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a. <br />6 <br />a <br />0 <br />t <br />z <br />0 <br />N <br />0 <br />N <br />B <br />0 <br />U <br />MATCHLINE SHEET LS5 T I CALL BOX 1 ; <br />HS15 I I <br />I <br />' _ ---- G <br />I 1 <br />KE/ _ ._ _ _---- -------------- ' 1 o.oa ,: �� '---------------- ---------- ---�- --- p ° <br />6' WIDE ASPHALT WETLANDSLA UT <br />MILLINGS TRAIL- i SETBACK / CENTER IN DI ENSIONS <br />SEE SHEET HS2 FOR SQ. FT..� LINE MEDIAN DOUBLE SIDED FR M <br />MONUMENT SIGN CE • TERLINE OF <br />IWETLANDS LINE .�. COLUMN TO /._ - R. .W. LINES <br />/ _------------------------------------------------------------ <br />AA R100.00' -- 00 <br />- ----------- <br />----------_45pe'g , <br />- <br />-- <br />-� ---- <br />II I <br />Ii 55.00' <br />i <br />-''- <br />1 ios�CONTRACTI PONDsv <br />ssvNCENTER�AE OF TRAI- <br />I <br />Y <br />j LANDSIt APE ARCHITECT TO � '' 1 j G <br />1 <br />j REYrEW AND APPROVE LAYO \ /, - ,- HS15 HS15 1 P <br />PF31OR TO TRAIL INSTALLATIO �� IN <br />I <br />�I <br />I I PROPANE TANK - SINGLE SIDED MONUMENT I <br />SIGN - EACH SIDE OF ROAD I j <br />�� � RUN LINES TO �� �.- � ' I <br />2 �R50.00 BBC) GRILL AND ' <br />HS4 \ FIREPLACE <br />5 <br />' 6 <br />POND <br />I HS3 <br />/; ' I <br />I <br />R75.00' BB <br />R50.00' 28.68 \ / ' .' ; ' Z- <br />18K � � as <br />. ----------------------------------- <br />�%VI' <br />ASPHA <br />MILLINGS I TRAIL- 3 LL '------------------------------------------------------------------------- I------------------�--� I SEE SHEET ., <br />HS4 FOR SQ. FT. '14'\\ 61 ,�' <br />I I \ <br />695 SQ. FT. CLAY 109.60' ' \\ <br />BRICK PAVER PATIO <br />HH POND ; <br />720 SQ. FT. \� ; ' <br />' LAYOUT DIMENSIONS FROM <br />6' WIDE R �' <br />_"-CONCRETE TRAIL "\ <br />CENTERLINE OF OBJECT TO ! <br />I o <br />5' R.O.W. LINE (TYPICAL) ; I <br />I <br />HS4 2 POND <br />I I <br />I ' s HS4 <br />Cn' I <br />I I <br />W <br />_ �. <br />` 18.30' I I <br />y `� ';' 07.38' 2 I 30.00' I <br />W FENCE AT LIFT STATION - SEE <br />' H� ; � 55.68' � I I <br />Z I CML ENG. PLANS FOR DETAILS f - 32.18' S4 , 8.00' I 12.3 , j <br />' <br />J ' CONCRETE 9 i %1 .00' 5.0 I' FIELD VERIFY j <br />_ 14.3 WALL I I <br />V s ' SIDEWALK ; ' _w I= , 8.00 I I I <br />4.00' 7.50' 18.50' 5.00 , <br />39. 5' _ 12. i l5. 0' - 18. 0 i 00, i I <br />12.90 FIELD VERIFY <br />77.67' 75.67' � 6.33' FIELD VER ; 94.00' I <br />1 <br />, <br />/32. 18.00' ; 1 18" HT. RETAINING WALLS 6.00' 11 5.0�1 I----_ 48.00' 00 0I lip/ <br />/ I -- 18.50 , I <br />55.54' 44.00' �' CENTER I 12.00' 14.25' 00 0 <br />i 18';'DEPRESSED 4 I O 8:0 48.30 36.00 45 DEGREES - 52.00'I <br />4 5.00 2 , ; TERRACE ON 7. 00' �3 0' I I I I <br />T EX. TREE %POOL ISLAND � 30.0 10.00' 16.00 .� � ; `� 7.00' ; <br />® I <br />2 . % HS3 30' RADIUS AT HS3 1 ; �' 5.75' 61 I <br />HS14 CENTERLINE <br />120.48 I <br />4' i 361911 24.2 ' 4,00' <br />UEX. <br />i I <br />, I' I 1 <br />' ' EX. TREE ' 12" TREADS WITH 0 I 4.00 } <br />HS14 L.F.' HT UM I (3) 6" RISERS 15.00' ( 30.33' WALLS TO BE FINISHED WITH I ' <br />, 1 9.27' FIELD VERIFY , <br />LL j <br />PICKET FENCE WITH i L- I`- I ' 24.25' STUCCO TO MATCH BUILDING i I <br />3.671 j STUCCO COLOR AND TEXTURE ON <br />43.35' (3) 4' GATES WITH ACCESS I 8.67 5.00' I 00' ALL EXPOSED SIDES - <br />W CONTROL DEVICES I , 'I CAP TO BE DOUBLE BULLNOSE <br />T S V 107.25' i PRE -CAST CONCRETE "WHITE" WITH <br />G H 89' I 5 150.00°' 10.00' CENTERLINE OF 1/2^ OVERHANG EACH SIDE I I <br />62.17' <br />' O <br />/ a 1 j 1 I 1 FIELD <br />CLUBHOUSE I <br />• I VERIFY ' <br />HS7 S T HS7* AA I 5 90 DEGREES I <br />25.91, <br />I <br />F <br />'CATCH BASIN - t ? 1 ; <br />1 <br />CIVIL ENG. <br />PLANS 9,87' 1 2 �o <br />/ <br />PU+vGRCJNO MULCH I <br />12 T - CC 1 <br />I <br />LL V s LL 89' I I <br />00 T31.00' SEE INSET F 139.60' <br />82' 1 ; I <br />OR 6598 i , POINT OF ORIGIN OF POOL/BLDG. CENTERLINE <br />1,16 L.F. UHT. SOLID 17•g2' POOL DECK BAR S BAR uon 2 ; , , <br />' LAYOUT DIMENSION TRAIL G HS14 6 I CONTINUES AS CENTERLINE OF ROADWAY OP <br />7�'VC FENCE WITH (1) �,a 00 ... ° ' I <br />1 HS3 <br />4 SINGLE SWING T - , <br />GATE AND (1) 8' F ' <br />DOUBLE SWING HS7 I I <br />I <br />O <br />GATE 3 Z $\ I I ' ' i ' / I P <br />HS3 Q HS4 i i 1 i <br />' � I <br />/AA <br />P 6,128 SO. FT. <br />k = CONCRETE SIDEWALK 2 ° <br />AA HS4/' I I <br />1,253 SQ. FT. <br />CONCRETE <br />vil <br />SIDEWALK 2 2EI HS4 - HS4 HS4 CLUBHOUSE/POOL LAYOUT INSET <br />i CLUBHOUSE AND POOL ALIGNED TO SEE CIVIL ENGINEERING PLANS FOR ; I <br />.-�_ <br />CENTERLINE OF PARKING LOT ISLAND DUMPSTER ENCLOSURE DETAILS I <br />MATCHLINE SHEET HS7 <br />)ACOB ZIMMERMAN, RLA <br />Jacob A <br />REG. NO. FL LA 0001653 <br />SCALE: LANDSCAPE RCHITECT <br />1 II _ 40 ZI m merma n VANDSC•9PE <br />'. <br />O �QREW 2� <br />4v <br />NORTH Digitally signed by Jacob A P ? <br />I 1 Q LA_0*00_653 <br />20 40 80 160I Zimmerman <br />� m <br />DN: c=US, o=Unaffiliated, <br />ou=A01410D000001702693445A0*STATE <br />001358A, cn=Jacob A Zimmerman <br />Date: 2022.07.18 09:30:51-04'00' FLOR I ' <br />0 <br />i <br />w <br />0 <br />o� <br />0 'a <br />J C <br />C1 �00C <br />300 <br />a N�m0 <br />N <br />� a <br />z c) E3 <br />Q Z <br />w � N <br />g N d <br />f n o J <br />ao <br />5 N <br />o� <br />M <br />N � <br />N <br />t.b. <br />w <br />Q o <br />Q <br />ccQ� <br />H <br />z <br />zCL <br />=' <br />0 <br />ui <br />N <br />M <br />Q <br />Kno wh t'sbelow. <br />all �efore you dig. <br />REVISIONS: <br />1. 3/12/21 <br />CITY REVIEW COMMENTS <br />2. 4/19/21 <br />CITY REVIEW COMMENTS <br />3. 8/2/21 <br />HARDSCAPE <br />PLANS ADDED <br />4. 7/17/22 <br />TREE MITIGATION/ GRADING <br />AT CLUBHOUSE <br />DRAWN By: ]AZ <br />DATE: 1116120 <br />20009 <br />HARDSCAPE <br />PLAN <br />fiS5 <br />