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HomeMy WebLinkAbout1992 - (#6) Proposed Expansion & Conceptual PlanF�F Zia O 92 14" Im t�- POW W. )Ofws, P.A. 1647 U.S. HighwW One Sebastian. fiorWa 34958 407/306-1983 407/W-6165 FFLX AR 0013414 DEVEICA%*W PIANNMIG RR04ffEC RA* URSAN DESK3N I. - 5 N' 4 0 TIN v ANA- ....e ,- = mom, ------------------------- M I� � �+ s T R. �► � � COW1So,. PLOOfA Sebastian Municipal Golf Sebastian, Florida 2� acn-arlv-� �Z Course 40 �o �o 66- Sack ttp 4.0 Sepf �, /94S yYlern o (r Dra' lame a 601 Cotxrse- J6 RAI J LAKE C EXIST IZ"CMP \ LAKE B EL_F PROP. coNTROL STRUCTURE / sz o r = 15. s -WON LAKE \ A =✓ {{ r SCALE 1 200' 1� /7.3 6 500 SEBASTIAN GOLF COURSETj L LAKE O��- � 1 I F.F._2SG! MAIN STRL ET r GROSS AREA NET AREA LAKE AREA AREA t ACRES) (ACRES) (ACRES) 1 14.1 2 37.5 3 31.1 SUB TOTAL B2.7 4 28.3 26.1 2.2 .5 B2.2 75.2 7.0 6 B6.3 79.B 6.5 SUB 196.8 181.1 15.7 TOTAL TOTAL 279.5 181.1 15.7 J LAKE C EXIST IZ"CMP \ LAKE B EL_F PROP. coNTROL STRUCTURE / sz o r = 15. s -WON LAKE \ A =✓ {{ r SCALE 1 200' 1� /7.3 6 500 SEBASTIAN GOLF COURSETj L LAKE O��- � 1 I F.F._2SG! MAIN STRL ET r *O-CteMM4 PVD PROMW SebaStian municipal Golf Coufts,4w' Sebastian, Florida I'ow WIN d Peter W. Jones, P.R. 1627 US. Highwoy One Sebmtlan. fkxldo 32958 407/388-1983 407/589-6165 FAX AR 0013214 DEMOPMENT C PLANNING ARCHITECTURE i URBAN DESIGN JA F, I F---1 I Driving Range Parking CONCEPTUAL SITE LAYOUT 17i 0 10 20 Feet City of Sebastian IVlunicipal Golf Course Peter W. )ones,, P.A. ARCHITECT 1627 U.S. Hwy #1 Sebastian, FL 32958 407/ 388-1983 PRELIMINARY AUG 2 6 1992 Expst. A"?0e7h0le Top 07V El. (SIS Bul1f� CEGEIVO__ Ex�stln9 Spot Elevatlo�s Proposed 5po f &lc vo tion s In 0rol(-709e ftow 4rro w l�ddltlot7o/ 2rnpervtovs Surfoce FXr 6("-eng e,-77per vrUvs SvrfOCe Proposed Green Oreo N m P ��i 'v r I Q ♦ o-� � \ •2 123RD Lh 'pNO MAIN \ //�� r4 r6 ` llfq ---.. �! TE 0.4 Lj "} 1►ETTO tm7!� AVu NG _ 1 ' .roN S STIAN <<rn�ts of Oc veropmcn t 4, -CG = 3.39 4c, = Id 7, G 66 S5ec 100% '� \ IFosT RD AIRPORT �$ `� , , a`nT. P 1. ._ ER.- — D L C 0 31hAS71A;i O,P yl '(P �i^i_<jn n•ir Ar I < �E�F� ` r Exlstlt79 11?7toerv�ovs Svrfoce - 1. ?Q !c, - 5d, Old 5. f. = 36, a f !LI y \I( In•7i F �I I VALENCIA 5T -pL. I AIRPORT < AvacADo:�w' PINEAPPLE S' i 4 MANGO 1 VI ININGST' z Q% % CITRUS- AV _. TANGELOS _ /)ddefeona/ ernpctvlovs surfoce - O.81 mac. 35, ?8Q S F. - 23.8 1/O J rS �yyq - ORAN;E__ I- CALAMOrJDINV �12_- 0 _� AL ANDA AV SEAG CAPE I ST J/ / ��?Z ¢ i I-CROTON AV AV I 'I Tvt41 lrnpervlovs Surfoce = 2. 05 mac. = 89, 298 5 F. _ GO. 3 /o r� . HIBISCU5�1V Alf m �` •� n Fi F I w Z C_ E E A1! .-wl LIME p a ISTEVENSOP A),4,1: '- AV = = ALM IA to tol Grecn ,C>rec7 = 1.3� qc. = 58, 370 S. f = 39.7 01, Z 1p,. .�.. % EA �PA RK <. uJ1V g O P'1i.P�< y `(z Z "p COLUMBIA W 5� EL GAO A i ACADIA V t o I/� V W 9L KE 4 ¢ Z- � u`. vF DR I ~ ..DELAWARE IV Proposer/ Parken9 = e?O 4?C ulor J O CA PB LL KROGEL i w Z BETT4AVr �I -( < y„ y DEL MONTE I l'M SALEM AV GKE NS NT AV RD PA ERS w 0` O• JW a ; N Jr ol-�dt ca,o PATE SO +. "'� ST• DOCK AV 125 Tvtol 5poces ` < FRh ryr iRI) __ 11.0 `G rr acAeso �rPORT �jv. e! „�, RINK F�. ZI wwl JI3 < —, \ ! ILL " WALL m , "0 ,/ -'�,� z m O \ 11 t l w' Z r ree�r deg Exlst. Puthncj Green to be 1 j a6c D M 5 Y WA ��{ �p Im p fiAV�� m et IeCOCatE''J l lJ� V t( �clS> 1 0 >-ELLEa-- AFV ,- R' -----r CHELLO AV ----I— \ J ( aDA" AV G 10ROAN - SEBASTIANV �C Pt 1v,N �O tto�5 d 5to£ U�he�y /� �� � 71 SIE" -K ORSTER 1 A_VV1F HIGHLANDS 1 x N f 1D /- �e �o no5C / / �jy v Clrnits of Asloholt —L\'�1 CT m AV O H1 iI < , ~ I� l(J % 1.La oz J 1. �I� VVC !O(� POTOMAC A �, 'f' B RD AV �'a sJ IAF jl out, 1 ` /- t J �~i, POSE AV �,jP 1, BAI KS L . N -v, -AV- NASENA AV ESSEX P SNECA AV ) x L „�,�- l AT L R [ I �coNcc ¢ LL v '4 DRQ J,< u P a. y GRARDIR Ay Z HA w ©Exist, Paverrlent to 1 E Od gwole % [Z, N A [)E1 Fh1E[dt Iv t�; zL Grode 5 rerr�olr� and revel ve / / s 1� Brvv DAV a + ,IL N A / i -� / O OSWlGO AVP -3 OSOWEG AV ��� SS—'^� _AV SOY E;uJ+1 di J I I �a m'� MAV .y /� D`� -� — LORCA AV N , RC., .GTy \ T - 3,n LA.. -, _ J for post tl pie Oro«7oge 3/Q„Overlay QY pav( P 22 2 I I Tnn15 t TARPON A AlTOL r y _ ER iR[T11R7 j r- �+ �' qC �) Z I '^ < 1' �• i CANDLE u AV HUNT .A a 1 �o EX 1 J ��C�9 l�1 tC h ((- I I I JAMAICA AV / F P r`.. f Ci ., f^. r t, o'DEN Q AV <I /y�, J Z - a 4, '� -'OnQ KENOAII S CIR COhJVER AV o < "° "a 1 tC` / aroul 11A AV 1 ?P lam, i C IPE 'W ZI (' I UZ a!On west Pro ert �Cxrst. Conc, 1 ,�� a at�o0 / ,lo ,-� 9 �' y Cart lath - ,ev CARAr�AL DR x, ar° ., I -erre. \ /� �2 1!2' / vichviTY MAP 1 l •C�D- 7L' _ - � � I � \ Neo tc h Cxe os, _ _ _ / do Q �i(1 h , \ (� Conc. Elevo Iron 4. /-- \2�13/ Add •I `-_r.�'�. 2997 1. �— '' za 2 I;,, � ,-. . •• Exlstln9 Col-tcCetc �\Ex1St PavL-rRent to be I Grace Plonter �� �/ I C7yplcol) l -removed. Restorr Oreo I; Oreo to Oraln ^\'-. 81 _ 7(�s' �';.I( _ -1I - Conl7ect P�o�oosed Q PV. C. To �xlst Cleonouf 1 w� Gross o s s by wn C«/BNO�/SE — -� ' � ,.• i— Exlsl Selot�c lonl� � Orcrl�fleld tv be a°' I ; •' MAlNTEN4NCE �, h 2' >; L \' I)bc�r/dvn er occvrciance w/ 1,90 033 \yp,) +tip null owcV I f `� �1 Exist Conc . -� ;+ I, ry /.2c�r1o�n—i--�-C l N/1 TS OF 6 wooc 1'ost ��o 3� l/eCtico/ curb 2'\ (tyP) I —.-�`��-` DEVECOPMF'NT I o - I ' (see Oe�OI/ she CZ) tib ' 2j o 4 P.V.0 5'leeve For Cleonou t �,, / •` �--__ CID El`. 20.00 �nJo \ �. _ _ _ v _ _ L, : ;�_ o% ti 13' i S — � I• :- I q3: � Inv19.9 E=1. = 5 � - T- - -�-� — — - , J- — — — — — — --_- — — — — — — c�>� Approx 25 , O f rox. 25'- e2"C. N//. 2 C �\j o e �. « C.l✓1. P. to �e-e4wro"ec � 22, 2l• (ledo, o X30' G ' �11gh 9.10 ' " 4 ! a- +2 o �Z�•c. —wood fence --- — — — - -- -- - — — — — — — Fxest, love to l Z"C. M• P� IJrossed I�OrGCl�la m �� * t oc s Qemo�n 1?' -5 !?' 5 12 1 : Q tiff �� — \ — w P, P. 17 22' e5, . �. la ZZ _ lF 5. ce @ 10 1Z o \ u' I 2 ' S * .' 19 2191 ' � -- - -,/# I O � 9 I — — — — — — --- -- — -- — -- — — — lYce-2de , 5r n 2l' `-84 I OP7IOAI 1 - Stoblllze f2 p 9 * zl. -- _ �e �-c F.T P - 25 14spholt Orlve ��yp.)« I v ' and Gross overflow �� I �,> G_ �ti (lo hP gI FQCl,�ing 4re0 �+S-�rutrr 0 2l•� Cleonout o �� � z2' / E x e s rOwn p l <<� V•@ 1Ql �1 X18 vj sj l vice 10"= 15 C�j C3 c�r ti V' 00 o Z w Z Z 3 w y u w W m p N W 0 < m 0 i01 H 0 < u m l5Soc7C�1 15 5,0 2ce @ 0" 4 C1e 0170 "= 50 t 'L4 Z 4 u W F- � a m N oc s Qemo�n 1?' -5 !?' 5 12 1 : Q tiff �� — \ — w P, P. 17 22' e5, . �. la ZZ _ lF 5. ce @ 10 1Z o \ u' I 2 ' S * .' 19 2191 ' � -- - -,/# I O � 9 I — — — — — — --- -- — -- — -- — — — lYce-2de , 5r n 2l' `-84 I OP7IOAI 1 - Stoblllze f2 p 9 * zl. -- _ �e �-c F.T P - 25 14spholt Orlve ��yp.)« I v ' and Gross overflow �� I �,> G_ �ti (lo hP gI FQCl,�ing 4re0 �+S-�rutrr 0 2l•� Cleonout o �� � z2' / E x e s rOwn p l <<� V•@ 1Ql �1 X18 5c li* e � l ?U � ti1 I rN / I 1 5 ce IV 1o' 12 ' 1 J T- rA ' 11 b --"------ ---- �--- - --------.---------- —\ �. �OConc. Wheel 5'to P (see de toil 5h t. C-2) aq *tit0 a� x h�See Shcet C-2 --— — — — - - 21,�h — — - — - - -- -- r ! I /wee \ �C�- � � -• ✓ -: -ole : _-. <�.�o _ _ . _ _ 7t ✓c' ,0 M4 50ttoCn(5ee Top of Wet [tie.! = 2?. ?5 detail Shy. C 2) n}d�"' x Z� — — Top of &Ge7� -- `1, --- IVO r6: Defer to Sheet C- Z for lie for Is, Genero l Notes and Speeiflco te'ons. SATE PLAN Score l,= 30' � Cxlst. l0' Eosemertt � 42CgC0de or7& 5eed Mulch G��st�r9 swaLas Pr-ovlcle P051teve 0roeno9e JAN 0 3 1991 1 W H < W) vj sj l vice 10"= 15 C�j C3 c�r V' 00 o Z w Z Z 3 w y u w W m p N W 0 < m 0 W x< 0 H 0 < u m 15 5,0 2ce @ 0" 4 l5 Z u 5c li* e � l ?U � ti1 I rN / I 1 5 ce IV 1o' 12 ' 1 J T- rA ' 11 b --"------ ---- �--- - --------.---------- —\ �. �OConc. Wheel 5'to P (see de toil 5h t. C-2) aq *tit0 a� x h�See Shcet C-2 --— — — — - - 21,�h — — - — - - -- -- r ! I /wee \ �C�- � � -• ✓ -: -ole : _-. <�.�o _ _ . _ _ 7t ✓c' ,0 M4 50ttoCn(5ee Top of Wet [tie.! = 2?. ?5 detail Shy. C 2) n}d�"' x Z� — — Top of &Ge7� -- `1, --- IVO r6: Defer to Sheet C- Z for lie for Is, Genero l Notes and Speeiflco te'ons. SATE PLAN Score l,= 30' � Cxlst. l0' Eosemertt � 42CgC0de or7& 5eed Mulch G��st�r9 swaLas Pr-ovlcle P051teve 0roeno9e JAN 0 3 1991 1 W H < W) vj sj V C�j C3 c�r V' 00 o Z w Z Z 3 w y u w W m p N W 0 < m 0 W x< 0 H 0 < u m U Z u W F- � a m N a .� W W W W < UZ� 0 Z 0 g J rnW U) Y/ (' Z = ~ o W m � _ r/ Q j V) r O r U < o W 0 z Z 0 In m o Q w m U) O 1 SHEET C-1 1 OF 90 -351 GENERAL, NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK. 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BE- FORE COMMENCING WORK. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING UTILITIES. THE CONTRAC'T'OR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CON- STRUCTION OPERATIONS. 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE ORDINANCES OF THE CITY OF SEBASTIAN, FLORIDA. 7. REFER TO SOILS REPORT PREPARED BY EMPIRE ENGINEEREING AND TESTING, INC. DATED 11/20/90 FOR EXISTING SOIL CONDITIONS. 8. TOPOGRAPHIC SURVEY PREPARED BY MASTELLER, MOLER & REED, INC. DATED 05/16/90. 9. ALL DENSITY TESTS SHALL BE PERFORMED PER AASHTO T-180 METHOD. 10. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL, SUB -GRADE AND BASE WORK. 11. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXIS'T'ING GRADE AT PROPERTY LINE. 12.. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. 13. ALL TRAFFIC STRIPING SHALL BE APPROVED THERMOPLAS'T'IC. 14. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WI'T'H M.U.T.C_D. STANDARDS. SEWER SPECIFICATIONS 1. GRAVITY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) CON- FORMING TO ASTM 3034 SDR -35, CLASS 160. 2. JOINTS SHALL BE RUBBER GASKETED TYPE CONFORMING TO ASTM D-3212 AND ASTM F-477. 3. INSTALLATION SHALL BE IN ACCORDANCE WITH UNI -BELL PLASTIC PIPE ASSOCIATION STANDARD UNI -B-5. 4. SANITARY SEWER COLLECTION SYSTEM SHALL BE IN ACCORDANCE WITH INOeAN RIVER CO(IN7Y FLORIDA. 22' QO'l2' QO' 22' Oce veNioy Ore (le woy POrhee-lq &"'evcLAI oy Wheel 5tvp � � yP,' , 5oc1 n n �e ,Uer Ploy/ n 5'c(f 5 h70,) �OL/rl7_C OetOi/ n/07E : For Removal of Cvgs e'e7g PovCrnce7t, acrnove Cxrsten9 05pholl e5a5e to o dcpth of 71/d,"" bc/ow Proposcd Grade, re placc w/ 6 " lrncrock or Covueno Base @ 98 % 0e05r ty per S�W-O I t80 orad l "%a Type 5-/ 49pho It 8-t lo�� Exlst�c� l frQ ry�c S-1 Asphol Asphalt _� Cort Pot17 G" <<rnerock oe Copeno Bose & 98°10 Densiy per 445iYro r -6e0 �Extstrng �Isprrolt Cart moth 7o accct ve 310 " Asphol t O vcr/o y to Cernit6 shown on Plan Vlcw. SECTION N. 7. 5, FIELD POUR `I STANDARD 8" 4'-0" I D F AT" BRANCH" PIPE INVERT — I B SEE PIPE P B OPENING u DETAIL 6" MIN p--4-NO.4 n ao DOWELS STANDARD LONG 6'' MIN.--7;..I�I - RADIUS ELBOW (TYP) .. .. I FILL CONCRFTE-� DROP FOOTING TO RE EXTENDED AND FACTORY FORMED. ELEVATION SEE MANHOLE EFFLUENT 9 INFLUENT DETAIL q 1:7(1�5L_ rm 2 I�CFUIr�� II �� r � � �w l.1 � loll-4�►�1.._ S�Op GGTP -1 L b I <O 0 ,/s ryPc S-/ gsohQ/f 1°loce bottom of Sod 9' &clow P0via-9 Surface 6" C&rncrock oCo�;u,'no Bose 98 �o Ocrrs�ty goer a! 5'NTO 7-45c �� 5'tob�l�zed ?,-ace cc 95 °lo Density per 445AI70 r- 660 f B U 50 -A-5PH44 T P,4VlA1!;F 4DE7414 / I � I I � I SLOPE ✓ - } ' L 2"/FT �{ � SECTION B -B TO BE USED WHERE DROP IS 2' OR MORE 6"x 45° / 6"C.1. PLUG 4 KIN, / CONCRETE PAD 4" THICK x 18" SQ. /--PLASTIC PLUG - /, TYPICAL CLEANOUT DETAIL N T S �Qodivs vEaTICAl- cvaa &,.' S. t Sce Asphalt l'ovrn9 Deto�l For Povin9 1nf0Crn0tl0n JAN 0 31991 I SHEET C -Z 2 OF 2 9u - .3 51' ff ^ M q 'w Y1 1 ►dl V O Z o w Z 0 Z 3 cl w y u � w Q W m w < w < O w m I< u -� 00 0 0 0 U Z W 0 N N N _ wWQ wW Z 0 Ln U OZ W Z U) = ~ O O ° J LL tn tn a a QD m O w Z 10 M z 0 - O < w } m U) O 1 I SHEET C -Z 2 OF 2 9u - .3 51' ff