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HomeMy WebLinkAboutRESERVE GOLF & TENNIS CLUB\ ti` \ \ -7 F Pt- I-Va^" s P^ O To Re"A.'N W g 7 1 to _ 1 i 1 CaE.NOTES E`#LkSTiN(k DENOTE S PROPOse-c> NL7Te p 1G74 �ARKtNCa SQ�.G�S PROVIS�Ei� FOR di�C.>L.'F' C-oPCTS -r-A.P Ex1s-ri -46% ,�,..�.z�.� sFa� �c.E �.�, ► �r�..�. Re . wATER SeR`Jic-s N O T E= B AS { N Rj G.p N T R O L Z 3 .0 — -- ---- t--� 1 ►.� . R OAL7 MINI, T- 1 N\SH PRoPOSe-o F I wcS A `= L. ocoR r'-LLVA:ttaN - 31'so The purpose of this adjustment is to add a 5,000 square foot pro shop to an existing 2,254 square foot cart barn to the Reserve Golf and Tennis Club. The total square footage for this project is 11,747. This adjustment supercedes the adjustment approved on December 21, 1996. SITE PLAN MINOR REVISION (S) APPROVED DATE: , 5 SPTRC REP. 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I , I ; , _ - ,­��11, , - _ - -;�" , � — . I � - 1. I _;� _,�-?, _W�, ,�` Q� ', ,". � & � I � 4 _M I �, W� � , - r", S Op �'�*, ` , I �:, I I 1W - �­_ �� ­11- ., I 1� 7 � Ilk " � 'Ill-le— �,��,,,�_,111 - 11 � I , - , " - , �� - , , I , L -i - - '­� -� .,I;--" - � - -M - I "?r-, �., 1 117 � , 1�1 11 - �1�1* , *%* in `��P ­�� - , 11" I I- _ .7 ­,�'­ 4`,'.'-t, 7, " � �' 5 : _'!71% ­',�,� ­ �,­ ��,..4� ­,��, EP. - wwomm—spo I t;. I ­ I I I � �T��_-,`�,_­� ­: I- 1, SPTRCR r.rr , I , -1 - I I - - I I � I _,�� . . . . . F�1, � I - ;��,pok�o� � ­1 L I ­. O.". ­ . -1, 1, �A, " "; � I .1� : ,_ - 11 � , . ­ � .1 . . �_ I P; I ­ 1. �2��, ... " �, _&W - OPRAWN . ge. Y10_10:�1A:�_1*,0,1_1'q*, . - i - - � I __ � ,6?. //. OATS 4:6 - 17 - vi� SCALE, ,X 'e'. - . 4?a .1 JOB NO. � . SHEET - I ­�`�"_;',-, �­Iv I I I __n_ _,i:914*70 __ I ­ / / OF --ib-TS `=:, ,,, 7.1- 7 � - I �� I I _11'. � 1 6..;;; . ,,­ I ­­_�'. F ".. ­_ _­­ -1: � - . - � _' Ir 1117r, - - - - :7 � � � _7 � I I - 'L , � ' L - _' I ; - I I I -1 I . r � I - � I z � - . . - I , ,,, 4�`,, " I ". 11 . ­ I � I I I � , , � - . -, I—, ' " I 1� ­ -1 ­ 1 ,. 11 'I, "I I I . I - - -- -�,I,., , _ �� 'e.t;? , / � , m , � f4 � ,,� �', , I 1�9 , , , �, ,_,,,,,, _­ ,� '45 _� I I �,�, ,�.4 i � "�� - �', I k'� i*44, , �q : , , - el,�K"`119' _? , - Z, i " , �A 4, , , , ;�, , i ,� - *� , i - , - - ,,, t" � V,t, ,�7, 1 -, � ,:l � -, - ;�� � - — — - rLL, � � , I .... . � ­� -.�,­ , ,-� , �7,::7`,,P'_ _ � r _ W'Www . .� �_ ,w 0 "t L " , � ,�' � - I I , ­' , , I - " . I I L izoor- Nli Axisrn PRELIMINARY NOT FOR CONSTRUCTION SITE PUN MINOR REVISION M APPROVED DATE: 7-1 7- Ye, SPTRC REP. C� r PPTIO Dlift::N ro �'ft The purpose of this adjustment is to indicate the as -built location of structures in the Reserve Golf and Tennis Club, the addition of 1,115 square feet of space to an existing 6,542 square foot clubhouse, and the addition of a 1,344 square foot tennis shop. The total square x footage for the project is 9,00. �• M O W Z C4�,CQ z 0N�Q W �rnw L —QQ m U Q=U J LL. J _ DW a U W om (, � mom LJ w z ~ >> C�o z U �� W z ow F Qcvz LLJ = px0 Q Zm� U wLLJ m SOW 0 V a LL. m C3 J H Z t!� Z 00 V) W W 160 O H ct H p GC M a Q J LA. o LA. Z J J W O W W 0a W GC tlf CC Z Z W � • O N? O F-- H W CJ to H O H p W O fY p = O O a H ON a RLEVISIONS: 0711�t(o Su�M�� Fart 5 M RAN 9 'EVi r,w 'a JUL,1 51996 �Q COPYRIGHT: THIS DRAWING & THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT & BRENNER, P.A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT & BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE : COMM. NO. DRAWN BY7 CHECKED BY: i w l w ERVE ♦♦ O SCE C NTH... I i i ' ♦♦ +.: - . = it:.�_os mavc-c _ _,f�£, f�1►�311T�1'�SE—�E�EfiV���-------- � �w f /HA\NKS VIEW �♦ 6 {{ VILLAGE '2) / / ♦/�j �'' �` {_�„' _ _,� f9 ,s aR (r1� _ 0 �t �j'_ �E•a1R\YA \ w ,♦ VV 12'\ f)�, kDl► 1/ L t i �( Co �Pt�DftiQS _ _ w �.. �♦ \ / vJ R_s€>3v� ��( ,o/ . ° , \GUARD H415 ��}t.}r+fp� CRE€K' ♦ , .. + , r.. ., j / D.. 15 A 2 / �� � ,��� � - -` '�'� � , .--� kid ,• Q I law . on 0. P� SABAI- CREEK �, A PLACE �- ♦ \ PHASE 11 1 ENCLAVE117 I w I % S wee � PPS y, . •.�•,i 1,�' T � LIJ P.U.D. I! #, w was / %� ✓ / ---�, _ '`'\�' \�(� l'cc Lu ESERV�``P��1NTATf�y 9` ✓','/ ,� ` ' \ \ 'y'' �� �. /-� 1��� �\ \fir • /1 �� � ' f •`SASAL CREEK Y i ei L\A'TTED AREA 1 - BAL CREEK - ' , GU\' D}, Sc �� ,-'N.�n•t ��' as PHASE 4 `,,. 1-95 �.. �..,,� INTERCHANGE �. t /400 ♦ k, I , i The purpose of this adjustment is to indicate the as -built location of Reserve Golf and Tennis Club, the addition of 1,115 square feet of space tc square foot clubhouse, and the addition of a 1,344 square foot tennis shop. footage for the project is 9,001. PRELIMINARU NOT FOR CONSTRUCTION SITE PLAN MINOR REVISION (S) APPROVED DATE: _ 7— SPTRC REP. — r �GTaN MAP �' t�vvlr�G-� �s�a �f� 1�iP',�►��t,�"t� t�M 11 p Imo" oT��R�, • Q d. M d' W � Z Z o�Q W wMw 0� U J LJ w LU M J w D W - " U- 0 ram J (D Z) W W Lr) ^r1-1 V) > > c U ce a� � Z Q Z 00 L 1 W U OC LLJ 0 _ px U zm Z W m �oW r—L �- REVISIONS: 07. ! 1,114 603MI"I"1' r-or- slit mAk UV pR � , ARTY DEVELOPMENT structures in the an existing 6,542 The total square COPYRIGHT: ,© o ✓ 0 THIS DRAWING t THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT i BREMNER, P.A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT i BREMNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE : COMM. NO.: �7� I I • � � �f �l� DRAWN BY: CHECKED BY: 6He6T I OF-40 . JI Y rs YaF ' e u w• ti. .9w " r i� 33 u�3'- ,.. a eY- r l a v t i 4 , 6 /0" ,-50' BUFFER AREA i \ \� AT \. THI RESERV- 13 `--- ___ PARCEL 6 5 2', PARCEL 7 6.3 AC. 14 9.88 AC.\, , ,, ►�'S 40 UNITS .6 IS 73 UNITS NITS' .1 6.4 U/A 6 5.6 U /A �� 1 _ J IOU ' Pp- -- -- --- - -- ?�\• 61 59 / 63 64 4 PAR I 65 V0.68 1 7 -r� A C . 6 7 � - 68 �S 2 O S ti f 1 69 54 48 72 46 �� i 70 30 1° � ,ems 9 7343 10 T ' a - 4 4 Q 2 75 43 , O 3 PARCEL 9 r_76 y 42 ' 77 le 13 14 PARCEL 4/ r 16 `. �" .../ 19. UNITS Is 7 72.3 U /A ' ♦ \\ i�,/"6 1.4 A ROAD :� /14 OV 1 40 r �� �' PAR ,10 C \ 10 / O 38 39 ` PA R C L 2 17 ° i t ��' • / /r 13 9. 17 UC. NITS '. i t1 36V7 2'9 - - - -- - /�� s \ ``-+V•� 18. AC 1 12 _ 114 UNITS 9 1 +` jIf !6 UNITS 6.1 U/A ; 0 j 634 13 / 3 3 -- ' PARCEL 12 78AC 12 UNITS 0 65 U/A \'32 / ' O GOLF N Is m. d. GUARD 1 � � \.\ 16 - - J - - --- `� �• \.I � 1 0 MAINTENANCE a HOUSE 30 •-' O I 1° 29 , �J �1 - 2 4 9 I PAR 4 ( '• 1 1 �� t i V 19 28 if a 3 ••� 2320 27 26/ A� 22 l (� 22 23 ( t8 UNITS ! 6 P RCEL� 5 10.�4A �--�' \ / 7 25 UNITS 19 1 23 14 22 21 I 25 24 20 \17 P4RCEL 13 6 AC 5 UNITS 6 U/A PARCEL II ' 4.3 AC 26 UNITC DATA SYMBOL LAND ACRES '�'. USED , ROAD' 29.8 6 8 D--- � R.0.W BUFFERS 1.24 i G.A. TRACTS 2.8 LAKES 8 � WETLAND 80<5�__� 8.4 � � � GOLF t_ 15 3. 4 3 4.9z clua 14.4 3.3 0.4 SINGLE 71.71�\ 16.4 J I FAMILY MULTI ----__ 19 �r ,�� \,t`°` `�': '\�\ \� FAMILY L� \ 18 PRELIMINARII - - AREA T O BE 7 ,*� `a .i \ `1 \;, \ _ _ _ - NOT FOR CONSTRUCTION DEEDED T 0 0.7 0.1 \- SITE PLAN __ GOLF COURSE • � � --• � ��. '''�,�°�'� `\,,�. �, .�� ��;*.�� ..,�•�.,y . _ _ _ - - 6 l o �� `' `;��`� �*4 ''��'t�''�` MINOR REVISION �) APPROVED !S �-�./ OAT 7-TOTALS TOTALS 439.2 100.0 G A. 4 I 4 , ` 1� ~ .y\ h\` , 3 'y 4t� 4 wg • •-.•�_ 3 GA - DENOTES GREEN AREA TRACTS •, ,` y .*,y ; ,: .k. SPTRC REPS TOTAL F ' PAC L ---------.___.� -- S 26 i_9 �' E RESIDENTIAL UNITS 695 F \ / 31 UNITS ` '"56 UNITS ROSS DENSITY t.8 9 ,G.A.3 27 , ti J.• 16.3 AC 23 4 bC. �" The purpose of this ad'utmC.e 2.5 AC. ROAD 2 `� z\ \*; \`\.`�` n \,\ ) t is to in - 71 � , ;�, � �., ,,� cate the as built location of structures in the 2 ° / 1 25 AUNITS `,�` ':` .� ' Reserve Golf and Tennis Club, the addition of 1,115 square feet of space to an estin 6 542 g� 29 '. . \`�� �\ ,{ square foot clubhouse, andthe addition of a 1344 square foot tennis shop. The total square 1` '� °�' �,'" footage for the project is 9001. 5 q 30 \,'.. - G.A. 1 COUNTRY CLUB DRIVE*\ `' `\ _ F; O 31 80 R.0 W. ' ' Al is • =; . .. - 4i r w , r- ", _._-:. .-. -- ,...., ;--in i - •s , Li G ENTRY FEATURE b SIGN E' ,r+•• • _ �� _ ` LE. I� Z� " PIZAW INU BEd DN NrOKMA i 7 N MeN IP5t> B'1 OrT91F_R,6, M O O W O Z � Q Z o NNQ cr W LLJM� - �C LL. O U Q U Q UCO �w� ;- 0 W co VJ Ine W W Z �> > O Z U Ie ai, ZI; Q W FBN� Z�W Z uJ = Q N Q px0 U Z oo cL ce LLJ `■ J Eu I\OEd 00 `D W cITT A A O es Zj FTl C� REVISIONS: 0111•0140 SU�A�triY Fo►t ,e7ITe MAN ERE•VIQN I 1� 4: J r r 00 00 COPYRIGHT: 0 0 THIS DRAWING 0 0 i THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT i BRENNER, P.A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT i BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE ; COMM. NO.: 0% 11•°tG °t(.�f°iGS� DRAWN BY: CHECKED BY: +HF,E;r ;2 op- rA J tr A1K-C6+4P1T0NE > SPA 70$ 6.F, To �A•1. Gir2o A KEG 1,'544 6,1 M INNONQw-al III The purpose of this adjustment is to indicate the as -built location of structures in the Reserve Golf and Tennis Club, the addition of 1,115 square feet of space to an existing 6,542 square foot clubhouse, and the addition of a 1,344 square foot tennis shop. The total square footage for the project is 9,001. ill 4, rLI. �I�aTt f �irL+9 t� U UI N F,-�, eVb-,- ION 3leN o i`- c7" F, \ ,� / Y Y LE;-? JCTIC" N DN (S) D 7—%6 r.— Q �• M O O W � Z C-4Q0Q Z o�Q W wcY'w � ~QQ m :D r)U p� V LL, _ Q=U L) J WU _ �w 7-o Upm�� V� onp� LLJw� z ~ >>O z U E2 �� W Z °° w U QcNZ LLJ = px0 Q ZmCLce U WLLJ m SOW � m J C.) H z 00 W W 040 i- >0 Im H et M � 0 •• Q J 9C GO LL O LL O LL J J CO LW C6 C3 H = cAJ CC Z V) WLLJ = • V N Z �G W O )-- I— 1LLJ C = = O O a% CL REVISIONS: -1 z \"Awo\'V 07 11.'1& 5uP3M rip Fors srm ?LAN Mvlav L�� JUL 1 51996 f Cot Y C V t f 4 COPYRIGHT: 0 THIS DRAWING i THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT & BRENNER, P.A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT & BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO.: DRAWN BY: CHECKED BY: :7�-L a/D 11 rA y Ti z��>F ��. I F, " TOT -L 'PRELIMINARY ' NOT FOR CONSTRUZTION SRE PLAN MINOR REVISIOIy (S) APPROVED DATE: JL..t SPTRC REP. 0 The purpose of this adjutment is to indicate the as -built location of structures in the Reserve Golf and Tennis Club, the addition of 1,115 square feet of space to an existing 6,542 square foot clubhouse, and the addition of a 1,344 square foot tennis shop. The total square footage for the project is 9,001. i Q: zCo 8 NN< W cry oG Q LLJ U .J 62 U_ LLJ > Uc'e U < Zw Q C� 0° 4 maw c� � �� z >^,a?Q L.L Q LRLJ Z�w < N Z Xc O Q mCL m rN11�w � r- CL: �-- LA. M M V LA. CC 2C V tip Ch M 0 Z ` � 4 V) w Lid e� 0 ~ H H M .. LY. a0C > CIO Li.. 0 L6 = ..J . J w 0 V w M � V >— .�.1 W � •. h- oc C.i w Q O~iiC �1 Z 0 0 REVISIONS: 7/z 07,11 ,9114o tit" 11 FMIca4l PLJkW KOV I aW - J1.L 1 519% 0^ 0 COPYRIGHT: 0 !i TNIR DRAVINS i TNE' DESIGNS SNOIN TNEREON ARE THE PROPERTY 4f ARCHITECTS SCNLITT l W M E1, P.A. THE REPWMKTION, ta1TiNG, OR OTNER WE Of TNIS DRAVING HITNOIIT THE 'CONSENT Of ARCNITECTS SCNLLTT i RRENNER, P.A. Ii PRONIRITED AND ANY INFRINUNENT VILL RE W6 ECT TO LEGAL ACTION. DATL CO DRAWN BY: CHECKED BY: CAD is,. _. ... .�..... ." .. • ,: � . r , MR -ol -a0.0 8F tr r a i �y tl N¢ 4 .P Y+ } i w i el S fi x "E x ♦♦ E SERVE O C E C N?'E i Wf �- / / / ♦ ,+ '04.VEnCE CEwTnE ♦.pK wr� .r ` --- - - " w ( w ♦* w: • 1E.,E IvO_S OMVE_�_� (,ir.JF. r�E /3CR�ERV�-( •—`••._—• ♦ 8 ! VILLAGE 712 1 i F } EAVRWAYT', r� ? .. '/ / �� • 9�` ��� M ►R f/ "� ! L � p`riDltlCiS `^--- i i w ` '� A£5EFVE ��1 GUARD S_ TCF Z LO i low SAIBAL \CREEk �- \ -� �--.� \ 1 CALLAWAY c!>r 11 SE �' ✓ PLACE /"" i (i_,♦ \ `. ` \ f { ` YR'� ( ' wsE ;` ENCLAVE00 ti�P �,- " �; y��'� •' i P.U.D. II k ♦ W if > ^�'i,/ �/ ! ,/ •..:i.. �,r '.R.•. • r I "/ �(P `\SASAL "CREEK, / \1 RASE' L�A'TTED AREA 'SABAL CREEK.\ �.C-T 1iiJE A GU\ 0N 1-95 /' e•, :: -. a -,y r.. INTERCHANGE P.U.D. III _ ., Z' f , • The purpose of this adjustment is to replace an existing 2,254 square foe 11,982 square foot pro shop/office with cart barn to the Reserve Golf and total square footage for the project is 18,729. PRELIMINARY ©� NOT FOR CONSTRUCTION d O 1 Lork� loW MAP * P9&W IN61 NN,65D aN WFoRMA-. rI ON PKOVI pe � 4THtC�. • M d' W o Z N�< Z C*s4 C14 Q W �Mw m DU LLJ - 0-J E Q . U U .W WU%'0 Q � < O Lw U OmN tJ� m p W W ~ >>o z U ai� W ZLLr)W Cie Q c-I Z _ px0 Q Z m CL Ce LLJ W m � �Ow � REVISIONS: 07, iI,14o 6LJ5MI11 � r- st-M MA"ew i i�r"Eo co m-r o -rko t cart barn with an Tennis Club. The 41L COPYRIGHT: 0 � THIS DRAWING i THE DESIGNS SHOWN THEREON ARE THE PROPERTY Of ARCHITECTS SCHLITT i BREMNER. P.A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT i BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATE: COMM. NO.: 107 11.q(0q&.3p/11441 DRAWN BY: CHECKED BY: H aP 4 � �I `I` �'• I � p.P. Me, fi• •� " � GRM ° e a{`,�r ,'P yy : � j t>rq ..-.3. ♦ ^:s.6 ., at�`;rlJyTi MAY. •t H` a `' fi •� { , c, r 1 � i•�'. 4i ..: ••^, 5 .e � ,.�'• t` t.. f .. � - {Y - f -• •Y ,;f�}:!-+r #-;.:F�^iM��F'� $ ,. ,f,•..,.� I I GATE cr000 f1110 12 t 18 PARCEL 7 •R �; ,� .• •oo PARCEL 6 . 6.3 AC. 14 ' 9.88 AC. . �* �.. / �%♦ , 40 UNITS 16 15 9 73 UNITS 6.4 U/A '.� a 5.6 U/A Off% PD 1 \ so I f"11 e Z ` • I PO 61 ----- -- - - -- --- - - _ - - 59 63 - `A 5 P 64 O /" �•� • PARcS --. 67 70 19 P , 71 47 48 1 / � �\ 4 73 Cli 17 L``�• ' ?4 44 Q� �4 2 171 • ` - c, 43 -T 6 V 42 i - J rn 78 79 . v S m 14 PARCEL 4 \ 8.3 AC. 5 , I 19. UNITS 1 1, 2.3 U/A 12 1. A ROAD w _- 2 \ 8 41 ( I J 1 1 �� i0 O sB 39• , f PARC L 2 17 a II f `• a .• I I 3 6(i./ 7 2-9 8. H C 3.8 A C . i 12 I UNITS 114 UNITS 9 10 16 � 3 6.1 U/A �'• 32 ' m GUARD HOUS L \ 17 30 2 24 29 1 23 ' \ 19 4 28 , I 3 \ 20 27 26/ (j 22 21 21 2 -A , n \ 22 x ` 49AC 23 �• 18 UNIT$ ) ( / 8 Z0 �I P RCEL 5 24 25 10. �4 A-C- 6 7 25 UNITS ,9 I, rl a 1 ww 50' BUFFER AREA 10 (...PARCEL 9 2 ^\ _ /�' • PARCEL 12 I a_ UNI T.S__ ----� 7 8 AC 12 UNITS I-1 ` 10.6 AC 0 65 U/A 12 17 Is / Is i7 / •\ 000, 14 •� ��� �'• PAR 10 4 13 9.7 C. \ • 17 UNITS 12 0.6 U /A s . 6 , F GOLF \�I 10 e MAINTENANCE 9 I PAR 4 S I ; i r PAR 5 l , PARCEL II 4.3 AC. 26 UNITS - 6.o u/A SYMBOL DATA momm LAND USED ROAD' R.O. W BUFFERS 124 2.8 G.A. TRACTS LAKES 8 8 0. 5 i8.4 WETLAND v 153.4 34.9� y CLUB 14.4 3.3 ?; o - - --1 &A °oo I MAINT 1.9 0.4 Opp / �r �' B SINGLE -___� __ ' --� � -�• .d 13 14 I s 'b ° 1---___l._ .. FAMILY 7 I.71 16.4 L� / 22 21 23 24 •....• N y _ - n '•- 20 0 2s .• __ �' 4 � y �' MULTI -� coo _ ro _ - FAMILY 74. 4U 18. 9L, 19 18 -1 COD 17 1e ' ` 9 B. �'�� _ � AREA TO BE 0 o o DEEDED TO 0.7 0.1 / 12 �: • • T '� _.- .--- - f �. _ - GOLF COURSE / - � ( COQ 14 10 CD N n TOTALS 439.2 100.0 15 •. �� f . CD 6 .• G.A. , s 4 ;� n o cz GA - DENOTES GREEN AREA TRACTS �Q ~�.. 3 in -�- '� '"' CD TOTAL RESIDENTIAL UNITS -- 695 F � 6 PAPCE L I a° _ s, , ° GROSS DENSITY 1.6 31 UNITS ••� 56 UNITS 1 ` " SITE PLAN 'Q 27 I6.3 AC 23:A AC. I - A 2 ;'= MINOR REVISION (S) 2.5•AC. ROAD Z - �._° �. / 7.1 AC. 25 UNITS n � APPROVED Y�� �. � a 9 29 n 30 _ G.A. 1 COUNTRY CLUB DRIVE- _ w DATE: `Q 31 •80' R.O. W. `° SPTRC REP. \ GA.2 P ELIM ARY N - MAC VE• LAN L�) USE, FLAN O OR CpNSTRV k19 ENTRY FEATURE B SIGN y' A.t: 14afi h M j ! i r pI2A�N I1dC� r,*6Eta ON WOKIVIA'fl t7 N P'KM IDEI7 ISY 0119 MM f #�'y°rd�"ss 6:;, # 'psi`? •�,� '' -, + •;'$yk• .d '$r -ss�tp' 4 F.At kY iq•p. `7- 'YH.Kry'a F •f •tip. �',. , _ % a _° s VS, 4, - x.�i. -:.: •, - ,^ :..;a,. .- .. ... ;', ..w p,. ..1 ,,A'4... R•i...-.: 1y$' •, '1,.-L. .., - sa...-.- ._. -. [. .....5 : 9 1B t7 ` • M CD O W Z m� 0 Q z � NQ W wMw m V 0� un W W = u- I� Q=V U J W v `a -� Dm <C t\ 0 !U �- I, m 0 C14 �.o � F_ WWII Z F� U_ >]p � z � IW ZLr)W O�Q U QNZ = ox0 Q U,... C W Wm L� W M A A H zw�Ao M,•y v 1I [� W o� h�l W Q Eno a, REVISIONS: 017. I1•01v 6L.1omrtrw F �r?t MAN REVIQ�v II%i(o'bi» -rmo ©o o� COPYRIGHT: 0 0 THIS DRAWING i THE DESIGNS SHOWN THEREON ARE THE PROPERTT OF ARCHITECTS SCNLITT i BRENNER, P.A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCNLITT i BRENNER, P.A. IS PROBIBITED AND ANY INFRINGENENT WILL BE SUBJECT TO LEGAL ACTION. DATE : COMM. NO.: 407.11.01& oww/jo DRAWN BY: CHECKED BY: x ♦, �n 4. - " M1 , , L LAW VNI p�.. +14 .9 � x� p� Q,�s'irx Syr , Ym*r 71 fit¢ * 9 4Yt. 4+ F ►s r , - e+ t- w :a ,:.. a..,.,, ? � .. .fir" '�*g;'K s '♦4 "�+ �,y� Y >, ��' r r � •M?t� k ,. „ �\ r xg • ' Rz ,., 15M 0CI16* TNG • � � To �L' �Mv✓t�t� � — Opp Allac a PST1 NG ke E4Yc>KA4T IL.4`ria SITE rLAN N!NOR REVISION (S) -APPROVED DATE: lA ' I— - SPTRC REP. RELIMiNARY Ine t%rkja �T p,�,rrµ ` NOT FO ONSTRUCTION gc16*VNa I GAT r�.kx.lN6 � -::.►1�IE; W p' I1> I+: C.C�;KEi G�JZT A1C! V �, 1. r- _ '�- -- The purpose of this adjustment is to replace an existing 2,254 square 00000or Il 11,982 square foot pro shop/office with cart barn to the Reserve Golf « total square footage for the project is 18,729. t SITIC DEs1wN IOWI CLUD11 i E AREA M LE(;AL ATTACMD, TO A `LICA; , P Ro 7 w Ev WC!#a t 1 . MVmw T0"R IItUILD11 Ate: GOLD` ''. SAO &Y. (A-C,) CART VARM 4JU &F4 VE�tA1DA 2o�' 1,R F. REQUIRED. PARKING FOR SITE: EXISTING DINING FACILITY: 7,657 S.F. X l a = 76.5 SPACES EXISTING TENNIS FACILITY: 704 S.F. X 911000 = 3.5 SPACES PROPOSED GOLF PRO SHOP: 5,042 S.F. X► 5/1000 = 25.2 SPACES TOTAL SPACES REQUIRED 105.2 SPACES EXISTING PARKING SPACES PRODDED: 102, SI!A"S '. ► WE Mi SE TO ALLOW THE 4 SPACE DEFICIENCY DUE TO MIXED HOURS F01019RAMN AND THE PREVALM OP`MEMBER OWNED GOLF CARTS • cl: Ce M W C Z mt� z R�< WinW Q C D U "V 0U. U s �--- W C� --J oLu'W U >ZU Q J WU� Z) W r W QCIDN G1C] LlJ w 1^. Z �>�// >Q Z LL � z:.I rQ Z LO) w Q Cw Z px0 Z p� W m 0W CL ..J MI► C, 0 CJ W C W • t� 4 lam- U. W• V 4 ..J QEr REVISIONS: �p�3� SiE�aE, foot cart barn with an and Tennis Club. The V o � COPYRIGHT: O HIS NAMING A THE *ERIMS RNONr THEREON ARE THE PROPERTY OF ARC I TECT! OCK I TT i OUNCE, P.A. TOE REIROOIICTION, CO►TIU, OR OTHER M OF TNIS *RAYING YITMIT TOE COUNT OF ARCNITECTR *CNLITT It WERNER, P.A. IR FROM* M AND ART INFRINGEMENT WILL Of 9110AECT TO LEGAL ACTION. DATE: COMM. NO / DRAWN BY: CHECKED BY: Lm r- e b'L,- -)l6-Tf T L4 �1�iTTE7: �z1� .-A KL;b, -1I b(`4L, KOO�-� 1 S.F. pi2o �H©r o>✓� Icy,, � I � �.� Iq 1�4 HOLE cnca-25 S. F. K I'Tc445:4 (M,r,� rCc>) I +,a) 6 F, C'Itr iW—G'I�LS 4 �/+�J.F 5,F tS/sHOVVe 2�/s HOEr;P 13Z S S.l �N / BAG STO RAGE ¢, I e>Cv F H 7)754 5iF I I i � i I I � I i SITE PLAN MINOR RETSION ES3 DATE: 6PTRC REP., - PRELIMINARY NOT FOR CONSTRUCTION -lam s f> r+ CD 00b y 1 G O H, O O USG O J cD 1-0"' O C � no N 5 N cpr c� E y CD � N v� N BCD c.I1 C 4' CD y 4, O ,may rn CD ao CD n y• � ntz CDtz • � � O O LLj Z F4�Q z0 < LJJ W M W m c�U ~ Q=V LLJ 02 J w U `� S �w � O U Om 4LLj � mom Z W W U>> cee (:��� Q LJJ Z °L° cv W Z, Q = px0 Q L ) zmrL Ce W m m J C� H z 00 W W t0 M Z � ¢ IL m ILL. IL a J J • O O C.) W = CD i--� NA >- w W DC O > �— J CL W = • (A O E— LL W CJ N J CG O O I— REVISIONS: 4 a i COPYRIGHT: THIS DRAWING & THE DESIGNS MOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT & BRENNER, P-A. THE REPRODUCTION, COPYING, OR bTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT & BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. ATE : COMN1. NO. RAWN BY: CHECKED BY l e A� i z�o� Mt .l- I /h��iH py,I5'(1NCT 1 l u9bb P M I i f f 17 , Z i I' Y 11 � rl I �,.��: r � M ► �,a. �, r�t<tY 1T�k�Iz�ED The purpose of this adjustment is to replace an existing 2,254 square foc 11,982 square foot pro shop/office with cart barn to the Reserve Golf an( total square footage for the project is 18,729. S1TLE FILM PRELIMINARY APPROVED NOT FOR CONSTRUCTION DATE: SPTRC REP. • Q M o W o Z (N�,CQ Z o0")Q W w m ��U � ry O� 0 U �LL- tL _ ~ Q=U 32 W J U� Q UDw7— LLJ C"A cry m(D�'c �(:�� Lr) w w z >>o Z W z�w E2 QcvZ = px0 Q UZm L Wm SOW Lu Q CL �- :� m J 00 V tC Cn N) Z Z W W Q H H • • p GG GC p a o a ILL. m L . U. = c�� t/! W CCUJ O • V) O V t,/) J � C3 W O CG = O O REVISIONS: I i I cart barn with an Tennis Club. The 4 THIS DRAWING & THE DESIGNS SHOWN THEREON ARE THE PROPERTY OF ARCHITECTS SCHLITT & BRENNER, P.A. THE REPRODUCTION, COPYING, OR OTHER USE OF THIS DRAWING WITHOUT THE CONSENT OF ARCHITECTS SCHLITT & BRENNER, P.A. IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. DATF : COMM. NO. 10/1�/9& 9(o34- DRAWN BY CHECKED BY: pot 11 Si? REVISIONS BY By _J pit 12 Ld W4 JC �At4f t2. e- V g, see U f1to . I , W `Z _0 rvif & T� WWI, i 75 4, xl� -14 7_ ph #4 L fif (Ic ......... L L_ . . . . . . . . . . . The purpose of this adjustment is to replace an existing 2,254 square foot cart barn with an 0CU 711L4_ e L' �93�� 11,982 square foot pro shop/office with cart barn to the Reserve Golf and Tennis Club. The J i, total square footage for the project is 18,729. 717W -7 7 SITE P MINOR REVISION (S) 4 APPROVED ')*4 114- J 3t,". t 4e. DATE: ILL SPTRC REP. g, r� OW, PRELIMINARY NOT FOR COWUMMM 14 7-, CHECKSO OATS SCALE lo6 JOB NO. SHEET,�, OF SHEETS M "Iav 7 !UFA -:V CI J t7 r X tU p I✓XIST11JG OUTFALr_ t)ITc� / SWALE To r3E CLEPrZEU RA40 GRRtDr=rD 70 GoN►�EcTioN of EXIS-ri► c; LRk.E I i' E4/6TW6 6RA11TPrZV SEW�LZ C-xl5-rl/i�, w/4TEIL Nt�tN 1�nkSTI/.1(nv -TELEPI40146 -XISTIWC= W/aTEIZ LIOC- TELEP} oJ6 I-lNE Aug �z �GTrz1c L I►-IC-S Ta Be FIEI..C> LocrgTeo qwp veiztFIab PI210rz Ta CoM Mr-k4C_GM F_NT OF >-�"D SITE ccw57tzUcTtoN P�o�o�o P,eo 5#oO'g' C/aR 7 6A4Zt./ 3t•5o -PROPOSED CDNC. CAQr PAry EX! 5Tl"G To /-- E lzeMovao) I & " PVC 5F7N" LTV /e,5 >g&A4oI1Ep) �xISTING �LEGT/2lG SE2V/G E _x/'T/.UG ��RE /-/yz?,q�,gNT F_ X 16 TIAV6 ME7- T�7P PE. WATE.�' .SE/zv/GE GUT EXIT 8 .. PVC /ti/STRLG B " Sp.0 SE,pV/cE t'Ok Foo T \HRRDSGApaw To R6r.tovtp 0 10 20 40 80 120 SCALE: 1" = 40' =1= EXISTING STORM SEWER WITH CATCH BASIN STORM SEWER LINE WITH JUNCTION BOX STRUCTURE NO. GRATE/RIM ELEV.— INVERT ELEV.— STORM SEWER LINE WITH --� CATCH BASIN AND NUMBER SANITARY SEWER LINE WITH MANHOLE PRESSURE PIPES (SEE WATER & SEWER PLANS) PROPOSED ELEVATION p,pp 0 EXISTING ELEVATION o� DIRECTION OF FLOW •t�w.r FINISHED FLOOR ELEVATION 120.001 STOP SIGN _w_ HIGH POINT H.P. EXISTING PAVEMENT PROPOSED PAVEMENT F30TToM LlMtTS o F 1 Wotz< Mi>EeEO E V o is 2EXI STING PAVEMEN T CONCRETE o E t TO REMtat j ( 0 BE REMOVE � T D) � EX13T1►.1G Pc-IVC-MEWT r F2t✓MoVE EXISTING 15" CMP 1 —�Rr✓sTo2E F'AV�MeN T PETz DETra IL_ �.. ` GOtJGRET� Ml7G-t2Eb ..�-rioN ._._ �,,,,�,,,_-�.,,� OR PROPOSED CONCRETE SIDEWALK r-3AS I U P.� C OW T P.ot- E L E V/-,.T 10 rJ - 23.0 MIN. ko/�..r Cfzov.l &-ay. = 25.5 MI►,j. F)ki sI4 Fl-oor. E/�v. = 20.00 EXt''3TIwG 7eNh.lIS CtOUMT5 L. x I ST I" c:5 GOU fZT EXI5TIA-1G CLUB,+-IOusE' F F EL . = 37 00 SAN. C.O. SANITARY CLEAN OUT H. C. HANDICAPPED PARKING 4(ti O `4 C ti5 P ti~ O ¢r 05� oo��ao SITE PLAID 411NOR REVISICII (S) ��, a APPROVED DAM %0 SPTRC fiEP. PRELIMINARY I40T FOR CONSTRUCTION m J V O I'l-" Z IW Z a �� J Q Z O Q � LL U O z o � � � O W (D LIJ w S V z r~ V rrV) > Ld Oc x ,,j O h 1tI a( II V_ Ld _J V (n O z LdCD Q ® ?- m > W Y V (D m Li a - V? � m to ■ v � O w W > o V) w �o (n W m -uj- .00 U w ~ O z Q Jp cc a Ld a. cc CL a Z o a®z 0)CL °' � a _ Ld LLI F� �? j M C0 O aVco ZL Z il maw D m O in C z F-- uQv °- O N w Z 3 3® U Nk COMMUNITY DEVELOPMENT ST. LUCIE COUNTY FL DEC 12 SCAT_ SHEET! OF 2 FILE PD 8132 G\DATA\100-199\B133\CAD\B133PD02 11-13-96 106%20 am ES ,4, _�)/f9 , EXISTING GROUND IIF jl r 1TF I REMAINING BACKFILL III - I 6" MAX. SIZE --- - �I\►�>,\\�1 \\\�� III \ GRANULAR BACKFILL IT BEDDING MATERIAL . 4" .MIN: NOTES: 1. BEDDING MATERIAL SHALL BE HAND PLACED IN 6" LIFTS AID SHALL CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED LIMEROCK 3/8"-7/8" SIZING. UNSUITABLE IN -SITU MATERIALS SUCH AS MUCK, DEBRIS AND LARGER ROCK SHALL BE REMOVED. 2. THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES. 3. THE PIPE SHALL BE PLACED IN A DRY TRENCH. 4. BACKFILL SHALL BE DONE WITH APPROVED MATERIAL, CLEAN AND FREE OF ROCKS, MUCK AND OTHER DELETERIOUS MATTER AND COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPERS TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 5. BACKFILL TO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO A POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. 6. A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINM BACKFILL SHALL BE COMPACTED IN 6 INCH LAYERS AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. B. WHERE "NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE REMAINING FILL SHALL BE COMPACTED IN 6 INCH LAYERS TO A DENSITY 90% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 7. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL TRENCH SAFETY REGULATIONS TYPICAL TRENCH DETAIL 0 ner rasa, 13, --- e nef LAM_ �VJ (KJ 1" TYPE S-I ASPHALT �D1 6" LINEROCK OR COQUINA BASE (PRIMED), COMPACTED TO 98% MAX. v DRY DENSITY PER A.A.S.H.T.O. T-180 © 12" SUBGRADE, COMPACTED TO 98% MAX DRY DENSITY PER A.A.S.H.T.O. T 180 TYPICAL PAVEMENT SECTIOIN SLOPE UP TO R- 1 /8"/FT. LAIN. ROTATE BEIND ,1-S REQUIRED LAY ON U1ND;S7jRBED SOIL PARKING BY DISABLED PERMIT ONLY $250 FINE FTP 26 i PARKING BY DISABLED % PERMIT ONLY NOTES: L$25LOFINE 1. TOP PORTION OF FTP 25 & 26 FTP 25 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4. FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED. HANDICAP SPACE DETAIL (2) 4" WHITE STRIPES (TYP) TYPICAL PARKING STALL �- ROTATE Pi'IIDS AS REQUIRED •� - V;^fE 8RAt1Ci l TEE BRAI!CN - A,LTERNAIE: ADDITIONAL RISER AND EFIND %',HERE GREt 1?'R SEWER DEPTH MM. G" PVC PIPE - Ij - - - SLOPE UP TO Rx 1 /8"/ E1. LAIN. !,.AKE 4" E: rR'OCE COt11:EC71C'I AT R/W 'LINE S td.1 T FAR Y -�-� SE`, R L4AIN LIt.E I/ ' FRO i ! T ,'LUG I t:OTt: R/W CR- S"LRV10E LATERALS Si{ALL TER'.':'+ AT P AT A CFP'.li OF (3)FECT, fLIIGGED „ ,TEP,TIGHT r, ID IrARr:ED V."T;a 1 v_ `' , , i'41D? ELECTRG',Ir !'ARkER TYPICAL SEWER SERVICE CONNECTION N.T.S. TY LINE TRANSITION OF BACKLIP FRCM FULL SECTION TO NOT'HiNG 11 At 1 000 EDGE OF ASP1-IALTIC CC^CRET'E SURFACE COURSE 0 00 PLAN VARIES I 0 00 l GRATE ELEY. � SEE PLAN i-) 0 20 B 4" .e - - INLET APRON @ EDGE OF PAVEMENT N.T.S. OOverlay 25.0 from center line of trench, both *idea of open cut with 1' minimum type S-III asphalt or match existing surface material when possible. OConstruct. 2.0'deep x width aril length of trench with cemented coquina or llmerock. ,to specifications 12 below for compaction requirements, OProvide clean backfill. Backfill shall be replaced in 6' layers. Each layer shall be mechanically compacted to a minimum,00% density ae determined by AASHTO 19t MEIHOU C DRIVE WIDTH (MIN 10-) SOD OR J a' CONCRETE * 1' OPIONAL CONCRETE POUR MITERFO END - • 4 MONOLITHICALLY is I WITH DRIVEWAY T MAX I1 Alt 1 NOTE: 15' MIN C.M.P. OR 11'x 1 T OVAL C.M P. MAr BE USED 4' REINFORCED CONC SLAB 6x6 101110 W.W.F CROSS SECTION EDGE OF DRIVEWAY vARIfS SOD \\)01 e DR \ ( Y Vz � f 0pIONAL EDGE OF DRIVEWAY 3' SLID OR DPIONAL CONC T3� j ( I I TOP VIEW sa 1 MITER FOR PIPES so- ANO SMa(LER VARIES 1.1 MITER FOR ►IPES 1i' AND .AAC.E- MAx 1 �,�-ANCHOR END SECTION TYPE 1: MITER ENDS N.T.S. 0; ;N 3RAOt *' luf�tTf 2' MIN, 25' T Y P OVERLAY _z a C 2 iOt VARIES-� BOTTOM, LEFT, AND RIGHT SIDES TO BE 12- MIN - 25' MIN 2' OVERLAY TYP DITCH WIDTH(W)+12- MATCH EXIST. TYPE AND THICKNESS OF ASPHALT n OR TYPE S-lei 1. Replaced base material over ditch shall be as shown above. 2. Base material shall be placed in 66 layers or se otherwise approved and each layer thoroughly mechanically compacted to 90% density as determined by AASIITO T-100. 1. Asphalt concrete pavement joints shall be lapped and featheted. r. All pavement jolnte shall be mechanically sawed. 5. Surface material will be consistent with existing surface or as otherwise directed (Type S-1I1). AND PLACED IN ACCOFIDANC€ WIT14 FDOT REOUIRMENiS 6. A minimum of two density tests shall be taken tot each elx (6) Inch lift of subgrade and each open cut crossing. when the speclfted compacted base 18 greater that six and one-half (6 1/2) Inches the base shall be constructed In two or more courses. ptoctors for materials used in back -filling shall be obtained by a certified laboratory. Density tests shall be conducted by a certified labotator or the permittee's consultants. The percentage of maximum density required shall be in accordance with the latest edition of the Florida Department of Transportation standard specifications. A copy of all completed and accepted density tests shall be furnished to the County Engineer's Office Prior to final inspection. 7. No 'open cut' to be Petmltted before the feasibillty of 'Jack 6 bore' has been reviewed and disapproved. a. construction •e artertal and/or collector roads will require 1 week Prior not Ice to be pu bl Ished In a paper on local circulation. OPEN CUT DETAIL N.T.S. "NOTES: 1. ALL INVERT CHANNELS ARE TO BE CONSTRUCTED FOR SMOOTH FLOW V,1THOUT OBSTRUCTION. 2. PROPERLY CONSTRUCTED SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES V,1TH DIFFERENT INVERT ELEVATIONS TO PROVIDE FOR SMOOTH FLO',','S. 3. SERVICE LATERALS SHALL NOT ENTER 1.1AtNHOLES UNLESS SI'CCtnED ON PLANS AND THEN LiUST BE TREATED AS MAINS (ELEVATIONS SHOWN, PRECAST HOLE, FLOW CHANNEL). 4. BRICK At'0 CONCREIE RUEBLE PERIAITILD AS FLOW CHANNEL BUILDUP. 5. SIDEWALLS OF FLOW CHANNEL SHALL DC AT LEAST HALF OF PIPE HEIGHT AT ALL POINTS. INVET FLOW CHANNELS N.T.S. GENERAL NOTES 1. CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION, ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. 2. GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL BE REMOVED WITHIN THE ROADWAY AND V PARKING AREAS ONE FOOT BELOW THE SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREA. t� 3. HARDPAN - IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA, IT WILL BE REMOVED TO A WIDTH OF TWO FEET AT THE SWALE U INVERT AND REPLACED WITH GRANULAR MATERIAL. o 4. MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THEROAD OR PARKING AREA, THEY WILL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR MATERIAL. 5. UTILITIES -IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE EXACT LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES, WHETHER SHOWN OR NOT, PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER PRIOR TO CONSTRUCTION OF ANY DEVIATION FROM WHAT IS SHOWN ON THE PLAN. 6. PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING AREAS SHALL BE DEFINED IN THE FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 125-8. PIPELINE BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 100% OF THE STANDARD PROCTOR (A.A.S.H.T.O.) T-99 SPECIFICATIONS. ♦� z 7. SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS V o OF EVERY KIND THAT BE BENEATH THE PAVEMENT, SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE CONSTRUCTION e.J AND COMPACTION OF THE SUBGRADE. B. INLETS AND MANHOLES - ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH FLORIDA D.O.T. I f STANDARDS SPECIFICATIONS, 1991, SECTION 425 AND ROADWAY AND TRAFFIC DESIGN STANDARDS, 1992, INDEX 200 AND 201 AND CITY OF PORT ST. LUCIE STANDARDS (LATEST EDITION). ANY DITCH BOTTOM INLETS REQUIRE THE GRATE TO BE SECURED W 0 TO THE BASIN WITH A CHAIN. a 9. INSTALLATION OF CORRUGATED METAL PIPE - ALL JOINTS ON STORM SEWER PIPE SHALL BE MADE UP WITH ONE-HALF INCH NEOPRENE; ALL BANDS SHALL HAVE THE SAME CORRUGATION DESIGN AS THE PIPE. THEWIDTH OF THE BANDS SHALL BE AS FOLLOWS: 12 INCH WIDE UP TO 48 INCH DIAMETER PIPE AND 24 INCH WIDE OVER 48 INCH DIAMETER PIPE. THE REQUIREMENTS OF D.O.T. DMO6036 WILL BE ADHERED TO WITH ANNULAR BANDING OF JOINTS REQUIRED. f j 10. REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS OF CLASS III OF A.S.T.M. C-76 AND WITH THE FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 941. > 11. SUBGRADE - SHALL BE COMPACTED AS NOTED ON THE PLANS AND MEET THE DENSITY REQUIREMENTS AS DETERMINED BY THE THE A.A.S.H.T.O. T-180 SPECIFICATIONS. SUBGRADE SHALL EXTEND 12 INCHES BEYOND TPROPOSED EDGE OF PAVEMENT AND/OR 6" BEYOND VALLEY GUTTER. SUBGRADE SHALL BE 12 INCHES THICK COMPACTED TO 98% ACCORDING TO A.A.S.H.T.O. T-180. ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE PREPARATIONS OF THE SUBGRADE SHALL 0 U) BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF PAVEMENT. f , IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA W BEARING TEST, TEST METHOD "C" OF A.A.S.H.T.O. T-180 SPECIFICATIONS. 12. BASE - APPROVED LOCAL BASE ROCK MATERIAL SHALL BE COMPACTED TO NOT LESS THAN 98% MAXIMUM DENSITY AS � , r DETERMINED BY A.A.S.H.T.O. T-180 SPECIFICATIONS AND AS CALLED FOR IN FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION W 200. BASE ROCK SHALL BE PLACED AND COMPACTED IN TWO (2) EQUAL LAYERS. 13. PRIME COAT - BITUMINOUS PRIME COAT SHALL CONFORM WITH THE REQUIREMENTS OF THE FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 300, AND SHALL BE APPLIED AT THE RATE OF 0.25 GALLONS PER SQUARE YARD, UNLESS A LOWER RATE IS DIRECTED BY THE ENGINEER. 14. TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF THE FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 300, AND SHALL BE APPLIED AT THE RATE OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS Y APPROVED BY THE ENGINEER. (� 15. SURFACE COURSE - TYPE S-III ASPHALTIC CONCRETE SURFACE COURSE SHALL CONFORM WITH THE REQUIREMENTS OF THE FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 331, THE MINIMUM COMPACTED THICKNESS TO BE AS NOTED ON PLANS. >- Go 16. PAVEMENT MARKINGS - SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. Ld 17. CONCRETE - ALL CONCRETE SHALL DEVELOP 2500 P.S.I. (MINIMUM) 28 DAY COMPRESSIVE STRENGTH OR GREATER WHERE NOTED �- ON PLANS. CLASS I CONCRETE SHALL CONFORM WITH THE FLORIDA D.O.T. SPECIFICATIONS, 1991, SECTION 345, CLASS I Q CONCRETE USED AS PAVING SHALL DEVELOP 3000 P.S.I. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH. 0 18. ELEVATIONS - ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DAT(AM 1929. 19. AS-BUILTS - THE CONTRACTOR SHALL COMPLETE "AS-BUILTS" INFORMATION RELATIVE TO LOCATION OF THE INLETS AND MANHOLES AS WELL AS INVERTS AND RIM ELEVATIONS, AND LOCATIONS OF THE WATER AND SEWER SERVICES. 20. GUARANTY - ALL MATERIAL AND EQUIPMENT TO BE FURNISHED AND/OR INSTALLED BY THE CONTRACTOR UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE THEREOF, AGAINST DEFECTIVE MATERIALS, DESIGN AND WORKMANSHIP. UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE GUARANTEED EQUIPMENT OR MATERIALS, DURING TIE GUARANTY PERIOD, THE AFFECTED PART, PARTS OR MATERIALS SHALL V) BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. IN THE EVENT THE CONTRACTOR FAILS TO z MAKE THE NECESSARY REPLACEMENT OR REPAIRS WITHIN SEVEN DAYS AFTER NOTIFICATION BY THE OWNER, THE OWNER MAY ACCOMPLISH THE WORK AT THE EXPENSE OF THE CONTRACTOR. O 21. WHERE CONNECTIONS TO AN EXISTING DRAINAGE SYSTEM ARE PROPOSED, SAID EXISTING DRAINAGE STRUCTURES AND LINES H SHALL BE CLEANED OF ALL SILT AND OTHER DEBRIS PRIOR TO SAID CONNECTIONS BEING MADE, AND WHERE THE EXISTING DRAINAGE SYSTEM INCLUDES DITCHES, SAID DITCHES SHALL BE CLEARED AND REWORKED, AS NECESSARY, TO RESTORE THEM > TO AN APPROVED DESIGN SECTION. SYSTEMS ARE TO BE CLEANED AND/OR GRADED TO THE POINT OF LEGAL POSITIVE OUTFALL. CC 22. ALL PIPE LENGTHS AND CENTERLINE SLOPE LENGTHS SHOWN ON THESE DRAWINGS ARE SCALED DISTANCES. THE CONTRACTOR SHALL CONFIRM ALL MEASUREMENTS IN THE FIELD AND NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCY WITH THE DRAWINGS PRIOR TO PERFORMING THE WORK. ALL QUANTITIES SHALL BE PAID ON THE BASIS OF FIELD MEASUREMENTS OF COMPLETED WORK. 23. ALL PAVING AND DRAINAGE WORK SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH ST. LUCIE COUNTY STANDARDS. 24. ANY EXISTING ROADWAY AND/OR UTILITY THAT IS DAMAGED BY THE CONTRACTOR SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE ENGINEER. 25. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR, BUT NOT LIMITED TO, ALL PIPE, DRAINAGE STRUCTURES, GRATES, FRAMES AND COVERS. 26. STORM SEWER PIPE SHALL BE PAID BASED ON MEASUREMENTS FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. 0 27. GRADES SHOWN ARE FINISHED GRADES. F-: > N 28. WHERE SOD IS DESIRED, LOWER THE GROUND 2 INCHES BELOW THE FINISHED GRADE TO ALLOW FOR THE THICKNESS OF THE SOD. z Q > th 29. ALL CHANGES SHALL BE APPROVED IN WRITING BY LAWSON, NOBLE & ASSOCIATES, INC. z (D (n M W •• W 30. ALL WORK SHALL BE DONE IN A WORKMANLIKE MANNER AND SHALL CONFORM TO ALL APPLICABLE CITY, COUNTY, STATE OR -i W Q �Uf' FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES Q P REQUIRED PRIOR TO INITIATING THE WORK. V Q }' 31. THE CONTRACTOR SHALL CALL U.N.C.L.E. 1-800-432-4700. 48 HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND (n ® En U LL. 0 UTILITIES. 32. NO DRIVEWAY SHALL BE CONSTRUCTED WITHIN ANY PORTION OF THE SAFE SIGHT CORNERS. 33. NO DRIVEWAYS SHALL BE CONSTRUCTED WITHIN 5 FEET OF A FIRE HYDRANT. 34. THE MINIMUM FINISH FLOOR ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR AOOVE ELEVATION 29.00 M.S.L-. (WHICH IS ABOVE THE PROJECTED FLOOD STATE PRODUCED BY THE ONE IN ONE HUNDRED YE40 Y STORM) OR 18 O INCHES ABOVE THE CROWN OF ROAD, WHICHEVER IS HIGHER. >- 35. MINIMUM ROAD CROWN ELEVATION SHALL BE ELEVATION 24.50 M.S.L. cc Ld LY (O 00 > 0) O�N 0 memo V j O wt ti O Y fT i; v i lj U L-- 0 000 0 z a?J o ~ M US C.L. OF RISER PIPE iok°w Q N O Z c a COVER MARKED "S" rn� ® 0 O MATCH EXIST. S'. I CD z Q In10 ( i #4 ROD. 0 CONCRETE ALL AROL v' �� w 6.. C I/ VALVE NOx AND LID�� ��� w > M d H OD � U- -CNE CUBIC YARD OF CCNC-- `fl W `3 O c0 I ENCASEMENT. KEFP CLEAR Z Q U 00 �+ 3 T t�( FROM HORIZONTAL P'iPE p �Q 1r ✓• 1. 4"- 45• PVC. ELLOW J020 6"x4" - 5' P.V.C. WYE (0� C� 1 U < _ _ C CV)a 9� o w 1 y� (A � 3 �0 3® P V.C. CAP------" PRELIMIPIARY D,v c v1!4. AT TERMINUS NOT FROM CONSTRV'vr ON w, A SEWER SERVICE CLEANOUT N.T.S. SITE PIAN p 0 d MINOR RE41310M (3) OEC 12 1996 APPROVED GATE: �1- FILE PD OMMUNITY DEVELOPMENT ST. LUCIE COUNTY FL SPTRC RE?. - _ "r1 - nt rf-r--r n ^f- n GI\DATA\100-199\B133\CAD\B132PD02 '.1-22-96 i;5252 pm EST /0