH HILLSBOROUGH COUNTY MAINTENANCE PRIOR TO INSTALLATION OF TEE & PLUG VALVES. 25. THE ENGINEER OF RECORD AND /OR CONTRACTOR WILL BE RESPONSIBLE FOR THE FLOW TESTING AND COLOR CODING OF ALL NEWLY INSTALLED FIRE HYDRANTS IN THE EXISTING OR PROPOSED HILLSBOROUGH COUNTY RIGHT-OF-WAY AND UTILITY EASEMENTS THAT ARE DEDICATED TO HILLSBOROUGH COUNTY PRIOR TO THE FINAL INSPECTION OF THE PROJECT. THE ENGINEER OF RECORD AND /OR THE CONTRACTOR SHALL REFER TO NFPA STANDARD 21 FOR FLOW TESTING AND COLOR CODING METHODS AND PROCEDURES. Tampa, Florida 3361 PROPOSED CONC. SIDEWALK PROPOSED ASPHALT DRIVE GATE VALVE & BOX WATER METER 5

6 Lot 15 Lot 16 SIDEWALK NOTES License No DAVID W. BELL No DUMPSTER Lot 11, Block 1 FL FL FL PROPOSED CHILD CARE CENTER 13, SF± FFE = 76. PLAYGROUND SIGN DATA 1 R1-1 STOP SIGN (36"x36") 2 D3 STREET SIGN - DE VALLE ROAD & ROAD "B" 3 R2-1 SPEED LIMIT SIGN - 25 MPH 4 R1-1 STOP SIGN (3"x3") AMERICAN VERTICAL DATUM 188 (NAVD88) 5 D3 STREET SIGN - ROAD "B" & ROAD "A" FM FM FM FL FL PARKING COMMERCIAL STORMTECH CHAMBERS Lot 1, Block 1 Lot, Block 1 6 D3 STREET SIGN - DEL VALLE & ROAD "A" 7 R4-7 ISLAND WITH DIRECTIONAL ARROW OM1 YELLOW REFLECTOR TREE TABLE SIDEWALK, STREET, TREE & SIGNAGE PLAN FL FL FL FL WV EXISTING TREE OAK HOLLY MAGNOLIA PALM SEAGRAPE BOTTLEBRUSH PECAN CEDAR PINE CITRUS TREE TO BE REMOVED 181 HACKNEY DR PHONE (813) POTENTIAL GRAND OAK ALL TREE SIZES ARE IN INCHES UNLESS OTHERWISE NOTED PROPOSED TREE Tampa, Florida

7 6" 7 Std. 6" Min. 8" 2'-" CURB AND GUTTER TYPE "F" DETAIL 12'-" 5'-" 12'-" PAVING, GRADING & DRAINAGE DETAILS 181 HACKNEY DR PHONE (813) Tampa, Florida '-" 3' or 5' square 1' BLUE WHITE 2' NOT TO SCALE *Note: When used on high side of roadways, the cross slope of the gutter shall match the cross slope of the adjacent pavement the thickness of the lip shall be 6", unless otherwise shown on plans. AMERICAN VERTICAL DATUM 188 (NAVD88) * DAVID W. BELL No License No

8 8 181 HACKNEY DR PHONE (813) WATER & SEWER DETAILS AMERICAN VERTICAL DATUM 188 (NAVD88) DAVID W. BELL No Tampa, Florida 3361 License No

9 IN EMERGENCY CONTACT (###) ###-#### AMERICAN VERTICAL DATUM 188 (NAVD88) C L OF PUMP AND SUMP 2" DISCHARGE CONNECTION 6" 1" C L OF VALVE VAULT LIFT STATION PLAN & DETAILS CHECK VALVE (2 REQ'D) 2" SCH 8 DISCHARGE PIPE PVC. SS CABLE RACK 4.' VALVE VAULT 36" X 36" TOP EL " NPT FLANGE VARIES LIFTING CHAIN OR CABLE 24" 4' MAX. 6.5 HIGH LEVEL ALARM 3" LAG ON 2" PVC STUB 3 PLACES CONCRETE BALLAST SLOPE TO DRAIN (2.5 CF MINIMUM) EL. 6. INLET HUB EL /4" DRAIN PIPE & CONNECTIONS (SCH. 8 PVC) EL " SCH 8 PVC DISCHARGE PIPE 1.5' EL. 64. CONCRETE SLAB BY CONTRACTOR EL. 64. SYSTEMS HEAD COMPUTATIONS PUMPS OFF EL. 68. LEAD ON Tampa, Florida 3361 CONCRETE SLAB BY CONTRACTOR ALL PUMPS OFF 5" 2" ALL PUMPS ON 6"MIN. INFLUENT INV. EL. DESIGN POINT 36" 181 HACKNEY DR PHONE (813) " VENT 1" AS REQUIRED PERFORMANCE CURVE PUMP STATION DATA 75 EBARA EB G " License No WET WELL FLOATATION CALCULATIONS DAVID W. BELL No WASTEWATER PUMPING STATION DESIGN PARAMETERS