HomeMy WebLinkAbout1998 Sebastian Lakes Master Site Plan (Box 11 #54). .. ... .. __ ___ _
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COMMON OPEN SPACE CALCULATIONS: I .
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REQUIREMENTS -
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1. 30% OF RESIDENTIAL LOT AREA o L
0.30 x 20.513 Ac. = 6.15 Ac.f1. f . ...
I I Z& i �n . LLJ A
N.T.S. 2. 50% OF OVERALL SITE AREA NORTH
to 0.50 x 54.15 Ac. = 27.08 Ac.f ..J Q .o F t
d PROVIDED: �� W o s
Z 1.) RESIDENTIAL LOT AREA U ,� u
K, Hti _. Z =
. . � 1: IQ a.) MAXIMUM BUILDING ENVELOPE (FIRST FLOOR) = 50' x 70' = 3,500 S.F.% �-� " z
G2- E
Zb%.) DRIVEWAY = 16' x 35' 560 S.F.1-1 I '
CR 512 N TOTAL (MAX.) NON -OPEN SPACE PER LOT = 4,060 S.F.* �P �p 9 O T
I L L*NOTE! BASED ON ALL LOTS WITH MAXIMUM BUILDING ENVELOPE - `� I Z /
v ACTUAL NON -OPEN SPACE WOULD BE LESS FOR MOST LOTS. , o c�"� �9�. 7k-N Ix • � .
. w P ,(� O
1.p c.) TOTAL RESIDENTIAL LOT OPEN SPACE = TOTAL RESIDENTIAL LOT �1 _ . . Z o R
. n Ia AREA (EXCLUDING LAKES AND ROADS) MINUS (4,060 S.F. x 98 Gj �° �YQ. S r .
. LOTS - 43560) w`�J�' �s� �� <v �� F
. d.) 20.513 AC.f - 9.13 AC. = 11.38 AC.f (RESIDENTIAL LOT OPEN AREA PROVIDED) , v o�� O'Qi �80, "Q
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j 1:. 0 CR 510,1. e.) 11.38 AC.f IS GREATER THAN 6.15 AC. // �F �Ow Co�'4z- }q JPO i D r��
.'. REQUIREMENT IS EXCEEDED. // TOCcF'I'l (iyOq,4,F��F COPS �� t w
// /��, �� �s,T F��q k q �,/G s 0
OVERALL SITE AREA /' q�%'OIt, er :9O,0 9SUS , 2 �� - - o a-
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r/� - "'� T�q To �,T _ o '�o Pam' *,• J ( E
a.) RESIDENTIAL LOT OPEN SPACE 11.380 AC. / O� q�. kJ '5q -* �► o
b. LIBRARY TRACT = 3.124 AC.f / /�� 1 �4. S, , O { = Y
F °
c.� EXIST. OPEN SPACE (CONDOS) = 2.914 AC. // I` l /I c&')O STD � ,iF,',�J = o
d.) TRACT E1 = 1.305 AC.t /� /,-_' /� I IVr t E`0 /q�JT ,)., �,` 0P°�'� I z m
e.) TRACT B1 0.628 AC.t // r/ \\ -1 _-\ Q� G G41 11 Q �-
f.) TRACT D1 = 5.478 AC.f / / \./ \ < w� 0 _J
TRACT F1 = 0.723 AC.
AI �/ /� C�- ..
h. TRACT C1 = 2.689 AC.t \ / ,--,-,/-, _ t L ,� LLJ
. . I VI CI I V I T 1 MAP L)) TRACT Al = 0.480 AC.t \\ / / //'/%�\ � �// \\ \\ 1o1 �Oo \, 41 / / \� to
j.) TOTAL OPEN SPACE = 28.721 AC. IS GREATER THAN /, ,\ I , i \ e, tiT 00 . G ` 1
27.08 AC. ,' \\ {' \^\ ��,i \\\� \_-i B,Q��1-� .1� <' 1, \\
60' TYP. / \ t , , L- \\ 'Py SFO ti�'\P4 i
50' MIN, I .% REQUIREMENT IS EXCEEDED. . // ' , 't� FO %
,/ /' ` \ //-'�.6 / \� aP / AC '- ,- 6j, R - 225. •
U I / / \ � _ a �,\r, , / \ :£i' f /,, T - 109.21
Q // r/ /� A O�i� "�' /� ,/ ,/ t r r / L - 203. '
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1 BUILDING /Q�°Gvr``' /I . �} 0� ��/ \` I / r �. -- -\J�� / 38 1 \ i, 11 �,
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EGAL DESCRIPTION - PER O.R.B. 1041, PG. 1918
It of Tracts C,D,E,& F of the Plat of SEBASTIAN LAKES - UNIT 1, according
o the Plat thereof as recorded in Plat Book 12, Page 11, of the Public Records11
f Indian River County, Florida, less and except Commercial Tract 2X, as1. o
hown hereon. ►..
5
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SEBASTIAN LAKES P.U.D. DEVELOPMENT DATA x
NTIRE BLOCK AREA & INCLUDING COMMERCIAL, COUNTY LIBRARY, AND
XISTING RESIDENTIAL = 54.15 AC.
OTAL COMMERCIAL • = 6.456 AC. ..
COMMERCIAL AREA:
OSELAND/FELLSMERE ROAD INTERSECTION = 4.414 AC.
W
ELLSMERE ROAD FRONTAGE = 2.042 AC. d
. A
.
XISTING INDIAN RIVER COUNTY LIBRARY - 3.124 AC. .. .,
Sec.: 14 & 23
RESIDENTIAL AREA: TOTAL RESIDENTIAL = 44.57 AC.
Twp n 31 South
XISTING RESIDENTIAL AREA = 10.386 AC. .
XISTING CONDO UNITS = 64 DENSITY = 6.16 UNITS/AC.. Rge.: 38 East
PROPOSED RESIDENTIAL AREA = .34.183 AC. � Design by : R.A.B.
PROPOSED SINGLE FAMILY LOTS = 98. DENSITY = 2.87 UNITS/AC.
.: Drawn by : J. W. S.
GENERAL NOTES: 1 � �L_- """�"� :
Checked by : J.W.M.
1, 117
.) Boundary and topographic information and existing .
facilities locations shown hereon as per survey data wM
provided by project surveyor, (Contelou, Herrora, & Powell, Inc.). . . -)O aM
1370 Sarno Road, Suite G Melbourne, Florida 32936-1525. n
Phone no. (407) 259-1525. Project no. S95-083. '-
2.)- Each lot will contain a 10' wide public utilities and drainage
easement over the front 10' of the lot, and side lot 'line easements, r-•I
. as necessary at all locations where utility pipes or drainage Q
culverts are proposed. A 7.5' wide easement will also be ,provided - >
along the rear lot line of all lots contiguous to the proposed/ °z
existing lakes.
3.) Phase lines shown are approximate and subject to minor w
adjustments based on final utilities and drainage design. z IL
4.) Application requests blanket landscaping/tree removal 0
permit as, a part of the p.u.d. approval process, in order Ltw
to allow flexibility in landscaping and relocation of existing ��
sapling trees on -site. � I
5.) 35' front set -backs required with 24' wide private road °
right-of-way. W
5.) Bearings shown hereon are based on bearing reference of 'N.37'43 45' E., - 0
9 9 Wo
Ix
Na.Fellsmere Rood). o
I n h centerline f County Road o 5 2
along o Co y ( ) a
easements shall I constitute
7. Allplattedutilit - and drainage ease e is s a also c
Y
..� .��
easements for the construction, installation, maintenance and •
Y
operation of other drainage and public utilities including but 0
T3
not limited to the following services: Cable television, telephone, •0
electrical, gas, sewer and water: o
8.) Tracts "Al" and "81" are landscape/open space tracts to be dedicated w
to the Sebastian takes Master P.U.D. Association, which shall be •
responsible for all maintenance. V
,. „ C
9.) Tracts C1 D1 and F1 are part of the private Drainage and �.
Retention Area Tracts and are to be dedicated to the Sebastian a
Lakes Master P.U.D. Association, which shall be responsible', (0
for all maintenance, in accordance with appropriate permits and 0 0�
approvals. The City of Sebastian will be provided the ability and access Q "'�
rights required to maintain these Tracts, in the event the (,association %M .4
does not meet maintenance requirements, and charge all costs to Q 13 a�
the association. Ix . 9-,
r " i recreation/open s ace tract to be dedicated w t`
0.} Tracts E1 s ap � � � �
to the Sebastian Lakes Master P.U.D. Association, which shall ® ..
be responsible for all maintenance:. A a �. a •:
I solely W o
Sebastion Lakes P.U.D. Association Inc. shall be so a
. Y Z 0 �6
reponsible for maintaining -all public and private drainage d V)
a O
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easements within the drainage retention areas shown on the a I-i C . H W
.,
.
plat and on the properties described in Drainage and Retention Q. P a�
Area easement recorded in Official Records Book __-__, Page , x
9 � w
_____ of the Public Records of Indian River County, Florida, for the I.-4 � C ,gO
a
purposes of providing adequate surface and stormwater drainage a Q o
i
f this Subdivision. and retention or t s Subd s � I
'' W " �
W
co
r E landscape �.,, to
r drainage facilit o a uat c
t abutting an Ovate bod 2. Lo s
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-riparian ri h with res ect thereto. feature shall not have anis � eat e a
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JAN 1 5199$ Sheet No.
- of -.
tr` v v - - - 5y
VIP C4O JR
Qp58
MITERED END
INV. = 16.59
In
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0
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W
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i • v yL' \ \ N \ t� f -' --
Q41 O EASEMENT EASEMENT
'P 1" ASPHALT
_ O e
V
2 0 2% d
O
Sec.: 14 & 23
6" LIMEROCK
��°�" 8- STABILIZED SUBGRADE
o / ' b ryti ti4 tJ c, Twp.: 31 South
:vQ` !V
'` //• �'L°•1,1e ,/ ' ^? 1 `1 ry0• �`V ��`\ � \�G / '4r1'Oe -
( East °`e��� fi ti" .,�T---•--•----...-------•—I'-• - �.ge.: 38
4Q .� pr \,I TOP - 4916
j `�'\/'/ / -�� /' l`/ ►r �pQ GO O a, �� INV. - 15.10
INLET 22
-�// ' ` 1 I`�� .,yo PJ�pkQ' IN ;4z1s
GRAPHIC SCALE o t�,•/6'G.
100' 050' 100' 200'� /__ 1� .M1,� / l • z41
b a11a
( IN FEET) / / `\ \) ,'A/ �- '� �- \ ti.>1° \�k i . 22.80
1 INCH = 100 FT. ,/ �/ , ./ ,,�'� " PG• � tip• ,ti �
A�5147'01'
lot
// // ,/ i-J`�a,���,,,•�`� //' ,/ �ti^ ti / I T - 109.21'
L - 203.35'
62
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PHASE
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CEO J� 46 1 I Q'� �J�°�~Po 1 v o w
58 35 67
ti°• P5� �� •yam � Q P�Pe`i. vP�- ��. �\ o ,�. .
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21 . ° 11 74 `,11
pcJ��O��� ,� /��' /,' i/' / .. �M' `��V I ry"� LAKE �-✓\^. 94'\^/--`
4.7, END \,� , ED 1
INV. _ 1TYPICAL LOT
<MITER--�- 1
\� <\,<./' ' / /'t• / \� ,� / � = I 87 / \ DING PLAN
IRLET
TOFI - 19.45/ / I \ 920 75 I 1
\ INV-I- 1a''
MITERED
++Se"°s �•.,�! ��e � A,S 86 � EXISTING 95 fs II
/ \\ 9 \ SHALLOW \
/ r / I 9 10 ,o sF 19 POND
\ti ) II
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8
_ 85
1 N . .54 S
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/ I I 7 \ 1802
MITERED END I
4TbP� _ 21.18 / ' I A 12,
\ '� /
1_ N77
TMED ENDr—1 / \\ 1 t 6113
I / PH AS 1 \\ 16 78
MITERED ENO 4 80
INV. a 18.59 , / / / \\ \\ , /'\ �\ \ `) \ \ _. i' /, ' 3
R161-/ET
i2.36 \ \82
< , \ t , , Q • // ETD PIPE I TOP
( - '� - MV. _- 14.89 - }} -i TOP _ 19.52
^ l / / \ i C� I I INV. - 15.52
,RQ MITERED END \\ \1 ^\\ <\ \\ \.i'`\\_ -/,/ ,oq�,M�T / I / INVV.1473 \ ` ' yr 1
INV. 15.70 , , \ , ,�� _ - 5 / / — ' `=
----------------
------------- --- ------- -'--
S894450 W 2099.13 Ij
---------- ------ II
GRANDURE AVE.-------------------------'
(60' R/W)
i lI
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65'
�
No
END C
•ABILIZED MARL T-TURN
'OUND (LBR 40; COMPACTED
1 95% MAX. DENSITY)
--
TFMP. CUL—DE—SAC DETAIL
(TO BE CONSTRUCTED AT PHASE LINES)
SCALE: 1" = 20'
i.
STORMWATER MANAGEMENT PLAN
I
j
THE PROPOSED MASTER STORMWATER SYSTEM WILL ATTE TUATE THE
25 YR. 24 HR. STORM EVENT TO PERMITTED PREDEVELOPMENT LEVELS
PRIOR TO DISCHARGE TO C.R. 512.
THE TWO PROPOSED COMMERCIAL TRACTS WILL UTILIZE THE WET
DETENTION LAKE SYSTEM OF SEBASTIAN LAKES FOR STORMWATER
TREATMENT AND ATTENTUATION (WITH 85% MAX. IMPERVItJUS COVERAGE)
THE INDIAN RIVER COUNTY LIBRARY WILL CONTINUE TO OUTFALL
INTO SEBASTIAN LAKES P.U.D.
LEGEND
EXISTING SHORELINE
PROPOSED STORMDRAIN
H.P. = 22.00
L.P. = 21.15
I
GRADE ® 0.3% (INVERTED CROWN =
I
Design by : R. A. B.
Drawn by : J.W.S.