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

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2 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 CONCRETE CONCRETE 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

TREE TABLE TOPOGRAPHIC SURVEY OF BENCMARK #2 BENCHMARK #1 NE 40TH AVENUE ROAD EXISTING TREE LEGEND SURVEYOR'S REPORT 1. The survey date is August 12, 20

3 TREE TABLE TOPOGRAPHIC SURVEY OF BENCMARK #2 BENCHMARK #1 NE 40TH AVENUE ROAD EXISTING TREE LEGEND 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

4 BENCMARK #2 BENCHMARK #1 NE 40TH AVENUE ROAD 37.1' 85.4' 48.4' 49.0' 86.0' 37.0' R40.0' R20.0' R20.0' R40.0' 29.2' F.F. EL.=.50 BLDG ADMIN. R36.0' R3.0' R1 39.1' 38.9' PROPOSED CONCRETE 87.2' PROPOSED SWALE 6" DEEP 4' WIDE AT INLET PROPOSED CONCRETE 99.2' PROPOSED RIP RAP CONCRETE FLUME CONCRETE WEIR (SEE DETAIL ON THIS SHEET) SKIMMER 42.7' PROPOSED POND TOP OF BANK = 65.5 BOTTOM = ' 37.5' 5'x5'x4" CONCRETE SLAB 66.0' 20.0' 9.2' 93.0' PROPOSED REGULAR PARKING SPACE 103.8' (PROPOSED LIME ROCK) 12.0' 12.0' 26.0' 24.9' 18.0' 9.0' R 93.0' R17.0' R R2 PROPOSED FIRE SUPPRESSION TANK WITH SIAMESE FDC CONNECTION 18.0' PROPERTY SITE INFO: DRAIN FIELD SEPTIC TANK 5'x5'x4" CONCRETE SLAB 30.0' 12.0' R AREA 47,7 S.F AC. PROPOSED IMPERVIOUS ADMIN BUILDING 1,917 SF AC. POLE BARN BUILDING 6,480 SF AC. LIME ROCK 13,223 SF AC. CONCRETE 777 SF AC. TOTAL 22,397 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 22,397 S.F. POND BOTTOM AREA 854 S.F. DESIGN HIGH WATER AREA 1,9 S.F. TOP OF BANK AREA 2,058 S.F. 4'x4'x4" CONCRETE SLAB FOR A/C UNIT GRAVITY SANITARY SEWER SERVICE PROPOSED FENCE LINE PROPOSED 5' WIDE CONCRETE SIDEWALK PROPOSED CONCRETE HANDICAP PARKING SPACE 5'x5'x4" CONCRETE SLAB 5'x5'x4" CONCRETE SLAB.0' STORAGE RANGER F.F. EL.=.50 50'x' BAY 20'x' BAY (OPEN) 13.7' W WATER WELL AREA 11,7 S.F AC. PROPOSED IMPERVIOUS CONCRETE 2,891 SF AC. VOLUME PROVIDED 1,930 S.F. 4'x3'x4" CONCRETE SLAB FOR A/C UNIT.0' 20.0' 20.0' PROPOSED LIME ROCK 40.0' 5'x5'x4" CONCRETE SLAB POTABLE WATER SERVICE

5 I H 20'x' BAY (OPEN) 20.0' 4.0' BOTTOM 3.3' 3.3' 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 (TYP. AT ALL MES) A RE-GRADE TOP OF DITCH DOUBLE SIDE DRAIN MITERED END SECTION INV.=M.E.G PER FDOT INDEX # LF OF 14"x23" ERCP 64 LF OF 14"x23" ERCP RE-GRADE TOE OF DITCH E DOUBLE SIDE DRAIN MITERED END SECTION INV.=M.E.G PER FDOT INDEX # '. 10.0' 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 () CONCRETE FLUME CONCRETE WEIR (SEE DETAIL ON THIS SHEET) SKIMMER APPROX. LIMITS OF FILL FLAT BERM PROPOSED POND TOP OF BANK = 65.5 BOTTOM = ' S LF OF 14"x23" ERCP.5 DRAIN FIELD.5 C F G MIN. 10.7' P-01 S F.F. EL.=.50 BLDG ADMIN ' CANTILEVER GATE PER FDOT INDEX S-03 P B ' CANTILEVER GATE PER FDOTINDEX 803 APPROX. LIMITS OF CUT 5' PROPERTY SITE INFO: AREA 47,7 S.F AC. PROPOSED IMPERVIOUS ADMIN BUILDING 1,917 SF AC. POLE BARN BUILDING 6,480 SF AC. LIME ROCK 13,223 SF AC. CONCRETE 777 SF AC. TOTAL 22,397 SF AC. DRAINAGE DATA: IMPERVIOUS AREA: APPROX. LIMITS OF FILL ROOT PRUNE AS NECESSARY 22,397 S.F APPROX. LIMITS OF FILL J STORAGE F.F. EL.=.50 50'x' BAY PARKING (10) 18'x9' REGULAR PARKING SPACES PROVIDED (1) 18'x12' HANDICAP PARKING SPACE PROVIDED SITE INFO: AREA 11,7 S.F AC. TREATMENT VOLUME (T.V.) = 1" x IMPERVIOUS AREA T.V. = 1,866 C.F. REQUIRED 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 1,086 LF OF TYPE A FENCE PER FDOT INDEX 801 (WOVEN WIRE FABRIC WITH TIMBER POSTS) RANGER. PROPOSED IMPERVIOUS CONCRETE 2,891 SF AC. 5' LIMITS. APPROX. LIMITS OF CUT

6 BENCMARK #2 BENCHMARK #1 NE 40TH AVENUE ROAD PROPOSED 400 SF DRAINAGE FIELD PROPOSED EL.=.5 F&I: 1" 45 BEND 239.2' F&I: 1" 45 BEND 15.2' BERM 10.0'.5 F.F. EL.=.50 BLDG ADMIN. PROPOSED INV.=65.90 WATER MAIN SHALL BE 48" MIN. DEPTH OF COVER WITHIN VEHICULAR AREA 10.0' MIN. F&I: 1" 45 BEND 48.7' F&I: FIRE SUPPRESSION TANK WITH SIAMESE FDC CONNECTION.5 F&I: 89 LF OF 4" PVC WATER MAIN 103.0' ROOT PRUNE 40.0' PROPOSED CLEAN OUT INV.=65.58 PROPOSED CLEAN OUTS INV.=65.82 PROPOSED CLEAN OUT INV.=66.60 F&I: 186 LF OF 4" PVC SANITARY PIPE AT 1.0% SLOPE 10.0' MIN. STORAGE SEE DETAIL "A-A" F&I: 117 LF OF 1" PVC WATER MAIN F.F. EL.=.50 50'x' BAY F&I: 1.5" 90 BEND 20'x' BAY (OPEN) F&I: 4"x2" TEE 2"x1.5" REDUCER 1.5" WATER MAIN VALVE F&I: 1" 90 BEND 1" END CAP PROPOSED CLEAN OUT INV.=66.84 RANGER W PROPOSED CLEAN OUT INV.=66.06 PROPOSED CLEAN OUT INV.=66.26 PROPOSED CLEAN OUT INV.=.28 PROPOSED INV.=.36 PROPOSED WATER WELL CONCRETE PADS EL.=.5 (SEE ELECTRICAL PLANS FOR POWER SUPPLY) NOTE: 1. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY FOR NEAREST ELECTRICAL CONNECTION. F&I: 1.5" 90 BEND F&I: 213 LF OF 1.5" PVC WATER MAIN F&I: 1.5" 90 BEND F&I: 1" 45 BEND 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' RANGER F&I: 1" TEMP. CAP

7 BENCMARK #2 BENCHMARK #1 NE 40TH AVENUE ROAD F.F. EL.=.50 BLDG ADMIN. LANDSCAPE LEGEND SYMBOL TYPE TOTAL MIN. HEIGHT SPACING TREE 4 8' AS SHOWN HEDGE 17 3' 20' O.C. SHRUB Aprox. 75 N/A 3' O.C..5.5 WM WM WM WM WM WM WM WM STORAGE RANGER F.F. EL.=.50 50'x' BAY 20'x' BAY (OPEN) WM WM WM WM WM WM WM W WM WM WM WM WM WM 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).

8 30.0' ADMIN. BLDG. 16.9' 5.8' 5.8' 5.7' 15.7' 3.7% % 0% A 2.8' 3.0% PROP. (2) 14"x23" ERCP B 3.0% 0% PROP. (2) 14"x23" ERCP 2.6% 4.2% 2% C 2% S-02 VARIES 1.0% VARIES D 1.0% 4.0' SWALE BOTTOM MIN. 34.2' 12.2' MES 32.8' 1.7% SLOPE 6.5' MES PROP. (2) 14"x23" ERCP MES 0.5% PROP. (2) 14"x23" ERCP SLOPE MES 2% 30.0' ADMIN. BLDG % VARIES ( MAX.) 1.0% 66 25' SETBACK LINE 2% 61.2' ADMIN. BLDG E F G ' POLE BARN 50.0' 93.0' TO ' DRIVE AISLE VARIES SETBACK LINE (SLOPE TO R.O.W.) SWALE 6" 2 4.0' ' MIN ' POLE BARN 93.0' TO '.0' DRIVE AISLE 18.0' PARKING SPACE VARIES (SLOPE TO R.O.W.) SETBACK LINE SWALE 6" ' MIN ' POLE BARN ' H I J

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

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