HomeMy WebLinkAboutSAVANA CLUB_GOLF COURSE_MAINT. BLDG_PRO SHOP.
OWNER: SAVANNA CLUB PROPERTY OWNERS' ASSOCIATION, INC.
Z
0
0
CONC.
EXISTING CLUBHOUSE
1 STORY FRAME
F.F.E. 19.66
CONC.
POOL AND
CONCRETE DECK
CONC.
GRASS
P A R C E L D- 2
Z 0 N I
SITE DATA FOR ADDITIONAL PARCEL N G - P.U.D. �\
ADDED TO EXISTING RECREATION AREA \\
X I S T E T. P 0 N D \
DESCRIPTION: PORTION OF PARCEL 5, SAVANNA CLUB P.U.D. \
\
ZONING: P.U.D.
PROP EDGE OF WATER \
14.0z \
ADDITIONAL PARCEL SIZE ADDED \\
TO EXISTING RECREATION AREA: 21,422 S.F. (0.49 AC.)
co \ \
\ \ PROPOSED BUILDING ADDITION: 7,200 S.F. 8" A.D.S. C.B. PROP. .> \
EXIST. EDGE-18 TOP OF BANK 'loop I
OF WATER IN 18' 0
16.0
19 8„ A.D.S. PIPE EXIST. I
IMPERVIOUS AND OPEN SPACE TABULATIONS CONC.
8' A.D.S.
EXIST. 18.5 C.B. 11
AREA WITHIN ADDITIONAL PARCEL TOP OF BANK l I S►NALE a - TpP 18 0 I x J
PROPOSED PARTIAL BUILDING 6, ( `- INV• 16,5
900 S.F.
PAVING, SIDEWALKS, ETC. 8,287 S.F. Ij 41'
OPEN SPACE {GREEN AREA) 6.235 S.F. ('In .1%j ! �^0 EXIST. EDGE OF WATER 11 !
TOTAL 21,422 S.F. Itl x ` 1 ! Ng.
AREA SOUTH OF ADDITIONAL PARCEL IN EXISTING RECREATION AREA ;� EQUIPMENT wgS�D FOR x�9 I x �w° EXIST. DUMPSTER /'
PROPOSED PARTIAL BUILDING 290 S.F. CHEMICAL STORgGE BLDG. .OWN `� EXIST. Tpp OF 11 i ! x TO BE RELOCATED
PAVING, SIDEWALKS, ETC. 925 S.F. I BLDG, BANK PROP. RELOCATED OF/
TOTAL 1,215 S.F. 18 5 3' \ 1 ! ( DUMPSTER
TYPE „D" CURB
II I I EXIST. PARKING__/
_
---IR, _ ;
AREA EAST OF ADDITIONAL PARCEL ADJACENT TO EXISTING POND 18. i II A � I
CONCRETE PADS, ETC. 1050 S.F. TYPE C 188 CATCH BASIN II j 19.0 I CONC. CONC. 1 ! /
TOP EL. 18.6 x �'\�' 19.2 INV. 17.3
GRAND TOTAL OF IMPERVIOUS AREA E. INV. EL.L. 15 15.00 � C.O. (` \. \ 1 g
ADDED TO RECREATION AREA 17,452 S.F. W. INV. EL. 15.00 0 � 19 4 �gx \ \ �g. ! !
P A R C E L 5
Z O N I N G- P.U.D.
x
10
M1
GRAPHIC SCALE: 1" = 20'
LEGEND
EXISTING ELEVATIONS PROVIDED BY SURVEYING FIRM
OF ATLANTIC LAND DESIGN.
018.2 PROPOSED ELEVATION
--�`-�~ FLOW DIRECTION
_18---- PROPOSED CONTOUR
)x /
215' ®0, 59' . 5 19. 5 - \ \ \ • ` / I ,y /
CONC. FILLED x� �1S.r CUB. // MATCH j
X /
1 26� 19,3 • STEEL POSTS -EXIST. !
l� 19.5 • �- i ® EXIST. 6" CURB /
Cl °x 70't „F„✓ Z_
10'�CUR13 &PUTTERx�� 130* .._y "'' !19.2` \\11 ��P�//' GRASS
11 OF 0 I GRASS.,
o fPHA W��� ®lcog/ry s9.7 EXIST ASPf TACT I ti \ \ '`- EXIST. 6„ C
20.4 '� SIDEWAL L T ugh EwFR
PROPOSED K �° •9 // \ \ ` \ EXACT LOCATION TOEXISTING CULVERT ONNECTING BE DETERMINED SIN
GOLF COURSE M 38 / \ \ FIELD BY CONTRACTOR PRIOR TO
BUILDING �.
MAIN I INSTALLATION OF LIFT STATION AND
AND PRO ` FORCE MAIN. CONTRACTOR TO NOTIFY
ONE STORY SfiOP o }~ 1
(7,280ETAL BLDG. I Ng'L I Q t \ \ \ ENGINEER UPON FIELD VERIFICATION.
BLD s.F. 'S
12' OF 15" A.D.S. NON -PERFORATED 20.00 DRAG I MAX G HEIGHT x oa Q I _ '°
" E F•F.E. 14 FT. o I a 1 O� �g LIFTPROSTED
ATION
\ \ \ \
PLUS 60' OF 15" A.D.S. PERFORATED i -� I (2)-8 � 20.60 M S L I w � I19.2
PIPE (360') U// EXFILTRATION TRENCH II WEEP HOLES 195 I MAINTE' 1 I II x 0 (SEE UTILITY DETAILS)
TYPE "D" CURB �� NANCE o0 1W9 II z
- _`----OUP` 0 x CONC.I I II m�� EXIST. PARKING .� \
TYPE "C" CATCH BASIN 18.6 x i PRO RAMP ro 1 II
\ \ \ \ \
SHO \
``----- �� P 20.5 2ti 11 ry�� I`\ °y `
�g TOP EL. 18.50 � -.. ``�. _, ,„,19.3 "'"`--19
x1 INV. EL. 15.00 �..
°� ` 18 20.0 6 x 2' c� ti° II 18.7 \\ `
a
STOP SIGN x io SIDEWALK C.O. o1 11
25'R
h 17 °, N 20. o I
60' OF 15° A.D.S. xCb RETENTIO AR �""_ `� 9� 119.3 11 18.5
..
1
NON �,PERFORATED PIPE 25 R ----� 4" '.V.C. BLEEDER � 1918 5 I 20
18 ` - ER 1 CONC. FILLE
� TYPE L. CATCH BASIN IP PI N. IN. 17.0 �g M 18 � 1 (STEEL POSTS GRASS
SITE PLAN z U TOP EL. 17.50
MINOR REVISION tSf ___ INV. EL. 15.00 �� S.B. 1 COm STOP SIGNti°3
x�g A = 07'22'29"-
JAPP�4yEA R = 1025.00' ` _ 7 EL. 17.0 CONC. FLUME
DATE: -- - ,/� ' � ' � "/ .o ...1- �': � � __.. _ L--�13,1.93 ,�g� -- � r � EL. 18.5 �n � �\® 8.0 � __,�__®„ SWA
- - x „� --18 Cd 17.9 17.9
A ®= 08'16 40 _ _ y OVERFLOW CONC. FLUME x .15 R
SPTRC REP. _ r I L 0 0'
I = _ 8-30EXIST. C.B. 18.2
` �^ BENCH MARK II MATCH EXIST.
I 1 RIM EL. 16.71 I I x'�N�-----�- �, DR
.
Z II
II
Q I I • TYPE "F" CURB
GUTTER
p I I 20.0
o n II xI
�t II
. -���II 19.0 0
10,
M' x l l N
12'
00 19.5 Z 0 19.75
�10' I I
_ „20.4
6" CONC. SLAB FOR xo i
EXIST. FERTILIZER TRAILER
SLAB ELEV. 20.2
SAND MULCH BIN
6" CONC. SLAB W/ I
C.M.U. WALLS o
CART ST
o
CRAB AP
The purpose of this adjustment is to provide an as -built site plan for a previously approved ` �.. - -- ( EXIST. F.H.
revision to the recreation area. These revisions include the following: - _ _ - -. - = _ ---
r
� � � I I ..--•• r
1. Removal of the fertilizer bin, fuel slab, and wash down slab adjacent to the pEXISTING PAVEMENT
ond;
2. Relocation of the sand/mulch bin to the north side of the building;
3. Narrowing of the pavement along the east side of the building adjacent to the southwest
corner of the pond;
4. Relocation of the lift station; and,
5. Addition of a concrete pad for the wash down slab and the chemical fuel storage building.
P A R C E L 5
O N I N G- P. U. D.
RETENtION AREA NOTE:
IF HARDPAN IS FOUND AT ELEVATIONS BELOW
THE 171 FT. M.S.L. CONTOUR THEN THE HARDPAN
IS TO BE EXCAVATED AND THEN BACKFILLED
WITH LEAN SANDS.
a!
7/ P A R C E L D- 1 II. -EXIST. CULVERT
/ Z O N I N G- P.U.D. TO LAKE
l
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EXISTING LAKE
1�.
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-� TO EXIST. LAKE
AN ri,99
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7/23 GENERAL
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THIS REVISED MASTER PLAN SHOWN HEREON IS A SnE PAN
REPRODUCTION OF THE APPROVED MASTER PLAN MINOR REVISION (3)
DATED 12/18/98 PREPARED BY CRAVEN THOMPSON & APPROVED
,ASSOCIATES. MATHERS ENGINEERING CORPORATION PAtE: II
HAS MODI
FIED THE PLAN AS REQUESTED TO SHOW v
ADDITIONAL PARCEL ADDED TO THE RECREATIONS R' - - .
AREA. PRE! IMINARY
NOT FOR CONSTRUCTION
MATHERS ENGINEERING CORPORATION S a N y C1 d 0 ]AC' .N
2431 SE DIXIE HIGHWAY
STUART, FLORIDA 34996 The purpose of this adjustment is to provide an as -built site plan for a previously approved
revision to the recreation area. These revisions include the following:
1. Removal of the fertilizer bin, fuel slab, and wash down slab adjacent to the pond;
2. Relocation of the sand/mulch bin to the north side of the building;
3. Narrowing of the pavement along the east side of the building adjacent to the southwest
corner of the pond;
4. Relocation of the lift station; and,
5. Addition of a concrete pad for the wash down slab and the chemical fuel storage building.
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MAJOR ADJU T `NT APPROVED
DATE 90
BOARD F CO NTY COMMISSION
90 - 0017 Chairman
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