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a <br />A <br />d <br />0 <br />N <br />0 <br />N <br />0 <br />V <br />L_:! �: <br />�_ <br />SHEET KEY <br />1 <br />HS4 <br />YOUT <br />N OF <br />JOINTS <br />TO <br />ALK <br />N <br />WIDTH <br />CONTROL JOINTS IN CURVILINEAR SIDEWALK <br />N.T.S. <br />WETLANDS <br />SETBACK <br />LINE <br />WETLANDS LINE <br />� 85 SQ. FT. CLAY <br />BRICK PAVER 998 SQ. FT. OF TRAIL INSIDE <br />OVERLOOK PAD WETLANDS SETBACK <br />HS3 <br />/ — --- 70.84' \ <br />LAKE <br />LIGHT GRAY EPDXY JOINT SEALER FOR NATURAL CONCRETE <br />PRE -SCORED REMOVABLE STRIP TO <br />ROVIDE JOINT SEALING RESERVOIR <br />4" — x x 6x6-10/10 W.W.F. WIRE MESH OR <br />° POLYPROPYLENE (FIBERMESH) <br />IF SPECIFIED <br />112' POLYETHYLENE EXPANSION JOINT FILLER. <br />(FILLER MATERIAL TO BE FLEXIBLE, NON -STAINING, <br />CONCRETE WALK / SLAB (TYP.) UV STABLE, COMPRESSIBLE FOAM WITH PRE - <br />SCORED REMOVABLE STRIP TO PROVIDE UNIFORM <br />95% COMPACTED SUBGRADE SEALING RESERVOIR IN THE JOINT) <br />EXPANSION JOINT <br />EXPANSION JOINT SPACING SHALL BE AT 30' O.0 UNLESS OTHERWISE STATED ON THE PLANS OR DETAILS. <br />DECORATIVE SAWCUT JOINTS (DUMMY JOINTS) TO BE 1/8" DEPTH <br />(CONTROL JOINTS NOT SPECIFICALLY CALLED OUT ON PLANS AS <br />DUMMY JOINTS OR DECORATIVE JOINTS TO BE CUT TO <br />1/4 DEPTH OF CONCRETE SLAB <br />JOINT DEPTH SHALL BE 1/4 THE <br />THICKNESS OF THE CONCRETE SLAB SAWCUT CONTROL JOINT <br />INSTALLED WITH A WET CUT SAW <br />2 TO 8 HOURS AFTER CONCRETE POUR <br />a <br />4" — x X 6x6-10/10 W.W.F. WIRE MESH OR <br />° POLYPROPYLENE (FIBERMESH) <br />IF SPECIFIED <br />95% COMPACTED SUBGRADE CONCRETE WALK (TYP.) <br />CONTROL JOINT <br />CONTROL JOINTS SPACED EQUAL TO THE WIDTH OF THE SIDEWALK <br />2 <br />LS4 <br />CONCRETE SIDEWALK JOINTS <br />N.T.S. <br />342 SQ. FT. OF TRAIL INSIDE <br />WETLANDS SETBACK <br />I / <br />I 1 <br />1 <br />I <br />/ • / 59.82' / <br />R100.00' /•/ / <br />I � <br />I <br />/ A <br />--------------------------------------- -------�-/-_---- <br />/ <br />78.75�•/ <br />R100.00� / <br />6' WIDE ASPHALT / <br />MILLINGS TRAIL <br />51 <br />j I <br />� I <br />1 <br />I � I <br />I ; I <br />� I <br />CONTRACTOR SHALL FLAG ! 77.22' I <br />CENTERLINE OF TRAIL - j <br />LANDSCAPE ARCHITECT TO , I <br />REVIEW AND APPROVE LAYOUT I I <br />PRIOR TO TRAIL INSTALLATION I I <br />I ; I <br />1 <br />/ R50.00' / <br />/ / <br />/ <br />ool <br />CONTRACTOR SHALL FLAG /// <br />5 // ___________` CENTERLINE OF TRAIL - 6 W D MILLINGS TRAIL / 1-1E ASPHALT/ ; .1/ e <br />1040 SQ. FT. ` LANDSCAPE ARCHITECT TO / <br />6' WIDE ASPHALT HS3 // R100.00' REVIEW AND APPROVE LAYOUT <br />R50.00 <br />MILLINGS TRAIL // 85.4 ' � •� PRIOR TO TRAIL INSTALLATION <br />R30.00' BB Ile, <br />/ <br />285.85' / , <br />_ / :' <br />AA <br />RETAINING WALL- N,\------------------------------- ' / <br />SEE CIVIL PLANS 12,745 SQ. FT. / <br />TRACTOR SHALL FLAG \ �\ HS3 BB <br />127.58' R200.00 6' WIDE ASPHALT �\ 212.71 5 <br />X RLINE OF TRAIL - POND MILLINGS TRAIL \\ // POND <br />HSX PE ARCHITECT TO \ / \.01 <br />D APPROVE LAYOUT / <br />IL INSTALLATION R200.00' 1 BB \/ �%x / <br />\ loe <br />MATCHLINE SHEET HS6 MATCHLINE SHEET HS7 <br />SCALE: <br />ill _ 401 <br />1 / <br />1 / <br />1 / <br />� I / <br />/ R100.00' <br />WETLANDS <br />SETBACK <br />LINE <br />�-- WETLANDS LINE <br />1126 SQ. FT. OF TRAIL INSIDE <br />WETLANDS SETBACK <br />[as mI p <br />J a c o B_` A <br />S <br />Zim rman <br />NORTH Digitally si�dby b A <br />Q 20' 40' 80, 160' Zimmer <br />DN: c=U d=TJnaffiliated,�' <br />ou— 10D000001702693445AO <br />A, cn=Jacob A Zimmerman <br />: 2022.07.18 09:30:29-04'00' <br />0in <br />� <br />a <br />/ <br />/ <br />�j <br />JACOB ZIMMERMAN, RLA <br />REG. NO. FL LA 0001653 <br />LANDSCAPE RCHITECT <br />y�,NDSC44p <br />F <br />O �OV EW Zf 9 n <br />P � s <br />LA0001653 <br />u <br />d STATE y <br />* OF <br />FL0 1 ID <br />E <br />0 <br />r V <br />MU. W <br />� J C <br />G O N <br />M <br />dog <br />y O <br />L W N <br />a�_j <br />L: <br />a E <br />Q 30 <br />we <br />N83 <br />aCO <br />'N !� <br />810 <br />C#) <br />N ti <br />N <br />ti <br />w <br />oil= <br />Q <br />A <br />4 <br />^� <br />A <br />pcQCi <br />� <br />w <br />z0 <br />0 <br />�z <br />M <br />0. <br />F+� <br />Q <br />Keoiall teobrelOW.you di . <br />9 <br />REVISIONS: <br />1. 3/1I2/21 <br />CITY REVIEW COMMENTS <br />2. 4/19/21 <br />CITY REVIEW COMMENTS <br />3. 8/2/2 1 <br />HARDSCAPE <br />PLANS ADDED <br />4. 7/17/22 <br />TREE MITIGATION/ GRADING <br />AT CLUBHOUSE <br />DRAWN BY: JAZ <br />DATE: 11/6/2o <br />20009 <br />HARDSCAPE <br />PLAN <br />HS4 <br />