INVITATION TO BID ITB/FFS-15/16-79 CONSTRUCTION OF A BUILDING FACILITY AT INDIAN LAKE RANGER STATION

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1 April 4, 2016 ADDENDUM 3 TO: FROM: RE: Vendors Vianka Colin, Purchasing Director INVITATION TO BID ITB/FFS-15/16-79 CONSTRUCTION OF A BUILDING FACILITY AT INDIAN LAKE RANGER STATION This addendum is to provide all potential bidders with answers to questions submitted in reference to Invitation To Bid number ITB/FFS-15/ Deletions are struck through, and additions are highlighted. Questions / Answers 1. The landscape shows 17 large tree-type symbols and labels as a hedge 3 ft. in height. Could we get a clarification as to what these items are? The trees shown on the plan have to be 8 ft. in height. Is there a caliper requirement? See the revised plans. 2. There are not specifications provided on the well size, pump size, tank size, etc. Will there be an engineered detailed site plan for this project? See the revised plans. 3. Who is the power company? Has load been calculated for service to be built? Ocala Electric Utility is the utility company. The load shall be calculated by the contractor. 4. Will there be any additional cost to build service and supply O/H to site? This shall be covered by FFS. 5. Where will the O/H service line terminate or be located on site property? It is unknown at this time.

2 ADDENDUM 3 April 4, 2016 Page 2 6. Is the contractor to include U/G costs from pole to service meter can? If so, is there an estimated cost/budget? This shall be the contractor's responsibility; there are no estimates. 7. Will NOVA be responsible for coordination and costs associated with State Fire Marshal as described in ITB? Yes. 8. Is the contractor to include costs associated with surveys/staking/layouts/as-builts, or is owner responsible for all? This shall be the contractor's responsibility. 9. Is contractor responsible for all testing (compactions/concrete/proctors, etc.) costs and should include in bid? Yes. 10. Are we required to use firm supplying Geo-Tech report for testing if required? No. 11. Any other jurisdiction or authority requirements/permits/approvals needed prior (besides DOH)? State Fire Marshall. 12. Will electronic submittals regarding materials be acceptable? Architect to review? Return/review time? Electronic submittals are acceptable. The architect will review and return as soon as possible. 13. References requirement in bid should be for similar work, not roofing as ITB lists, correct? Correct. 14. Civil/Site specifications needed for all well and associated systems equipment. See the revised plans. 15. Are civil/site specifications needed for all fire tank & suppression source systems equipment? A 10,000 gallon fire suppression tank per nfpa Civil/Site Plans? See the attached revised plans. 17. We need plans/details for the pole barn building. There is no pole barn at this time.

3 ADDENDUM 3 April 4, 2016 Page What is the plate height of the exterior walls? The elevations show 9, the sections show 10 4? Which is correct? 9 is correct. 19. I can t find a Hardie bond board freeze, please advise? The band/trim is called a frieze but is just a 10 piece of trim. 20. Sections appear to show a 2" x 6' sub fascia with a 1" x 2' drip. The plans call out a 1" x 6' fascia with a 1" x 2' drip. Will the 1" x 6' be a finished product or wrapped? Is there a sub fascia behind the 1" x 6' or is this the fascia? The project requires a 1" x 6' fascia, 2" x 4' pt sub-fascia. 21. Please provide specs/sizes for the fire suppression tank. See the answer to question Please provide specs on hooking up electric to fire suppression tank. Install electrical for fire suppression tank per NFPA Please confirm offsite electric to onsite electric locations. Unknown at this time. 24. What size water heater does the owner want? Please provide specs. See the electrical plan specifying an instant hot water heater. 25. What are the carpet and tile specs? There are none. Contractor shall submit samples for approval. 26. Are there any specs for backsplash? No Contractor shall submit samples for approval. 27. Are there any specs for cabinets and counters? No. Contractor shall submit samples for approval. 28. Are there any specs on interior framed walls? I assume 2x4 walls. 2" x 4' interior walls. 29. Is there any sound insulation? No. This is not a part of the project. 30. Is proposed fence by contractor or owner? If by contractor are there any specs? This shall be provided by the contractor. It shall be 6' chain link per DFOT index 802.

4 ADDENDUM 3 April 4, 2016 Page Are there any specs for the Well? See answer to question Is the administration building the only building being constructed? Yes. 33. There is a size discrepancy regarding the size of the administration building on the civil plans vs the architectural plans. See the attached plans. 34. In addition to a bond, is builder s risk also required? Yes. 35. How will the power be brought in? Power will be from underground to the building from the last pole. The Department is waiting on the utility company for more information. 36. Will power locations be provided on the Civil plans? No. Contact the local power company, Ocala Electric Utility. 37. Who is the power service through? Ocala Electric Utility. 38. Who is responsible for electrical meter fees? Contractor. 39. Who is responsible for any testing fees such as soil or otherwise? Contractor. 40. Please provide size and specs for well and septic. Please see the revised plans. 41. What permit related fees is the contractor responsible for? None. 42. What permit related fees is the owner responsible for? All. 43. How should bidders obtain project information such as addendums? Contact the purchasing office at (850) or Vianka.Colin@FreshFromFlorida.com.

5 ADDENDUM 3 April 4, 2016 Page A-2 shows 2' o/h, A-3 shows 2'6"; please confirm. The correct measurements are 2-6 o/h at porch, 2-0 o/h at building. 45. Will there be a 2x4 sub fascia for soffit nailer and to help keep 1x6 fascia straight? Yes, 1" x 6' fascia, 2" x 4' pt sub-fascia 46. Is permacast column a split column? We will not be able to install HD to 4x4 inside column? Permacast is structural, is 4x4 needed? This project requires a 4" x 4" inside split PermaCast column. To the extent this addendum gives rise to a protest, failure to file a protest within the time prescribed in Section (3), Florida Statutes, shall constitute a waiver of proceedings under Chapter 120, Florida Statutes. All other terms, conditions and specifications of this Invitation to Bid will remain the same. If you have any questions regarding this addendum, please feel free to contact this office at (850)

7 GENERAL CONSTRUCTION NOTES PAVING AND GRADING NOTES: UTILITY NOTES PROPOSED LEGEND GROUND SPOT ELEVATION GROUND SPOT ELEVATION (MATCH EXISTING GRADE) MATCH EXISTING GRADE MITERED END SECTION (MES) AND STORM PIPE CENTERLINE APPROX. FILL LIMIT APPROX. CUT LIMIT SETBACK LINE WM SAN WATER MAIN SANITARY SEWER SEPTIC TANK & DRAIN FIELD W WATER WELL CRUSHED LIMEROCK LIMITS SLAB ON GRADE BUILDING TREE PROTECTION NOTES SECTION IDENTIFICATION SHEET NUMBER DETAIL IDENTIFICATION SHEET NUMBER EROSION & POLLUTION CONTROL NOTES CLEARING AND PREPARATION NOTES: F.F. EL. R.O.W., R/W F&I MATCH/MEET EXISTING GRADE FINISHED FLOOR ELEVATION FURNISH AND INSTALL...Providing Solutions

8 TREE TABLE TOPOGRAPHIC SURVEY OF BENCMARK #2 BENCHMARK #1 NE 40TH AVENUE ROAD LEGEND EXISTING TREE (TYP.)...Providing Solutions SURVEYOR'S REPORT 1. The survey date is August 12, 2015 (last date of fieldwork). 2. This is a Topographic Survey as defined by Chapter 5J (10)(k) of the Florida Administrative Code. 3. This Topographic Survey map and report or the copies thereof are not valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. 4. Additions or deletions to Survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 5. Copyright 2015 by MacSurvey, Inc. 6. The bearings shown upon this Survey are based on Grid North as established by the National Ocean Service ("NOS") through its program office National Geodetic Survey ("NGS") and the bearing between NGS control point "FLGPS " and NGS control point "FLGPS33 AZMK 1989" being N47 35'57"W. 7. Elevations shown heron are referenced to the North American Vertical Datum of 1988 (NAVD88) as established by a NGS benchmark being a stainless steel rod in a NGS access cover stamped "FLGPS " with an elevation of.60'. 8. The coordinate system utilized hereon is relative to the Florida State Plane Coordinate System, West Zone, North American Datum of 1983, 2011 adjustment as established using the control points described in Note #6 and conventional field survey methods. All distances shown hereon are in US Survey Feet (grid). 9. Aerial imagery shown heron was provided by the Florida Department of Environmental Protection ("FDEP") and is shown for informational purposes. The imagery was flown in Field work performed by Columbia America, licensed Florida Surveying and Mapping Business #79, last date in the field 8/12/ The features on this survey that were intended to be topographically mapped include existing topography and existing improvements within the project limits provided by the Florida Forest Service. 12. The scale of this Survey may have changed due to reproduction. SURVEY PROVIDED BY: MacSurvey, Inc. 13. Wetland lines determined by

9 BENCMARK #2 BENCHMARK #1 NE 40TH AVENUE ROAD 37.1' 85.4' 48.4' 49.0' 86.0' 37.0' R40.0' R R R40.0' 29.2' F.F. EL.=.50 BLDG ADMIN. 24.0' R36.0' R3.0' R1 18.0' 93.0' 12.0' 39.1' 38.9' PROPOSED 87.2' PROPOSED SWALE 6" DEEP 4' WIDE AT INLET PROPOSED 99.2' PROPOSED RIP RAP FLUME WEIR (SEE DETAIL ON THIS SHEET) SKIMMER 42.7' PROPOSED POND TOP OF BANK = 65.5 BOTTOM = '.5' 30.0' 9.2' PROPOSED REGULAR PARKING SPACE 103.8' (PROPOSED LIME ROCK) 12.0' 6.0' 24.9' 24.0' 18.0' 9.0' R 93.0' R17.0' R 24.0' PROPOSED FIRE SUPPRESSION TANK WITH SIAMESE FDC CONNECTION 21.2'...Providing Solutions PROPERTY SITE INFO: AREA 62,8 S.F AC. PROPOSED IMPERVIOUS ADMIN BUILDING 2,240 SF AC. POLE BARN BUILDING 3,0 SF AC. LIME ROCK 11,351 SF AC. 5,502 SF AC. TOTAL 22,793 SF AC. PARKING (10) 18'x9' REGULAR PARKING SPACES PROVIDED (1) 18'x12' HANDICAP PARKING SPACE PROVIDED SITE INFO: DRAINAGE DATA: IMPERVIOUS AREA: TREATMENT VOLUME (T.V.) = 1" x IMPERVIOUS AREA T.V. = 1,866 C.F. REQUIRED DRAIN FIELD 22,793 S.F. POND BOTTOM AREA 854 S.F. DESIGN HIGH WATER AREA 1,9 S.F. TOP OF BANK AREA 2,058 S.F. SEPTIC TANK 5'x5'x4" SLAB 4'x4'x4" SLAB FOR A/C UNIT GRAVITY SANITARY SEWER SERVICE PROPOSED FENCE LINE PROPOSED 5' WIDE SIDEWALK 12.0' R 5'x5'x4" SLAB PROPOSED HANDICAP PARKING SPACE STORAGE RANGER 4'x3'x4" SLAB FOR A/C UNIT F.F. EL.=.50 36'x' BAY 14'x' BAY (OPEN) FUTURE BUILDING.0' 34.7' PROPOSED LIME ROCK W WATER WELL AREA 11,7 S.F AC. VOLUME PROVIDED 1,930 S.F. 24.0' 36.0' 14.0' PROPOSED IMPERVIOUS 2,891 SF AC. 34.0' POTABLE WATER SERVICE

10 BENCMARK #2 BENCHMARK #1 NE 40TH AVENUE ROAD DOUBLE SIDE DRAIN MITERED END SECTION INV.=M.E.G PER FDOT INDEX #273 RE-GRADE TOP AND TOP OF DITCH PER FDOT 64 LF OF 14"x23" ERCP INDEX #273 & #515 CLASS IV (TYP. AT ALL MES) A RE-GRADE TOP OF DITCH (TYP.) DOUBLE SIDE DRAIN MITERED END SECTION INV.=M.E.G PER FDOT INDEX # LF OF 14"x23" ERCP CLASS IV 64 LF OF 14"x23" ERCP CLASS IV ' RE-GRADE TOE OF DITCH (TYP.) ' E DOUBLE SIDE DRAIN MITERED END SECTION INV.=M.E.G PER FDOT INDEX # ' (TYP.). 10.0' (TYP.) 6" DEEP SWALE (4' WIDE BOTTOM) D DOUBLE SIDE DRAIN MITERED END SECTION INV.=M.E.G PER FDOT INDEX #273 STORM STRUCTURE AND PIPE TABLE S-01 MITERED END SECTION INV. =63.5 (PER FDOT INDEX #273) S-02 TYPE C DITCH BOTTOM INLET WITH TRAVERSABLE SLOT RIM EL. =.40 SLOT INV. =66. INV. =64.2 (PER FDOT INDEX #232) S-03 TYPE C DITCH BOTTOM INLET WITH TRAVERSABLE SLOT RIM EL. =.00 SLOT INV. =.42 INV. =64.58 (PER FDOT INDEX #232) P-01 P-02 LF OF 12" 1.0% SLOPE 38 LF OF 12" 1.0% SLOPE (CLASS IV) FLUME WEIR (SEE DETAIL ON THIS SHEET) SKIMMER APPROX. LIMITS OF FILL FLAT BERM (TYP.) PROPOSED POND TOP OF BANK = 65.5 BOTTOM = ' S LF OF 14"x23" ERCP CLASS IV.5 C DRAIN FIELD.5 F G MIN. 10.7' P-01 S F.F. EL.=.50 BLDG ADMIN ' CANTILEVER GATE PER FDOT INDEX P-02 S ' BOTTOM B ' CANTILEVER GATE PER FDOTINDEX 803 APPROX. LIMITS OF CUT 5' (TYP.)...Providing Solutions PROPERTY SITE INFO: AREA 62,8 S.F AC. PROPOSED IMPERVIOUS ADMIN BUILDING 2,240 SF AC. POLE BARN BUILDING 3,0 SF AC. LIME ROCK 11,351 SF AC. 5,502 SF AC. TOTAL 22,793 SF AC. PARKING (10) 18'x9' REGULAR PARKING SPACES PROVIDED (1) 18'x12' HANDICAP PARKING SPACE PROVIDED SITE INFO: AREA 11,7 S.F AC. DRAINAGE DATA: IMPERVIOUS AREA: APPROX. LIMITS OF FILL ROOT PRUNE AS NECESSARY TREATMENT VOLUME (T.V.) = 1" x IMPERVIOUS AREA T.V. = 1,866 C.F. REQUIRED 22,793 S.F. POND BOTTOM AREA 854 S.F. DESIGN HIGH WATER AREA 1,9 S.F. TOP OF BANK AREA 2,058 S.F. VOLUME PROVIDED 1,930 S.F. PROPOSED 1,087 LF OF TYPE A FENCE PER FDOT INDEX 801 (WOVEN WIRE FABRIC WITH TIMBER POSTS).20 APPROX. LIMITS OF FILL J STORAGE RANGER F.F. EL.=.50 36'x' BAY 14'x' BAY (OPEN) FUTURE BUILDING. PROPOSED IMPERVIOUS 2,891 SF AC.. I H APPROX. LIMITS OF CUT 5' LIMITS (TYP.)

11 BENCMARK #2 BENCHMARK #1 NE 40TH AVENUE ROAD PROPOSED 400 SF DRAINAGE FIELD PROPOSED EL.= ' F&I: 10,000 GALLON FIRE SUPPRESSION TANK WITH FDC CONNECTION PER NFPA 1142 F&I: 2.5" 90 BEND SIAMESE 15.2' BERM (TYP.).5 F.F. EL.=.50 BLDG ADMIN. F&I: 84 LF OF 1" PVC WATER MAIN F&I: 1" 45 BEND 40.1'...Providing Solutions ROOT PRUNE (BY CERTIFIED ARBORIST) 10.0' ' PROPOSED CLEAN OUT RIM EL.=FINIHED GRADE INV.=65.58 PROPOSED CLEAN OUTS RIM EL.=FINIHED GRADE INV.=65.82 PROPOSED CLEAN OUT RIM EL.=FINIHED GRADE INV.=66.06 F&I: 1" END CAP PROPOSED INV.=65.90 PROPOSED CLEAN OUT RIM EL.=FINIHED GRADE INV.=66.60 F&I: 144 LF OF 4" PVC SANITARY PIPE AT 1.0% SLOPE 10.0' MIN. 10.0' MIN. SEPARATION STORAGE RANGER SEE DETAIL "A-A" F&I: 1" 45 BEND F.F. EL.=.50 36'x' BAY 14'x' BAY (OPEN) FUTURE BUILDING PROPOSED WATER WELL PADS EL.=.5 (SEE ELECTRICAL PLANS FOR POWER SUPPLY) F&I: 1.5" 90 BEND W F&I: 2.5"x2.5" TEE 2.5" 90 BEND F&I: 105 LF OF 2.5" PVC WATER MAIN F&I: 2.5" 90 BEND 2.5"x1.5" REDUCER 1.5" WATER MAIN VALVE NOTE: 1. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY FOR NEAREST ELECTRICAL CONNECTION. PROPOSED CLEAN OUT RIM EL.=FINIHED GRADE F&I: 1.5" 90 BEND F&I: 190 LF OF 1.5" PVC WATER MAIN F&I: 1.5" 90 BEND PROPOSED INV.=.36 RANGER F&I: 1" 45 BEND F&I: 1.5"x1" REDUCER F&I: 1.5"x1" TEE F&I: 1" BALL VALVE DETAIL "A-A" SCALE: 1"=10' F&I: 1" TEMP. CAP

12 BENCMARK #2 BENCHMARK #1 NE 40TH AVENUE ROAD LANDSCAPE LEGEND SYMBOL TYPE TOTAL SIZE SPACING LIVE OAK 2 4" AS SHOWN SAW PALMETTO 13 3 GAL. AS SHOWN DOGWOOD 2 7 GAL. AS SHOWN.5.5 F.F. EL.=.50 BLDG ADMIN. WM WM WM STORAGE RANGER F.F. EL.=.50 36'x' BAY 14'x' BAY (OPEN) W WM WM WM WM...Providing Solutions FUTURE BUILDING SWAMP BAY 2 4" AS SHOWN EAST PALATKA HOLLY 2 4" AS SHOWN WM LONG LEAF PINE 7 7 GAL. AS SHOWN WM WM WM WM WM WM TICKSEED 80 1 GAL. AS SHOWN AREA OF SOD NOTES: 1. ALL PLANT MATERIALS ARE TO BE MINIMUM OF FLORIDA NO. ONE AS DEFINED IN GRADES AND STANDARDS REVISED, PART II, AS PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 2. ALL LANDSCAPING SHALL BE MAINTAINED PER THE STANDARDS OF ULDC 21-9.H. 3. GRASS AREAS SHALL BE SODDED. SOD PROVIDED MUST BE VIABLE, REASONABLY FREE OF WEEDS AND CAPABLE OF GROWTH AND DEVELOPMENT. IN GENERAL, SOD STRIPS SHALL BE ALIGNED WITH TIGHTLY FITTED, STAGGERED JOINTS AND NO OVERLAP OF BUTTS OR SIDES. SUBGRADE OF LAWN AREA AFTER FINISHED GRADING SHALL BE REASONABLY FREE OF STONES, STICKS, ROOTS, AND OTHER MATTER PRIOR TO THE PLACEMENT OF SOD. NEW LAWNS SHALL BE WATERED IMMEDIATELY AFTER PLANTING AND SHALL BE MAINTAINED IN A LIVING CONDITION. 4. MULCH, INCLUDING SYNTHETIC GROUND COVER, SUCH AS DECORATIVE STONE, MAY ONLY BE USED AROUND TREES AND LANDSCAPED AREAS AND MAY NOT BE USED IN LIEU OF SOD FOR LAWN AREAS. 5. ALL TREES BEING PLANTED SHALL BE 8' IN HEIGHT AT PLANTING PER ULDC A(2).

13 30.0' ADMIN. BLDG. 16.9' 5.8' 5.8' 5.7' 15.7' 24.0' 24.0' 3.7% % 0% A 2.8' 3.0% PROP. (2) 14"x23" ERCP CLASS IV B 3.0% 0% PROP. (2) 14"x23" ERCP CLASS IV 2.6% 4.2% 2% C 2% S-02 VARIES C/L 1.0% VARIES D C/L 1.0% 4.0' SWALE BOTTOM MIN. 34.2' 12.2' MES 32.8' C/L 1.7% SLOPE 6.5' MES PROP. (2) 14"x23" ERCP CLASS IV MES C/L 0.5% PROP. (2) 14"x23" ERCP CLASS IV SLOPE MES 2% 30.0' ADMIN. BLDG % VARIES ( MAX.) 24.0' C/L 1.0% 66 25' SETBACK LINE 2%.5' ADMIN. BLDG ' 66...Providing Solutions E F G CONC. 50.0' POLE BARN CONC. 50.0' 93.0' TO 30.0' DRIVE AISLE C/L VARIES SETBACK LINE (SLOPE TO R.O.W.) SWALE 6" 2 4.0' ' MIN ' POLE BARN 93.0' TO ' 30.0' DRIVE AISLE C/L 18.0' PARKING SPACE VARIES (SLOPE TO R.O.W.) SETBACK LINE SWALE 6" ' MIN ' POLE BARN ' H I J

14 ...Providing Solutions

15 ...Providing Solutions

UTILITY NOTES GENERAL CONSTRUCTION NOTES PAVING AND GRADING NOTES: TREE PROTECTION NOTES

UTILITY NOTES GENERAL CONSTRUCTION NOTES PAVING AND GRADING NOTES: TREE PROTECTION NOTES GENERAL CONSTRUCTION NOTES PAVING AND GRADING NOTES: UTILITY NOTES PROPOSED LEGEND 66.50 66.50 GROUND SPOT ELEVATION GROUND SPOT ELEVATION (MATCH EXISTING GRADE) MATCH EXISTING GRADE MITERED END SECTION