HomeMy WebLinkAbout1993 - (#16) Clubhouse Facilities Proposed Expansion - Renovation,Pro Shop/Offices
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. 'CONCEPTUAL PLAN LAYOUT
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CONCEPTUAL SITE LAYOUT -
City of Sebastian
.MVlunwidpal- Golf Course
CLUBHOUSE FACILITIES
PROPOSED EXPANSION/RENOVATION
Peter W. Jones,, P.A.
ARCHITECT
.1627 U.S. Hwy 41
Sebastian,, FL 32958
407/ 388-1983
3-Harch-A942-
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SITE DATA
ZONING..............................PUBLIC SERVICE PS
AREA CALCULATIONS
LIMITS DEVELOPMENT ......
2220000SF... 5.16AC
... 100%
EXIST IMPERVIOUS ...............
899298SF... 2.05AC
...... 40%
NEW IMPERVIOUS .................49,2
2 3SF... 1.13AC...... 2 2 %
TOTAL IMPERVIOUS ........... 1 3895 21SF...3.18AC......6 2 %
TOTAL GREEN ...................... 86,479SF... 1.98AC......
38%
PARKING CALCULATIONS
4 WHOLE @ 18 HOLES....................7
2SP
1 SP/3 SEATS @ 2 5 0 SEATS ............ 8 4SP
TOTAL REQD.........................................15
6SP
TOTAL PROVIDED.................................1
9 3SP
REGULAR EXIST SPACES....................1 13SP
REGULAR NEW SPACES ......................72SP
EXIST HANDICAPPED ............................4SP
NEW HANDICAPPED..............................4SP
TYP. WHEEL STOP
GENERAL NOTES:
LEGEND
DESCRIPTION
BUILDING
FENCE
SANITARY SEWER
CLEANOUT
UNDERGROUND ELECTRIC
POWER POLE
NEW ASPH. PARKING ARE `
ss---ss----
UGE---UGE - - -
.pp —— —.Ip——
DEMOLISH & REMOVE EXISTING
PUNTER'S, PATIO & OTHER OBSTRUCTIONS
5' OUT FROM BUILDING PAD -
LAKE
NARDtt
PARK
4.
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i VICINITY MAP
OWNER'S ID.
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CITY OF SEBASTIAN
ri
1 N ei 2'R 0 1 I �bs 12 2 5' MAI N STREET _
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1 I I I' I I _I ;I; EXISTING I NEW �PO BOX 780127
I I ---- 66.71 I I CARTHOUSE I I � _ _ �.� SEBASTIAN, FL 32958
I I t Iu, I 1 ❑' 4; CLUBHOUSE I I CLUBHOUSEt� — _ , �' ATTN. CITY MANAGER
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REMOVE EXISTING FENCE ROBERT S MC CLARY
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I I � ; 2� " " 2 4' _" 3 t g I Z REMOVE EXISTING STRUCTURE'S (40 7) 5 8 9- 5 49 0
I I I Z" o � r' � o I a -- -
1 1 I 22o'R A = o10' 25'1 4" PERMITS REQUIRED ,
1 I I r
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I ► I _vu I RC UTILITIES
1 I I S e41 r3f W cLE�wo —li�:200'R
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I I 1 N N N --- 10' A= 02 09'230
8.33 R N 841 Y3,C E L= T0.36
I I T = 35.55' N.
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LITIES
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UTI\
1 I I ( LIFTSTATION 1 I -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- I
N89A4'E\�----------------------------------------------------------------�/
- - - - - - / I \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L_- __-_--__ _
coNsrnucnoN NOTES:
THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR
TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED AND IN CONFORMANCE THE CONTRACTOR SHALL DEMOLISH, AND REMOVE ALL MATERIAL AND DEBRIS
THE SPECIFICATIONS. HE SHALL VISIT THE SITE TO DETERMINE THE EXISTING FROM THE SITE AND DISPOSE OF R IN A LEGAL MANNER AT HIS OWN DENSE.
CONDITIONS PRIOR TO BIDDING. THE EXACT LOCATION OF EXISTING UTILITIES HE SHALL SAWCUT ALL PVMT. AND SIDEWALK FOR A SMOOTH STRAIGHT JOINT TO
ARE UNKNOWN. THE CONTRACTOR SHALL VERIFY THE LOCATION BY NOTIFYING JOIN THE NEW SECTIONS WITH THE OLD.
THE UTILITY HE SHALL BE S EFFORTS A MH �8�LOCATE E,� �� �o o VERIFICATION. SITE DEVELOPMENT PLAN ALL �o��T SHALL ��� PSI ��SPACEWITH THE TYP. DETAIL SECTION'
S INCLUDING THE REMOVAL OF
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED CONSTRUCTION PERMITS AND THE STRIPES FOR THE NEW HANDICAPPED SPACESIN THE EXISTING PARItlNf3 LOT.
BONDS PRIOR TO COMMENCEMENT AND KEEP A COPY OF THE PUNS AND SPECIFIC- NJ 1.=30, STRIPES AND PVMT. MARKINFOS SHALL BE THERMOPLASTIC AS INDICATED ON THE
AT10NS AT THE JOB SITE AT ALL TIMES. DRAWINGS. TWO SETS Of DIRECTIONAL ARROWS SHALL BE PULED ON EACH ISLE.
NO HELD CHANGES OR DEVIATIONS FROM THE DESIGN ARE TO BE MADE WITHOUT ALL DISTURBED AREAS SHALL BE SODDED WITH BAHU SOD. ,
PRIOR APPROVAL FROM THE ENGINEER. ANY DISCREPANCIES ON THE DRANANO'S THE CONTRACTOR SHALL PROVIDE WATER AT THE SITE TO CONTROL DUST DURING
SUL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING
CONSTRUCTION TO PREVENT A NUISANCE TO THE RESIDENTS AND GOLFERS.
WORK ALL AREAS SHALL BE CLEAN AND FREE OF DEBRIS AT THE END OF EACH DAY.
THE CONTRACTOR SHALL EXPEND THE SANITARY SEWER TO THE FACILITY USING
6' RING T1TE PVC SDR 35 ! 0.75%, SEE ARCHITECTURAL DRAWING-S.
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DATE .01i /06✓93
DES:
D.C.E.
DRW:
D.C.E.
CHK:
D.C.E.
DRW.
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LANDSCAPE LEGEND
DRAINAGE CONSTRUCTION NOTES:
DESCRIPTION
SYMBOL
THE CONTRACTOR SHALL FURNISH ALL MATERIAL
AND
LABOR TO INSTALL ALL THE
WITH SIZE
DRAINAGE IMPROVEMENTS IN ACCORDANCE WITH
THE
APPROVED CONSTRUCTION DRAWINGS.
HE SHALL BE RESPONSIBLE TO GRADE THE SITE
TO DRAIN TO THE RETENTION
DAHOON HOLLY
40wt1c.
AREAS AS INDICATED ON THE DRAWINGS.
7FT;15GAL
���I�*�
THE EXIST. DITCH ALONG THE WEST PROP. LINE SHALL
BE BACKFILLED WITH CLEAN WELL
DRAINED SAND MEETING FDOT'S SPECIFICATIONS
FOR
UNDERDRAINS SECTION 902-4.
CREPE MYRTLE
7FTJ 5GAL
WAX MYRTLE
3FT;3GAL;3FT OC °
I N DA HAWTHORN
2FT;3GAL;3FT OC
LANDSCAPING GENERAL NOTES:
ALL PLANT MATERIAL SHALL CONFORM TO STANDARDS FOR FLORIDA GRADE NO. 1 OR
BETTER AS DESCRIBED IN "GRADES AND STANDARDS FOR NURSERY PLANTS".
ALL LANDSCAPING HEIGHT, PLANTING, ACCEPTANCE, ETC. SHALL COMPLY WITH THE -
CITY OF SEBASTIAN'S LANDSCAPING AND TREE ORDINANCES.
I NV.= 16.8 8 E TO DRAIN /
_ _ GRAD _
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i 2�.� 2�' �tw'I►�, 2��' I I I
1 1 22 23 I I CARTHOUSE I
lC> I I 1 1 FF= 2 3.2 3 I
IN I I Chi I I I
I N N
18 0' 3 0" RCP @ 0.3 8 % I , i �I� Lf t' I i I
I LL /
I I 2 .2p
I I I REMOVE EASTI NG ASPHALT
I I I 2200
QRADE TO DRAIN I
ITO 23„- �— 2 —� - ,G1 THEN RESURFACE 1f
CONTROL STRUCTUR
WITH SKIMMER
TOP--
INV.IN= 1620
INV.OUT= 15.96
120' 30" RCP @ 0.38%
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24.9 ti
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EXISTING I NEW
I❑�4 CLUBHOUSE I CLUBHOUSE
I 1 FF= 2 5.61 t,*z
I IJ I I FF=25.61 ti
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DRAINAGE LEGEND
DESCRIPTION EXISTING
ELEVATIONS 26x31
-- SD -
STORM SEWER ----
CONTROL STRUCTURE
FLOW ARROWS - - -
NEW
2��
SD
0
23.00 CONSTUCT 2' STEM
RETURNS
WALL W/ STUCCO FINISH
�\ TO END OF
25.2 0
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2 5.5 7
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CIO
I I UTIUTIES 22 QO
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�— INV.__ 15.50_ -_ __ __ __
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_ EXISTING RETENTION AREA
36'18" RCP @1.40X-------------------------------------------------------
EXISTING DITCH
CONTROL STRUCTURE
WITH SKIMMER
TYPE "D" INLET
TOP=
NV.= 16.5 0
LANDSCAPING & DRAINAGE
1' =30'
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DATE AI/06/93
DES: D.C.E.
DRW: D.C.E.
CHK: D.C.E.
DRW. C-2
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PRJ. CLUBHSEc