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HomeMy WebLinkAboutRESERVE GOLF CLUB HOUSE3 0 3 ,0., N Q- FIIA MATH DQSI- 31 6 7 5•4- o z � w o EXG BCDG . Q O N d- , /2 R5 cow M N W ww WW 1X1Rsc C� z��� ALL QQUJ,M N FIGS TO 0 LL1 3 z o M i BE 5 5 0 X 1' 6 D •'—EXGSrI NG SLAB —i- z 0 0 Exlsi NG PAVEM� NT 4 OP A ND BOTTOM 8�0 -C . 7 / '� O _j -J Y �� QOzz VERIFY � �----------1 lJ U UZm SOUTH ELEVRON:1A 2AEAST SIDE ELEVATION vc e SCALE 1 / =1 FT- SCALE 1 / =1 FT. n E � T� b if,3 ,. Cc op on Mr47,-�i!NG EXr-7ING __ FOUNDA110N PLAN Y ROOF SHINGLES • - A 12 PITCH SCALE 1/? =1 FT 00 �,- •' S~ 1/2 C DX PLYWOOD WITH 0 -- T ECO CUPS UJER' 30 LB. EXITING RALDING UNE FELT 0 PRE I N EE RD ROOF TR 2 �'- BY F iA. U C. TRUSS \\ W A I I I H URR STRA P i------- -- - =_ --- - _ _ =i = Q E OF F�\VEN - - - - - - - - - - 1,' 2 EXTERIOR GYP. ROCK HURR. STRAiv 2 O.C. OR OPTIONAL 3/8"RS FIR 2 X C SPF NA( ',/ 2"' R.S. FIR PLYWOOD . PR - 'N RD GLUE P,M -- T 2 X 8 RSC FACT A SEAM 5, X 19 " BY F L A . L I C. y i° TRUSS MAN J FfTURE . j 3/8 RS FIR SOFFkT 2 X 6 R S CEDAR � � �- HPAH 22 -24/1-' SIMPSON DBL. HPAH 22-2�" STRAP 3 0 O.H. EMBEIDE.D ANCHOR �Y SIMPSON O NOTE : 1 ANCHOR )O'IrJ. MiN S M I F_ -- - _ N (JJ E !f�M BEAM DEPTH EXH E OF ENG I N I�CF I (TYP. O PER EPCH COLUMN.) O ' . TRUSS N IUFPCTURE -------------- - 1X2 P.T. RMNG Co NO 6 REBARS MNT. _ z rn I I' TO TOP 0(= COLUMN w --- --- - -- - N0 STEM I�C%)PSCTI�� I, (@ r U 16-0 C CrYPICAt_' ' i 16x16"X 8 CONG. _ COLUMN B LOCK o �� 0400 WITH 3000 PSI . x DATE: ��JE X 19 Ff?E-EN3NEERED _ NTRGEs . ��2'� 0 U LAM BEAM W = �i-� _ O - az FL . U C . MANUFACTURING CO. �-= H @ `► 16�C 16X8CONIC COLUMN BLOCK PRELI ! .� z I WITH 3000 PSI CtONC. --O a BEARING COLUMN DETAIL. = NO - _ �► T_ .FOR �:����rl�l1 t SCALE 3/4-1 FI . - h - t 16 X U J MN B LK l - a z Tj — — — — — — C E-� U ;o W. = - _ = p 1 ALL COLUM �] FTP �X8 RS CEDAP, = e X S "0' X VC C D = o , npm 0 WITH NC�'6 REBAP.-E `0P - rrcr�co -T- AND BD ii0 M 8"' 0 . C . - - FLOOR AND ROOF PLAN 0 Q O 0 C C A I' GATE a moor GOLF COURSE ARCHITECTS IDA rA --rA8L-r-- ! A iTron1 N"LC Z: A Z--A H - HOLLY&WEBERu-ic. ENGINEERS, PLANNERS, SHEET SURVEYORS OATE :.�-�jt���:s,.. e01 sou.,Fw.rr REVISED: Oi! 1G/8i Stuart. Fkwi" 33484 SCALE: 1 " = Zoo' grrsr 266.7770 \ `` •5 �,�r,o .P�i��.sio.�,s --_ _.. __ -.�i�9 .cosy � GOOElJ eOGESS .moo sG rC �?y O /T�4y Rs�/ - --- s�crio,c/ Wiz- % --- — - ---- - -- - - - 6 ® ■ 18Ih GREEN x 27.3 I STING RESIDENCE S 295' - -I Ff-1 I x 3 0.1 28.12 I x 28.09 , F P &L 30.5x 30. 37.8 x40.5 35.3 SAND TRAP 28.6 j X�8. 5 31. II { TRAN. •I x 29.5 I u 27.5x 27.8 8 28.8+ I PVC W. M. 28. s 32.8 I 9. I MANHOLE TOP 29.05 29.5 ` _ -CONC. PATH 29. 28. 2 fLJV. S. 21.05 I$ -� \_ , ;_ 29. I 27.9x x INV N.2I.10 n' ITOP 29.04-----�E-- 1VOR Tf i � ILJV. N. 19.88 S 2 HONE BOX _ r PRACTICE x30.7 I w s.o 28.68 2s.0 �- ` " I NV.W. I 4 �,* ;,.y • ��� 29.6* 29.5 PUT T I NG I 27,9+ 28.1+ \ 28.7 ��+' pVC 28.9 FPL TRANS. PAD + 94+ GREEN 29.5 30.o N �-�-7 I TOP 28.71 +29.\� M, r { 291AT V 29.4 29.1 I W 27.9x INV. S. 21.86 �� BOX 29.39 I NV. E. 21x923+30.0 _�~��� 29,83 29.9 I O ' q 29.05 29.09 \ }rJ + + + 29.44 30.1 LA NOOSE \ ` A "� 29. 2 30.8 ( 2 9 9 x 29.7 1 + 28.0+ + 28.9 1 ,.;� °" , � t 24' EtEC-9B A R��•. 3U.6 1 I S 29.97 4g 0 METER 29.8�_' i 4 sa .. • • �.. „: ...r., t 1 o O _ 0 9. 45 !J + �� Q o �NpER 27.76 \ 29.5- --- i Ar +d CAR T • 4 Y� WOODED �x �� • + 28.2 S N E D ' 30.05, \ �Ro�Na . tlf'.9T ' "p„ ,� OO\ V 29.7 I x 2 .15 � 3 24' 30.5 � C ® \ 28.2+-/28.0+ 28.5 TOP 29.02 2 9.3 49 0 ' 3n wooD WA1 ER �48< g 31.8 + I NV. W. 22.44 I ' ,�. 2 2g•g2 RAMP kF. METER3.+28.2+ INV. N.22,48 29.52 29.9Fi' \��',L\ �< / + + . 1 29.64 T QG 1 \ + 29.2 5 29 .32 29.97 2 f \ G� �T1 \ z8.eo 29.5 27.7 CONC. 9.06 29.6 \ D 27,8+ / ---x -- _ 2--9'82 29.2.Q.' .. .7 r130.3 \�F<� er F 28.1 -� 29.20 x29.B \\ q< A0 L E TdP ' 29.57 % \28.5+ 28.2+ 28.3+ 28.8+ � , 6'�PVC 29.9 ' + .' ' 2T.34 \ a TI _ ;x28. 7 tl.14 29.17 SWALE N.INV.= 28.7T + . -q + \ -- -- - - S. INV.= 28• 9.8i INV. S. 23.07 + 9.3 5 31.0+ 27.7+ 31.! 27.4 "29.8 29.92 • INV. E.25..058 31.6 <�C + + + + 28. 31.5 + 33.0+ 31.4 +30.7 i CEO _7 \ + 12 t'30,2 31. 9 28. 7 + 31. 7+ 92. 3+ 30.8 29.8 ,, ----CONC. PATH �l -�8:. - - 28.9+- _ INV. 25.50 TOP OF DI TCH 29.4 24..0 - -- ----- 24 9 25.4 INV.25.44 -. _ 25_8 -� -30, iNV.26.77�� 29.14 6 9.39 29.6I p 9 435.5 / / 1! \� 2 C ONC. FLUME + MAN HOLE TOP 35.62 / 31.6 ji- INV. \ � ' 5'�.M. 28.1_.--------- _- -- 2 + + 6.1 / CtF.P.L. TRANS. r. 23.97 29.4, 28.8 �� -z9za ® INV.= 26.84 29 a S INV. W. 30.29 0� \ PAD ` / \ TOP OF D I T C H 1 �'-1--- - -- 26'-8+ --- -- 0 15 C.M. 29.90 3 6' \ p / q 35.5+ 34.6 row 3 \ \ �• `t+�� to 10 \ lo" lo,a 2' CONC. FLUME IRRI G. VALVE�p 2418'`"',�"�r;, \ + 9.T9 • 36.4034.E a .70� 3.40 • I 10 � z9.2s �\ .�cfl 2.2m m +30.8 10 10 12"C.M.P 29. `�i o "f7.00 15C.M.P, • fir \ + 2T.67 Ib �\ CATCH BASIN 9.9E + 3.4 5.50 co + 27.8E«x«.rr .. l�.Y'1' .,,.. , r• +' rIE2 34.7a O + �- \ 4, 28.55 TOP 28. 77 l Y g,00 o n h 33.0 29.3 C I NV. 23.72 ? ICE' _„ 7 +28 .93 29.47 31 .3 5.57 8.00 8.00 3.30 -- - A>� + [] INV. 26.91 + N w`w., ,.._. , x 08 rl w 29.►9 ,g � � +35.2 •STREET 4 s 28-05 + 30.0+ + ' 29.39 � \� L. I G H T (T YP.) - ----- --- CLUB o 10 \ l0' l0' cF'& 2 C.M. • CATCH BASIN aa.sa O 430.3 \ c�- TOP OF DITCH ?i '9 - TOP 27.68 10' 30.3! + \� 2`I• 6 /27 _ - 29.48 04 1 �, e.00 NOU S E o 5 -- 27.8 i INV. 25.53 ' 12 z9.6 1 4 3.40 F F = 37.88 3 10" -"--- ." 2 9 2 a • 10° -- 6 5---25.5 \ ' z8.9T r �(65 (4• g.00 0 19.80 6ga -v 29.4 - � �+ 29. 30.26 3.30 !3.90 N 93,30 + 36.0 - ! - - QO 7 • 12 28. / INV. 25.42 28,72 2963 + +29.88 4,70 2'' " 21.7� �``+-.�*�' 2962 30.12 .17 .56• 435.E 29.5 + 33•IO 30.8 12 t!�112' 29.38 34.87 \� ZZii 2' CONC. FLUME \ + ASPHALT PARKING 30.23 + 8. + (TYP.) + 28.3 28.99 �B.>u'.k"t,••wr...Q.4ts /' % + x ,� �,. +,,, _-- 32.4 + 28. 1 w.•,..:.� ter.,.... � . 3 34 2\31.36 x320a CO 30.7Y PROJECT LOCATION 1.11 9 th GREEN �i'�'� -�� + NC. PATH x27.6 z' yl 33.3+ + + 29.8� 29.5+ + 2 7. 9 + �r < _--- -` 35.5+ 33. 1 33.5 \• 29,9 30.0+ +29.0 + 30 i 30. i+ 2 � } 27.7 28.6 .7 29.8 . + •5+ SEXIST. 30. 1 29.5 4 27. 7 x x \28.7+ \ 34.0+ 29.7+ + + z8.T4 VALVES 28.9 ` 32. i+ 30. 1 30.1 + + 28.0 27.8 x 28.0 x \ 28�8+ • 29.8+ CONC. WALK + 28.5+ + + 26.9x �- 28.8+ 28.5+ 28.3+ - --� -- ;- 28.�0' - EXIST. y \ 28. i+ 28-------_ ;--.- - - -- _ -- ----- 5 VALVES 29.37 29.40 \ \ --- -- 100. 2 F2 \ >t 28.9 3 1t-- 28.31 6\ CONC. WOODED AREA \ 28.8 \ + 28.4 i � \ x \ 27.8 x 28.8 \ +- 28.6+ 32.3 x' 34• \ L- x 28.23 ram) \ 29.2+ �. _ TENNIS COURTS o TENNIS COURTS o _ 1 j 10 ELEC. SERV. 28.5+ 28.4 x 28.8+ 26.9 1 ` l x - EXIS1 SEPTIC N 0016'45"W 810.64 N S 00 06' 46" W 560.16 N , C1' ��--SOUTH LINE SEC. 22 - 36 - 39 00 27 �i 22 \� -SE CORNER OF - -- - - _ -- - SEC. 22 - 36 - 39 26 i 23 I • i 27.6 x 28.4 x 0 4i}, 3q ' E 512��,26 S 54 ° 03' 26 "' W 19.91 / LEGEND (SYMBOLS) 0 SANITARY MANHOLE •PINE TREE 'MAGNOLIA TREE / RCEL 17 �� • 100.0, \29.4+ 28.5 \ 28.8+ r ��\ BENCH MARK\ \ NAIL IN 12" PINE ELEV. 31.41 cn \ \ OD OD Oo j, 28.5x \ OD- \ 28.5 \ x S 010 33' 2511 W 31. 770 N 88054' 56" W 265.37 28 , 5+ WOODED AREA 28.45 A -a ELEC. FP&L �, / TRANS. 28.7+ 28.5 x 31.0 x (" Zx29.5 �� 31.5 31.7 TEE 31.9 31.8 x28.4 x28.6 -ION MAP N.T.S. 0 x28.9 LO � bA y O U •� O O O � O Q cz Cd 4-4 � O � O �42 °o u 20 'Oi CC G� cd a- M 0 `�' c+ k � � M co O `� cd �F 1 O � � O v; cc U •a � o cz ^.� cz •� `n. W .0 o a cc O U �U' O U O O. u aq LEGEND (ABBREVATIONS) INV. = I NVERT ELEC. = ELECTRIC CONC. = CONCRETE TRANS.,= TRA14SFORME R F. F. = FINISHED FLOOR ELEVATION 1RRIG.= IRRIGATION TYP, = TYPICAL SERV. = SERVICE EXIST.= EXISTING x00.00 = E XI S TING ELE VATION N.G.V.D.� NATIONAL GEODETIC VERTICAL DATUM N.T.S. = IJOT TO SCALE �30.9 _-x31.3 EYMINARY ff -DRIVING RAN(NOTIOR /CONSTRUCTI r SITE PLAN MINOR REVISION (S) / APPROVED O.ATE: 7-l -7 SPTk(./PEP. r L_ I NUAI IL_ . ----BROWN I NG , FERRAR I & I IE1_LSTR01`1, I NC . CONSULTING ENGINEERS. PLANNERS d SURVEYORS BLDG. 5000. SUITE 104 210 JUPITER LAKES BLVD. JUPITER, FL. 33158 STUART. FL. 33497 407-746-9248 407-286-3883 2222 COLONIAL ROAD 2065 15TH AVENUE SUITE 201 FT. PIERCE. FL. 34950 VERO BEACH, FL. 32950 407-567-2156 i07-461-2+50 i JUL 15199E CEVELG?M.ENT C®N1DR1iTY I- (_ DATE PROJECT L12/12/89 NUVIBER -SCALE 89-421 L_" = 40' TOPOGRAPHIC SURVEY LOCATED AT RESERVE GOLF COUNTRY CLUB SURVEYOR AND MAPPER'S SIGNATURE ,q A/,e/ 0. HOWARD DUKES PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA NO. 4533 L.B,F.H. CERTIFICATE NO. LB. 959 5/28/90 MRH MRH RE -ALIGN CLUBHOUSE DRIVE a _ PROPOSED CLUBHOUSE 5/1/90 ADD U.G. F.P.L. CABLE 4/18/90 MRH ADD U.G. SOUTHERN BELL 4/12/90 MRH ADD PROP. CLUBHOUSE AND EXIST. 8" PVC WATER MAIN 4/10/90 MRH ADD PROP, CLUBHOUSE DRIVE AV -4-si vni J__ i-G-7(p r'L_U1 rAlo 1 J.rau L.L.Ut1 rTUUst LLIUA 11UN5 - 332 10, 911 PF: 89252 1719 18-Dec-89 10: 33 AM / 89-252-1 HOLLY WEBER we ENGINEERS, PLANNERS, SURVEYORS 601 South Federal Highway Stuart, Florida 33494 (305) 286 7770 DRAWN MJD CHECKED DATE 30JUNE84 SCALE V-50' J O B NO. 282-01-04 SHEET 1 OF 1 SHEETS ti x a ._ + 7, #� i a f° =-d" M111. A. :� (,OfrTNINAL�-MANNOLft _ REO CLAY SRICK _ am MCIMFORCED pAtic SECT/ON iKETED TO LO. C 0 f W • . W .' � t hi �E� o sA i4. 1=- 0114 IffIRE 4'-0" MINIMUM`e • a. Sat ME$H c 4' p Arm !'� t, �' •�� � y EC "NI 12 04 $LOPE �•/ F K I � CENSER EACHWAY A10 = x J t' VIE A y4 l2�0'N CEITE�'�� , 1 "'1 1. BRICK MASONRY CONSTRUCTION TO, BE STUCCOED WITH CEMENT PLASTER iNSIDE AND OUTSIDE. 2. WHERE Y.C.P. IS USED. THE FIRST TWO JOINTS OF P/PE AT All INFLUENTS AND EFFLUENTS OF EACH MANHOLE TO - ME A MAXIyUM' OF 21-0P IN LENGTH. 3. PRECAST CONCRETE TIM 2 ONLY. ('4400011"tL) 4. LIFT HOLES THRdW44 PRECAST -STRUCTURE ARE PERMITTED. S. SEE TECHNIOAL SPECIFICATIONS FOR PLACEMENT OF CONSTRUCTION JOINTS. J S. ALL OPENING$ SHALL BE SEALED WITH A WAT,ERPROQF. NON -SHRINKING GROUT. O T. A FLOW CHANNEL SlIALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW STREAM. S A-C COLLAR MjGj_ SE USED WITH PVC. PIPE. 0 MANHOLE Son 4p PAPS 7 ,/ TR PEIz PLAN c ON c . 54A,9 3 -ry. wl 6"xc,"--WI.4-t W t4 FAgRtc A17-G�ff'RA©C S tQTlO N 0.0 # MITERED END DETAIL 4" P687-AAND c.EMENT- CONCRETE 6" CO M yRc T h-P Stiff GRADE 6" 5'L 6" p s Do a a�a �°v � � p'q0 a ° a °D A a .4A .4 A] SIDEWALK DETAIL Lace LAKE 9 �� hV. -7 lVOrE - Carr fro/ e/evaf/o.r f147ER h9 BE PLACED W/1 20' OF MAIN DRAIN. 8s wa /e EXISTING CONCRETE a' F,q F</�� 2 0 /. / z--� ELEV. OF POOL RIM TO BE 30. 0 7� PUMP HOUSE SLAB N89� 00 48 E 25&.80 POOL PAT10 TO BE SLOPED 14 'ram• tiT NB(o ' I7'35 "E 250. 33 PER FT. AWA Y FROM RIM TO MEEr EXIST, GROUND. Aj /9° W!M/TERED ENDS INV. Z5. /7' G N37°3727E 7.77 ,h�1 ��j' f%-V I' r ' lob[a , .po. " Q C. fir. 90 N 8 '10'36"E V39.73 11 . • �9A NBB� "/0 3G E 6 of OD �oO, '►/ a\ C $HOUSE ; 6 v _ •h c ��Io � m � G � 0 C�;. N F.F. 7 5 °► Con cre}e SW. 4,C ao 3�. ce , C. B. T C T. C. 3 T.C. 4 T. C. I ° I D r a i A T ie Id �q v. °Zf 30 I'o 8 6' zl It OLF CART 19 0 + e° ST °RAGE BUILDI G 1 1 n✓.Zf'�3 L' C If A anerefe sidervapp .%A �I T.C. 7 T.C. 8 T.C. 9 tin, 1 jF 3D.D W- A/•, ��� T C. 6 o tip (601%f'" BCCMP ell 70 21 /20' I 1 fere4es D U ,Ak,. `ti 3 1 0 yb cart Pack. �9A � ll ,{.0. 6GU 14 I- I v 9 • % �� g ry III (V4 Fi H 0.19 % s/a e ` s' /32. 91' _ o e tti � /•¢9. ?3" JI �O � . �� I) � � ry��1 �b is �7 Ilk tiLE cb- I ! S ACES, -I + co,Jt �, �. 1 NDI APPE c.e.� irk a3. Phase Z .-+ N , SPACcu o Go $. 7 S P C h qy4 �To ,P9S 24 PACES IA aI ! b I AIM or - 3 20'1(10' SPA E \ h I� PArki49 5 Q ° v .) m Space YG �: a MI q • ca 0 Z $' �' ��' �� 0 790 -18'2s" I y %� SwR[E 0 �� J• \i '\ 01' II40'-/B" S2 . - tccInP 1 d err Ss 1 witer ea' error �/�O /' Co. hb � A- ��. b'I - g 9 ry0'�$ I 114 S w A t / �e 2 4' / 5%, lV B9' OZ'10 "E 16. 0'- /0 /'/ GG I I A _- A CO � � I a, I O I oI• R � is h Q N M Yt 5 Q C C cn I CA Q H aUl \ \ u ( h i ti o I R �� a I �,h � "d• 1n AO �' 0 a y 1 N Q a y I N es I all _< 0 1. 11 / k C a O I h 3 k 35 cd f CLU B HOUSE DR. _ Note, See tyfica( manhole for Structural defai/r Precast cone. come Fin ic/r Grade 24" via. leanhole ? 4' frame r: Cover p "< -' S-ir fl Brick e 7 a 2 ! + '- ? course of - � _� Min./ b •i � � �.. � �v OX PLAN ,l'•I a SGro+• TYPE E ° • ,' i Appro. WupM 465 Lb, N a� :c ,r 0., CAST IRON CRATES e IA re SEC'g0tt : h SHALLOW MANHOLE TYPE E � t DETAIL CATCHB4SIN 0 swa /e T.C. 10 !L Z-0-P 3, 33 33. T- 2wale 2,17755 S 88° 14�' 17W 80.18+ -- suc ie s4pie 28.0 26.0 Z 9.8 SECTION A - A la �' 23.31 �p I� 'TEIJNIL C` outTS -R2LOC.a 4B�/t" Bccr�a . � -1 >r D W2I.96 •¢ - 2 . 5' •� rv/..: Peres in✓i .'� �i ,f '�ccMP �\ 5,Z1.73 ZV Z) .5�.�%I.MrV11iuFj /B 0 '0 7. s/c�� wie.�te eJ eM d, t -- re: :zb � �2' I 0 W 3 0 5.7 8 ' S 8 9 0 41 N, C., / sr� &V = Ii> I�Irs� l.lwl� zLuca��� M.H. o ���o S� �DIsuG�u��n All CVoNs��oTla.� roe 27.70 -'' � �'ss NV. 22. /9 Corr f'-o/ e/eva tton .2-1.0 � � r 7 [SATE: SPTRC REP. .20' 14. 5' V. SECTION B - B 20' H. 21V. ?7.70 2727 9 SW.1 !0 SECTION C-C zo' H / 5' V N 6' 5' L 18' 10'L .24' 3 s. sz 3 2 9.5,?' z7.52 Sideua/k 28.1 SECTION D- D /" _ zo , H. /" _ /O' V 6 / A.sPHA/T/c Con/C. 509,FWCC I ' r Q Q d. a 8" COMPACTED S096,? IDS W1,, B. V 0, 75 P. s. / /n / N. 4" lmER0cIr Co InP//CTEP TO 9 8% PER AAs y T O r- Pao DRIVEWAY/PARKING LOT DETAIL Note T"-Z;mer°ck bale %n �ar/.ng /a} an/y, Roadway re9u�rer 6' tr �• o0 ore / / - ,`♦ o► sr� / 1.3 9. 2 A C R E S = SABAL'CRUEK m - u'i1•t6'95T PHASE Z \ I tS173 • u•arPc PLAT-POOK 22. PAD• if u.W'cexc 2TG.•e .6T. LUG• BOUNTY. PLOR+OA ' I p /cc veHausE 'OR.. VNPLATTIO 4 UNPLATTHD ' SITE LOCATION. MAP F. PETER WEBER, P.E. NO. 27376 HOLLYr, WEBER IN( ENGINEERS, PLANNERS, SURVEYORS 601 South Federal Highway Stuart, Florida 33494 (3051 286 7 770 DAAWf11 MJD CHECKED DATE 30JUNE84 SCALE 1'-SO' JOB ND. 282-01-04 SHEET 1 OF 1 SHEETS IQ 4k x 27.3 35.3 60' EXISTING RESIDENCE SAND g TRAP 295' 37.8 28.6 = x 40.5 8.5 31.9 1j --I F.H I 30.1 30.1x 28.12 x 30.5 21-09 F P 5L x 30. I x 29.5 TRAN, 28.D ' G I 27.5x 27,81 8" PVC W.M. * '� •,, 32.8 I 28.8+ i x29.7 29.9 9• • S I MANHOLE TOP 29.05 S �� 29.5 - CONC. PATH 29 28. 2 INV. S. 21.05 = '- NORTH 27.9 x INV. N.21.10 \ �- 29.8 ,..• . 1 TOP 29.04xHONE 80X _ PRACTICE 0.7 I 29.11 S 2• e \` 29. ?�9.5 PUTT I NG r INV. N. Is.eB "." VC t2s.9 ` 29. "29.a GREEN 29.5 29A ` l Mes 'U \ 28.7 \p FPL TRANS. PAD 30•0 I I NV.W. 19.04 28 • i+ TOP 28. 71 + �\ M., I 27.9+ 29.1 ATV 27.9x INV. E.211 92 r30.0 \`` BOX I x 0.5 ��� \ ` 29.83 9.9 T I I 2s.39 LATH \ 9T8 2,9. 2 x29.7 y j 29.05 29.09 + 29.44 30.1 HOUSES ,/ �%� / �29.39. O ' * * + 28.9 x �f 24' EtEC-3B 30.6 t METER C 30.8 4g O � 29.8 1 �rnrn + 28.0+ $ '' % s , 29.97 1 Ii \ \\Fp ..s,a.20.�1 i ; CART ,� Q 29.45 �UNOFRG�'\ ' i+ 29.5 + 28.2 °` Q ! h 30.05t { • SHED • 29.3 v(0 29.7 \ • \ O� I x 30.5 WOODED AREA 30 24 � C B i :y1 2 15 4g 30 WOOD WATER � S 4 �F 1 \ 28.2 ��?8.0 TOP 29.02 29.31 0 �2 2g RAMP METER + + 28.5+ 1 N V. W. 22.44 92 �yFR 4s 31.8 I N V. N. 22.48 29.64 29.52 629.9 ` 1 kF. H \ �\ �4Ci 9+\ \ 28.2+ * 29.2s 29 s2 • I 27.7 CONC. 29.67_ 2 ' 29.06 29.6 \ +2s.so 29.5 27.8 29.82 7 x30.3 F rn 4. 28.1 '29'20 ;1c2 ` p< 1 ,' 6"PVC 29.9+ 'r WHOLE TdP'29.57 \ Q l \28.5.. 28.2+ 28.3+ 28.8+ 29-17 SWALE N.INV.= 28.77 ( IN S. 23.07 ; +3 l�at 28.97 ie.14 S. INV.= 28• 9.8i 2+.34 27.4 29.8 29.92 s INV. E. 25.05 = ' 31 31.4 J 9G,c� \ 30.8+ 33.0+ +30.7 29.8 30.2 31.9 28.7 / •5+ 3\ 0+ 27.7+ 31.1+ + + + 28, 31.5+ 3i.7 92. � CONC. PATH + \ " 3* \ • 12 • _+ ._�8�7� - �2__ � _28.8, `g INV. 25.50 +TOP OF DITCH +35.5 \ �- 28.4 30.4, 29.14 9.39 29.81 0.9+ 31.6 4 0 24.4 24.9 25.4 INV. 25. 44 --.� \ * - -- 2 + MAN HOLE TOP 35,62 �i6.11 i- -� 2' NC -FLUME - _ \ - _ 1 8• 29.6 $ 6.1 .. \ PAD F. P. L. TRANS. + ---- 1� _ __ __ _25.8 2B.1 INV. 26.77-� 29.26 a INV.= 26.84 + INV. W. 30.25 NV. \ \ / 15"c.M. - -_-,: 35.5 23.97 - 29.4 -- --- 28 e - - -- �/J 15"C.M. ~ + 34.6 34.65ra - \ ft7.8 - 30 o+-- L _ 29.9+ _ �� O r + 9.90 9.79 s 36.E 44.7010 f TOP OF DITCH % - % +30.8 '�• / � hRRI G. VALVE p 21;<•�>s E � 2 CONC. FLUME // • 10 1010t. 29.25 12"C.M.P ��29.4 o 17.00 0 r �15 C.M.P. if. b CATCHBASIN 9.96 34.76 r, +29.3 1 % \ f1L`""" 9a2 e.00 ,� f � ..:�..,.. ., .. `TOP 28. 77 \ f + 9.00 1o + 27.67 + 27.86 �. 31.3 5.57 .� 8.00 30 .» .. +26.55 +28.93 +29.41 INV.26.91 + s 3] 2 F�CISIINC� `Z� I NV. 23.72 Ti9- •� . --Y.�rti. :. «-..* Ol + 2 .I9 30.0 i Id' OS 2e.65 tsn� } 29.39 * 30.38 36.56 CLUB ' a LIGHT (TYP.) ', Q,. • CATCH BASIN + e.00 HOUSE l\ P 27.68 29.48 F F. = 3T 88 TOP OF DITCH 10" .�C 10 10 ff'9• .(I2 C.M. 10' .04 �` \ ',1\` - _ - " ' z 29.1� f 3.40 \ 24. ` 27.5 \ i �A INV. 25.53 12 9.23 6.16 •�+� 4 2 - 27.8_ \ 29� j�� 10" 29.26 x, 6� ` p.00 19.90 g x 29.4 \ 29 . / ny 28.9 7 sj'( 56 . 2 -f \ / 2 9 6 +0.26 3.30 53.60 + 39.30 .0 \- 10" --- -_25.5 _ �Lm 3 + 29. 4.70 ,Lg i. --- + 6 } 29.5 + 12 2s.72 29.66 30.12 IT '3 35.6 + It'7+- • 28.E INV. 25.42 2s.3e 2962 33.10 34.87 To � 30.8 �•,� e . + �ZEMD Y EP 12 �12� \ + ASPHALT PARKING 30.+3 + 2' CONC. FLUME \ (TYP.) � + 28.99,'wi-x-rx1- 32.4 + 2 8.1 283 � _i 36 1�EaN n-{ N 3 . ,� , PROJECT LOCATION x 29. i / ` ;� i- : R _& s SI,l3' 34.2+ 31.36 x 32.06 CONC. PATH X27.6 + 30. 8+ ` `;�C`\ M � #,�...... 33. i* 33.5+ 29.8+ 29.5+ + 27. 9 ,7 33.3+ + 29.0 + 2T. 7 30 0 \ , `r` \• 29.94. + 30. 1+ 30. 1+ 29. 5+ EX I ST. 28.6 28.T �• + 2e.74 27.7 VALVES x x \28.7+ \ 34.0+ • 29.7+ e ` �` 30.1 + 30 . i+ 2829..50+ 27.8 i x 28.0 32.1+ 029.8 C 28.5+ 28.20' EXIST. 28.9 \ 28.8+ \ + VALVES 29.40 x 28.8 28.5+28. i 5 . 26.9 3T * \ \ �' 2 8 100. 2 5729 2 x 28.93 x \ �`� ` o s CONC. 28.31 WOODED AREA \ \28.8+ \ 28.9+ DECK \� 28.4 \ x POOL 27.8 x 28.8+ 28.9+ `t^ 29.31 28.8 �1 x 28.23 + x 29.96 28.3* \ 32.3 TENNIS COURTS x o 29.2 -� - \ + TENNIS COURTS o - `D o r 1 j cD tO co ELEC. 33.0. SERV. �I v, 28.5+ ` 33.0' 28.4 28.9 28.8+ \ BATH HOUSE 26.9x x ` \ I EXIST. - F.F. = 32.17 WOODE N 0016'45"W 810.64 S 00 0646" W 560.16 N j 31 6, 1 --SOUTH LINE SEC. 22 - 36 - 39 cor 27 j 22 SE CORNER OF SEC. 22-36-39 26 i 23 1 27.6 x 28.4 x 0 44 , E S 12 - 1B 26 S 54 ° 03' 26 " W 19.91 28.5 x LEGEND (SYMBOLS) 0 SANITARY MANHOLE PINE TREE 'MAGNOLIA TREE / �-PARCEL 17 \29.4+ 28.5+ 28.6+ BENCH MARK\ ! NAIL IN 12' PINE ELEV. 31.41 (N.G.V.DD. 28.5x \ \ 28.5 \ x S 010 33' 25" W 31. 70 N 880 5456 " W 265. 37 I , x 28.45 ;co A -a ELEC. PANEL FP8&L 29• O(� TRANS. 28.5 28.0 28.8+ � AHIIS SCHLITT & BRENNER, P.) � 17171NDtAN RIVER BOULEVARD SUITE 202B P.O. BOX 2589, VERO BEACH, FLORIDA 32961 'TELEPHONE (407)562-1716 CERTIFICATE AAC000434 z es„ MEMBERS/AMERIC�,1 INSTITUTE OF ARCHITECTS 31.5 31.7 TEE 31.9 31. x28.4 ST. LUCIE ION MAP N.T.S. L x28.9 �o C:. In by � c 4-4 ° a v O •>~ O .�� 40 O 0 w cd p+ cd O r-i v 4-4 cd 4-4 p U ON '• OF' Cd �" U .0, a4-4 O � ctl � Off, O ' 0 `4-4-4 a OF 2 LEGEND (ABBREVATIONS) INV. = I NVERT ELEC. = ELECTRIC CONC. = CONCRETE TRANS,,= TRANSFORMER F. F. = FINISHED FLOOR ELEVATION IRRIG.- IRRIGATION TYP. = TYPICAL SERV. SERVICE EXIST.EXISTING x00.00 = EXISTING ELEVATION N.G.V.D.r. NATIONAL GEODETIC VERTICAL DATUM N.T.S. = NOT TO SCALE 29.5 (p1(�k'ED f'OP.Gi�t � �� fig! 12uI`1'I ONc.V ,+T - --%31.3 PRELIMINARY DRIVING RANGE SITE P09CONSIkl1TiOIV 1 / MINOR REVPON m / APPRQVED x 1.2 GATE: SPTRC REP. DATE j PROJECT 12/12 /89 NUMBER If SCALE . 89 - 421 " = 40' -j TOPOGRAPHIC SURVEY LOCATED AT RESERVE GOLF & COUNTRY CLUB 7/9/96 RICKII A SURVEYOR AND MAPPER'S SIGNATURE 0. HOWARD DUKES PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA NO. 4533 L.B.F.H. CERTIFICATE NO. LB. 959 5/28/90 MRH RE -ALIGN CLUBHOUSE DRIVE 8 PROPOSED CLUBHOUSE 5/I/90 MRH ADD U.G. F.P.L. CABLE 4/18/90 MRH ADD U.G. SOUTHERN BELL 4/12/90 MRH ADD PROP. CLUBHOUSE AND EXIST. 8" PVC WATER MAIN 4/10/90 MRH ADD PIMP. CLUBHOUSE DRIVE 2ATE I BY REVISION PLU I EX151 ] N6 CLUES HOUSE LUGA I TUNS - 91] Ph: tlye5e- 1/ 1y lb-Uec-tly IU: CC AM / na-eac FIEF. 96-251 '::' r_.'1?',1 :;�4C2/D SITE PLAN A o° 170 , 9 q h� 160.00 160. 0p • � 2 9 ti� C4;;, 158 �2 ° • � O ^ 11 e • 31 �r J� 3 �. o 20 61.55 4- ~ 1 0 G CT� O C� I 4 m v 108' S1 153 . 49 114.53 120 .05 7r. 3 ,- JD 1 10 L L2 / O 1 9 ,u�1 3 o /� G1- ,54„W ti ; 3 o 4 ��t19' % ti2 0 L 9 N y o `013 p 3 3 m 3 3 m o ry ry a 0 4' v v 6 N 1 0505 p3 m v rn rn o m 6 f Q 5 G1 �� tifo co to in ry c in N I O c0 �► m r- h co co co `� a� Q'/ I Q� 3 'q rid m C, 9 m 8 m m �, ,��5� A� 1a� �� 1 ti Ln 10 P V ti CD m Z m Ul ��� S � � '1 S � Z 3 Z z 1.�1, '' c3 / G S 04'55'58"W 217.16 1 C14 G ' 19 � '7166q 120.00 A17 ti p� 13 G15 _ 97•86 56.61 115.00 ��� I C4 120.00 - 73.52 PLAN o \ / C32 C 3 �- _ -_ [- ---- L58 C44 � 12� 12 ��i y ,f to 3'� N �6� C34 114.00 114.00 N 16 Cra 8 'Z� 7 C43 v 9tii' _p� 52.38 0� D O dtl...43 2s •02 ,Oq 1� �. iv �m 122.88 128.58 C41 C42 m tr� 5 �o w 1 +� � O 7310 �4290 N 1 90 s� 02 w 20 � r' �i �; rn 74 J 92.13 7 0 G`� sN• 'Q 21 I �' I N 13 J e3 - - air�na� - 13 �,� sue. 19 " 24 0) 25 w' 1O m 11 J 12 1A3. I L10 O Nam\ •m v� Gr�O I N I o 13 05' CURVE DELTA RADIUS ARC TANGENT CHORD LAS m m 114.03 52• 1 3'46'52" 627.65 41.42 20.72 41.41 , 118• 6`� m I m 11q,03 2 11'52'02" 627.65 130.00 65.23 129.77 0 2 2 Jm 50•p3 N 120,99 3 12'08'50" 627.65 133.07 66.78 132.82 r N ^� 88,83 4 1'38'43" 1618.61 46.48 23.24. 46.48 N ry 40 v 50 5 5'26'3B" 1618.61 153.79 76.99 153.14 1 4*90 0. 0 �15 m w 23 O LINE BEARING uI"TANLF 6 0'32'43" 1618.61 15.40 7.70 15.40 co % J co 1 N 10'01'23"w 7 92'13'50" 29.Uu 40.24 25.99 36.U4 toI B (� �JO 2 S 56-08'30"W 139.99 8 42'50'00" 25.Uu 18.69 9.81 18.2E• C) v vs 9� ry 'Y 3 N 68'S0'52"W 6d.12 9 70'2B'52" 50.0u 61.51 35.d2 57.Iu �P 0 1 7 ^r. 4 86'1�'09"W 154.39 L11 N ti 5 N JI'F3'24"w H�.AC4 101 71'43'22" 50.00 62.59 36.14 58.5ti cmn L12 U coo m 6 N 3'28'31"w /H.JE 12 81'30'18" 50.0u 5d.67 29.IF 51.13 � ^ _j 112.36 I N b1'38'49"4 121.16 13 81'47'45" 25.uu J9.69 21.65 32./4 rl 8 S 50'20'38,14 14/.B/ 14 15'10'53" 36U.4d 95.9u 48.u3 9'.,::,_N 9 S 12'28'40"W 146.2b 15 15'27'14" 360.4d 97.21 48.9U 96.9e o L 10 S 14'52'54"W 132.81 16 17'30'37" 85.Uu 25.98 13.09 25.88 0 11 S 00'36'13"F 104.17 17 88'43'36" 25.00 38.71 24.45 34.9E 1 5 � 1 6 h^ 12 S 00'36'13"E 100.25 18 86'07'24" 50.00 75.16 46.73 68.28 _j Og' 13 N 89'23'47"F 127.99 19 60'18100" 50.OU 52.62 29.04 50.23 ti 14 N 22'02'22"F 131.12 20 62'00'33" 50.Ou 54.11 30.05 51.51 15 N 16'17'34"F 161.21 21 16'14'55" 145.Ou 41.12 20.7U 40.98 128.00 81.06 16 S 10'99'11"F 178.12 22 39'56'18" 145.ou 101.07 52.69 99.04 17 S 50'19'33"F 178.61 23 15'29'07" 220.Ou 59.46 29.91 59.28 18 N 70'05'20"F 142.0/ 24 19'15'19" 50.Ou 16.80 B.46 1b.72 19 S 82'29'48"F 179.18 25 17'50'20" 50.Ou 15.57 7.89 15.5u 20 N 89'52'08"E 189.61 26 69'36'20" 50.Ou 60.74 34.75 51.Ud 21 N 89'92'08"F IHc.HE 27 93'29'26" 50.Uu 81.59 53.14 72.83 22 N 89'92'08"F idu.1� 28 65'28'35" 50.Uu 57.14 32.1E 54.0H 23 N ed'0e'C*H"F 1"H.E1 29 44'07'39" 160.Uu 12d.23 64.85 12u.2u 24 N /2'2d'u5"F 14d.d9 30 11'21'51" 300.4d 59.59 29.89 59.49 25 N 63'93'0R"F 1bb.d1 31 26'56'26" 300.43 141.26 71.96 139.96 26 N b2'U4'24"F 154.9u 32 27'48'39" 30U.41 145.82 74.38 144.4u 27 N 62'04'24"F 143.8E 33 2'01'27" 3UU.4d 10.61 5.d1 1u.bi 28 S 01'32'10"W 2�./d 34 9'20'37" 630.Ou 102.74 51.4d 1Ur-.bd 29 S 59'42'27"F 3U.Bu 35 85'11'00" 25.Uu d7.17 22.98 dd.84 30 N 89'2d'47"F 1F.uu 36 21*19'31" 50.Uu 18.61 9.41 18.5u 31 N 01'47'46"W 21.1d 37 111'30'29" 5U.OU 97.31 73.45 82.66 32 N 16'4d'23"W 30.u0 38 62'21'59" 50.ou 54.42 30.26 51.78 33 N 76'43'23"W 72.06 39 70'28'01" 50.Ou 61.49 35.d1 57.69 34 S 88'36'34"W 54.22 40 90'00100" 25.UU 39.27 25.OU d5.db 35 ^ 88'36'3U"W 29.JR 41 0'44'22" 167B.6i 21.67 10.83 21.6/ 36 N 20'19'3011W 36.16 42 4'47'28" 167B.61 14U.d7 70.22 140.32 37 N 21'05'12"W 74.89 43 2'06'14" 1678.61 61.64 30.82 61.64 38 S 27'15'53"E 8.24 44 6*49'10" 687.65 81.84 40.97 81.8U 39 N 27-15'53"W 35.24 45 9'34'55" 687.65 115.00 57.63 114.8/ 40 N 02'38'11"E 33.59 46 1'48'44" b87.b5 21.75 10.BB 21.7E 41 N 35'5U'56"E d1.16 47 76'50'22" 25.UJ 33.513 19.83 JI.u/ 42 N 6U'15'55"E 27.33 48 13'34'05" 547.44 129.64 65.1r- 129.dd 43 N 67'12'42"E 2B.76 49 92'02'09" 25.Uu 40.16 25.9u dF.9d 44 N 67'12'42"E 16.00 45 N 47'48'50"E 11U.43 46 N 78'46'28"E 27.53 47 S 81'57'37"E 26.61 HOLLY. WEBER ! N( ;IN[ E FI'I ,/1NNf F�` ifY( )f 3` E iU I `�k )[ T f j f r�i jr �f m J u a N J � W 0 Q (tS IL LL 0 J z 0 Q E9 � j J Q � W a a IL W six o � LL O 2 W Q Q J a 0. a IL W H N ORAWN H.P. CHECKED DATE 7/ 12/84 SCALE 1 "=100' JOB NO 101-08-14 SHEET 1 OF 1 SHEETS 0 •• 50 • 100 200 300 SCALE IN FEET A� v 0 A 0 170. 94ci hry 160.00 160. PARCEL 5 PARCEL 4 s 00 J 00 6) JS 2 �� titi0 / i 001 8 159 22 i��/ D��S\ gyp' �0 5 /� o `118.31 1d DRAINAGE EASEMENT _ _ `� 3 v 0 i O �. o , ti G20. C � • ru — 120 .05 10 �H.P �� / 4 v I 108.5 1 51 — 153.49 — _ — , 114.53 — 5 co H.P CJp . 03' S4_W ; 3 L2 — �— 3 ; tv o N e T�� `� 0'10 L 9 N ti . N 0� 03 m ; co o N 5co 1 U G c 6 ru1g0 °D v00 2 CD I o I o m N CD 7m 6 Q G L. P 18 rU m 0 N .+ m rn �' m G2 \ N a u ^' ru !v 1 ru m m s m m In 6 1 1 N ��, p, 3 Q N m I m �, '� m N m Z m I N s 1 � n S 04' 55' 58"W 217.16 ��� 5 C14 —�sa A 97 Z "'-- Z 120 .00 120 .00 ��� �R v 17 ti2 �� 13 G1 i� `� 86 56.61 115.00 134.86� C I C5 C4 73.52 — �� �N Rv E -�,.a _ -g __-__�. *-- _ _ —_-- -— CA5 s 12 R S C32 3 _ — — :P — — - — L— C44 Zh ° N c3q �p CREEK ---i" ig4.00 L56 ,� N 143 ti ' U i14.00 v �'S•02,0 G ( i22.88 128.59 C4i C42 m C43 52.36 5 4 W KP In cD N 1 '1 -h� . 's0 6, w cu 20 co �, 14-92.13— / v'�° sN. rn `' 21 v i I m I m 4 N 13 63 13 y� sN 19 " 24 25 w' 10 m 11 N 12 r 1A3' c CI 01 ' NN,, ti H.P, �0 L48 m — 114.03 — 152• c� 8 I 118 p6 6'�, m co--l14.03-- o\ 22 �W 5().03 120:g9-- _ ru ^�83 N ru v 5()— .- 88 ' EASEMENT � � � ,23 p 10� DRAINAGE co O L 1 14 0 `' O I O ��� N JJ In coto fi cu. cn Q to, 0.j <9iS 9� ru h L 11 rN 17 ti cn L12 U ( °U IO,DRAINAGE pXZ ALL BUILDING SETBACKS TO MEET REQUIREMENTS OF n� M ASEMENN ST. LUCIE CO. ZONING CLASSIFICATION RS-4 e C21 C1 4 N 112.36 N o L O 15 n #16 ti 128.00 81.06 n Ch�rrn�� i HOLLY & WEBER, INC. i DATED: F. PETER WEBER PROFESSIONAL ENGINEER FLORIDA REGISTRATION NO. 27376 L HOLLY WEBER HOLLY,. WEBER,, ENGINEERS, F'L/\NNER�i, SURVEYORS 601 South Federal Hic� hvv�iy Stuart, Florida 33494 (305) P86 7770 m J Li in mi z W 3 u 0 a u a � IL LL O li z 0 Q � W � W Q � za w J o F a LL w ° W 13 Q a Z w a a Q13 DRAWN H.P. CHECKED DATE 7/ 12/B4 SCALE 1 "-100" JOB NO. 101-OB-14 SHEET 1 OF 1 SHEETS x 27.3 60' 117, i 295' EXISTING RESIDENCE I j 71 •.: �'a 1. . _ _ �-: _ .< $ '.,. _t_ _ , -.._. .... >. .. aFr-,_ y 18 th GREEN 35.3 SA N D - - -I ---- - TRAP PROJECT LOCATION 37.8 1 I p I 8.5 F.H 30.1 30.1 x 28.12 xxJ�FPSL 30.5 2 .09 I ' y" T RAN . x 30.1 x <�29. I u r I Ze.� 27.5x 27.88" PVC W. M. ' 32. I• - 28.8+ , - . 9.9 x29.7 S 9. • MANHOLE TOP 29.05 ` CONC. PATH I 28.2 rNv. S. 21.05 S 29.5 -_ t' , 29. I 27.9x x INV N.21.10 \ \ 298 NORTH I I TOP 29 04 CXHONE BOX ' • PRACTICE �f 7 24.4 \ // SS ST. LUCIE wE3T I n INV. N. 19.88 2a.n 2 • e '�.�� 29.9 5 PUTTING CTR ND INV. W.19.04 `��� 9.4t \ r I 27.94. 28. i+ \ 28.7 �pVo W +28.9 FPL TRANS. PAD+ 30.o GREEN 29.5 P 6. ' ,�\, \ 24. - ----- - - - - - ' 5 I29. 29.4 29. ( \ (� F10 TOP28, 71 29.1 �� a'%i 27.9 INV. S. 3 .5 �.� BOXV 2 29.83 29.9 3 6 x.92 *30.0__\ 29.395 29.09 + 29.44 A 29. 2 30.1 NOSE X29•7 ` LOCATION MAP IC_ + + + �28 9 fi 2 , .39. r n 30.8+ 28.0+ $ 71�1, 0 ar .13 111430.6 M ET ER S B 997 1 1 \ *yam i4aa ' C, 89.45 V1yQ fi Q R N.T.S. • 27.784 \ 29'- _ 1 29 � • 8 S H E D rQ t �O[�ND /G, SCHEDULE OF 'DRAWINGS: �!w� /� 30.05WCODED AREA i 0\ d 297 I x30.5 Q5' 24.9 F, 57 15 30 2 \ �4g 29.3 �O \ SP1 SITE PLAN/SURVEY \) \ 28.2 �29.0 TOP 29.02 29.31 49,p 3p /2 1A0oD WATER \ S �F + + 28.5 2g RAMP METER ��// K Al OF 7 DINING FACILITY - FLOOR PLAN, DOOR SCHEDULE, FINISH + 1 N V. W. 22. 44 92 fi �yF 4 6.7 24.3 SCHEDULE 9+ 31.8+ 28.2+ + • ?Ni. N.22.48 29.64 29.52 29.9 1 kF.H 4C A2 OF 8 TENNIS SHOP - FLOOR PLAN, ELEVATIONS \ + 29.87 2 Q \ G - C � +28.80 29.23 29.32 295 27.7 CONC. 29.06 � 29.6 \\ FQ A3 OF 8 DINING FACILITY ELEVATIQI{f i r 27.8+ 29.82. 2y� 7 �30.3 A4 OF 8 DINING FACILITY - MEN'S RESTROOMS, WOMEN'S RESTROOM M \ / S x 28.1 --'29.20 Q' x29.8 ��� �A A5 OF 8 DINING FACILITY - SERVICE BAR, EQUIPMENT SCHEDULE + „ 2'•, A6 OF 8 TENNIS SHOP - CABINET DETAILS 6 PVC 29.9 NANHOLE TC)P 29.57 • \ / X29.3 l A7 OF 8 DINING FACILITY - DESIGN SECTION, WALL SECTION \28.5+ 28.2+ 28.3+ 28.8+ 29.17 & SWALE N.INV,= 28.77 + qS 9.3 ' / AS OF 8 TENNIS SHOP - DESIGN SECTION, WALL SECTIONS 27.34 28.a7 ,. �° i 4 S. INV.= 28• 9.8i • . INV S. 23.07 , + INV. E. 25.45 = 31.6 + \ 27.4 29.8 2992 • 31.8 4314 <qcc S1 OF 2 DINING FACILITY - STRUCTURAL PLAN, SECTIONS, WrAILS 5 31.0+ 27.7+ 31.1 30.8 33.0 t30,7 S2 OF 2 TENNIS SHOP - STRUCTURAL PLAN, SECTIONS, STRUCTURAL + \ + 30.2+ 31.9+ 28.7+ 28 , - + + 29.8 NOTES 12' 12 „ 31.5+ 31.7+ 32.3+ CONC. PATH + , �J \ • • �� - __J _�_•/ 28.9, ;,• INV. 25.50 TOP OF DITCH I ,� �/_ E OF 1 DINING FACILITY - ELECTRICAL PLAN, LEGEND, LIGHTING / _24 4 29�4 _ _ 30.4; 29.14 9. 39 2ae1 0. 9+ 435.5 /� / ��, 23.5 FIXTURE SCHEDULE 24, p - -� - _ 24.9 25.4 INV. 25. 44 -.� 31.6 2 CONC. FLUME ----- _ *__- 25,8 28 1 INV.26.77 2g•2a deg +'ab MANHOLE TOP 35,62611 �` M OF 1 DINING FACILITY - MECHANICAL PLAN _ INV.= 26.84 S t36.1 F•P.L. TRANS. fi INV, �5�.M --- INV. W. 30.29 J / 23.97 - , 29.4 -- -- -- 28.8 1 \ PAD �- 35.5 ME1 OF 1 TENNIS SHOP - ELECTRICAL PLAN, MECHANICAL PLAN 27 .8 - -�- 0 „ M + 34. 6 34.6 tires - j ­17* ` \ ` TOP OF DITCH ;` �- 20.9+ -� p 15 C.M.. 29.90 9.79 36.40 10 10 '/\ f0" 7 10 1 2' CONC. FLUME (RRI G. VALVE 211r + 4 70 I I 10 1010 �10 • 12°C.M.P�\\\rg' %+ al !� 17.00� \' 23.5 `�.. \ i 1 IS"C.M.P, g .y ......�„�...,... .. � \\ CATCH BASIN a.98 a4.7s s.a � e•e0 + 27.86 +28.55 \ l + p0 S 00 + +29.3 "" "•^ '. +28.93 +29.41 INV. 26.91 31.3+ &57 8,Oo e• S. Z 33.0 yCh-lfi INV. 23.72 - - t-=«.w.•swa a=.«.�... Oa + 2 .19 19 r 2 ICI`' i 1 N6 C� I Id' STREET ~` 10m,2939 -9 �E.i� N 25.1 LIGHT (TYP.) j CATCH BASIN .� 0•34 as04 +s , CLUB �� p � �x TOP OF DITCH Ake 10� 10 10' ,a9 �2 C.M. TOP 27.68 10 � 8.00 HOUSE I Ta �UAI. pl�l�l � \ j INV. 2 5. 53 29.4s 12„ e. 29 9.40 F F = 37. 88 E►� PoKGN 23.9 \. �/ 27.8 \ 29� 29.2d 23��YT \ 2 28. 4 �� / 10 28.97 '( 6� (4.80.00 i8.90 '� 29.4 -_' 30.26 h6 X28.6 p' 5 -\ `L� 2 9 a3 29. ' + 3.90 13 ,90 f ; a3 , 30 0 • - 7 • 12 28.E INV. 25.42 , 28.72 r 2982 29.68 3012 17 36? 35.6 29.5 + - - -- �Q,_ � T ` 29.38 AS.10 34.87 eX 1J 1 �:�i"� 30.8 ��' 23- 12 'ZJ'12" rE 2' CONC. FLUME \ + ASPHALT PARKING 30•23 + 8. + D E� 23.6 (TYP.) R . -3 31•t ,•s..• + 32 4 28.1 1.1 u 28.3 -,� , .as ;s<tt,..*,e' • NEV SNDI° • 3 . 31.5 \ 29.1+ , ,�_` �.,: EiI.EV d 8� 2 34.2+ 31"38 s 32.08 CONC. PATH X27.6 9 \ 30.8+ ` <��'M .'"`� •.�..^� / 33.1, ~ 33.5+ 29.8+ 29.5+ 27. 9 31.7 TEE x28.9 30 3 30.0 + ,� + 29.0 + �`� • 29.9 + 30.1 27.7 31.9 + 30. i �•5 ' \ SEXIST. LEGEND (ABSREVATIONS) 28.6 28.7 x 28.7 \ 34.0 29,7 ��, + 30. 1 29.5+ 28.74 , 27.7 VALVES x \ + \ + + 30.1+ + 28.0+ 27 8 28.0 31. INV, =INVERT 32,1+ r �29.8 C 28.5+ 28.2 + ELEC. = ELECTRIC 28.9 \ 28.8 + EXIST. 26.9x x 28.8+ + \ 28.5+28. 1+ 28 loo. 2 iy2 VALVES 93 29.37 29.40 29.5 CONC. = CONCRETE \ \ x 29. - \ , 28.31 102.1 �3s TRANS.= TRANSFORMER CONC.• F. F. = FINISHED FLOOR ELEVATION WOODED AREA \ 28.8+ P` '' DECK x28.4 IRRIG. IRRIGATION 28.8+ \ TYP. = TYPICAL 28.4 \ x /\ POOL x286 SITE PLAN SERV. = SERVICE . 27.8 ���x MINOR REVISION (S) EXIST. = EXISTING 28.8 -' 28.9+ + APPROVED \ \sue, x00.00 = EXISTING ELEVATION 28.8 `J 29.31 32.3 x 2e.23 29.98 29.0 G N.G.V.D.NATIONAL GEODETIC VERTICAL DATUM 2e.3+ \ + -xDATE: ��'��- ` � T.S. =r. NOT TO SCALE x ; \ 29 2+ _ TENNIS COURTS \ SPTRC REP. \ a \ 1 j TENNIS COURTS O _ - 29.5 / i GO E� F'OP.GH ♦j` cD m r 1 _ _ ,o � ELEC. 33.0' \ SERV. 28.5 33.0' / PJr2-GvNulToly + 2s.9 28.x 2e.e+ 1 BATH HOUSE 28.9MIITX�' II %q�x FE F.F. = 32.17 WOODED /l � N 0°16'45"W 810.64 _ co I - S 00 06' 46" W 560.16 NI 19 1 NI � �I to I -SOUTH L I NE SEC. 22 - 36 - 39 OD I� 27 i 22 SE CORNER OF -----SEC. 22-36-39 26 i 23 I i 27"6 x 2 8.: x A„ E S � � �a. S 5400312611 W Ia . CI 28.5 x LEGEND (SYMBOLS) 0 SANITARY MANHOLE 09PINE TREE #MAGNOLIA TREE PARCEL 17 AREA. / ' NOT FOR CONSTRUCTION -DRIVING RANGE- -' // 29.6 / The purpose of this adjustment is to replace an existing 2,254 square foot cart barn with an / 11,982 square foot pro shop/office with cart barn to the Reserve Golf and Tennis Club. The 29.1 / total square footage for the project is 18,729. %31. 2 \ \ \ \ 28.5+ 29.0 28.84. CO 00 OD 0 ARCHITMfS SCHLITT & P.A• 0 28.5x \ CID \ 1717INDIAN RIVER BOULEVARD SUITE 202B \ 2 A P.O. BOX 2589, VERO BEACH, FLORIDA 32961 \ 'TELEPHONE (407)562-1716 CERTIFICATE AAC000434 2 8.S S 01 ° 33' 25" W 31.70 MEMBERS/AMERI INSTITUTE OF ARCHITECTS N 880 54' 56 " W 265.37 F LINDAHL. BROWNING, FERRARI a HELLSTROM. INC. CONSULTING ENGINEERS, PLANNERS d SURVEYORS BLDG. 5000. SUITE 104 210 JUPITER LAKES B, VD DATE PROJECT SHEET 12/I 2 �89 NUMBER JUPITER. FL. 33468 STUART, FL. 33497 407-746-9248 2222 COLONIAL ROAD 407-256-3883 (- SCALE SUITE 201 2065 15TH AVENUE VERO BEACH. FL. 32950 89 -42 I FT. PIERCE, FL. 34950 407-451-2450 407-567-2156 - (;; 4 O , (� _ TOPOGRAPH IC SU_3VEY LOCATED AT RESERVE GOLF 8k COUNTRY CLUB 7/9/961 RICKI SURVEYOR AND MAPPER'S SIGNATURE PROFESSIONAL SURVEYOR AND MAPPER STATE OF FLORIDA NO. 4533 L.B.F.H. CERTIFICATE NO. LB. 959 5/28/90 MRH RE -ALIGN CLUBHOUSE DRIVE 8 PROPOSED CLUBHOUSE 5/1/90 MRH ADD U.G. F.P.L. CABLE 4/18/90 MRH ADD U.G. SOUTHERN BELL 4/12/901 MRH ADD PROP. CLUBHOUSE AND EXIST. 8" PVC WATER MAIN 4/10/90 MRH ADD PROP. CLUBHOUCE DRIVE DATE BY I REVISION PLOT EXISTING CLUB HOUSE LOCATIONS - 332[0,911PF: 89252 1719 18-Dec-89 10:33 AM / 89-2527 REF. 96-251