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I • ; RAISED DRWINf IELD CONCRET^i• L- , Pt�OVEABI E • 11• I (�
• ,�►r 84TI� PATIOS r 6t_EAGNERS ExlsslrJc Dul�i)IrJG REmnvEo V.l
+ �`� az:t AT '' Q 4)i OWNERS
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I �� �.0 �:� _ ----------., -- - _ - -- _ - -•���_ _ 3 Lam--I'D�G�- ri �s
\41pLP 1. All plant materials shall conform to standards for Florida .
d` "'�� G f No. 1 or better as stated in "Grates and Standards" for
r / A T L- A Q T I I I nursery plants.
I Il f _
I I ( I 2. LandacapeAll candnTree Ordinancll es. the City of Sebastian's
I i I I 3. All lr.ndscaping shall be irrigated by underground sprinkler
1 1 system.
I
48 HOURS BEFORE DIGGING
CALL TOLL FREE
14004324770
U.N.C.L.E. UNDERGROUND UTILITIES
NOTIFICATION CENTER
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DATA
= RECREATION
TOTAL SITE AREA
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= 7,146.67 sq. ft.
- PROPOSED BASKETBALL COURTS
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PROPOSED PICNIC SHELTERS
= 2,880.00 sq. ft.
TOTAL IMPERVIOUS AREA
�
TOTAL PERVIOUS AREA
= 278,695.14 sq. ft. = 87.6%
Landscaping
010
Sq.Ft. (1 Tree/50 Sq.Ft.)
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Trees
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I•cooto-I=j Sq.4t.(1Tree/3500Sq.Ft.)
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'Trees
Total Trees Required
61
Trees
Total Trees Existing
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70
-
Total Trees (72oplo5B2
=
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Trees
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103
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SITE
ZONED
DATA
= RECREATION
TOTAL SITE AREA
= 318,196.00 sq. ft. = 7.30 acres
DEVELOPMENT AREA
= 318,196.00 sq. ft.= 7.30 acres= 100%
`
EXISTING BUILDING AREA
= 5,721.86 sq. ft.
PROPOSED ASPHALT
= 19,552.00 sq. ft.
PROPOSED CONCRETE WALKS
= 7,146.67 sq. ft.
- PROPOSED BASKETBALL COURTS
= 4,200.00 sq ft.
PROPOSED PICNIC SHELTERS
= 2,880.00 sq. ft.
TOTAL IMPERVIOUS AREA
= 39,500.53 sq. ft. = 12.4%
TOTAL PERVIOUS AREA
= 278,695.14 sq. ft. = 87.6%
DRAINAGE CALCULATIONS
1. WO RETENTION REQUIRED = 318,195.67 sq.ft.(1")(1 ft./12")
= 26,517.00 cubic feet
2. RETENTION PROVIDED = {[(160'+150')/2]*[(40'+30')/2])*(1') +
([(S5'+75')/2]*[(40'+30')/2])*(1') +
{[(125'+115')/2]*[(70'+60')/2])*(1') +
{[(80'+70')/21*[(35'+25')12)])*(1') +
{[(120'+110')/2]*[(50'+40')/2])*(1') +
[(460'+140'+38')*(10'/2)] * (1')
= 26,640.00 cubic feet
3. RECOVERY OVER 72 HOURS = 72 hr.(60min./1hr.)(60sec./1 min.)
[7.9x1011-6 cfs/(sq.ftJft.)](1')(26,640.00 cu.ft.)
= 54,550.20 cubic feet
(k value: Reference percolation test from adjacent project SJRWMD #42-061-0332NG)
I
Trees Along Barber Street • ,173' (1 Tree/501) • 4 Trees
Trees Along Atlantus Terrace a 50V (1 Tree/357) • ISTrees
Trees Along Tulip Drive
•
sy5oO
(1 Tree/501) - i Trees
Trees Along Fairfield Lane
a
130'
11 Tree/501) a 3 Trees
Interior Landscaping
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(10 Sq.Ft./Space)
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��
Spaces
Trees Required for Interior
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010
Sq.Ft. (1 Tree/50 Sq.Ft.)
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Trees
Non -Vehicular Open Space
I•cooto-I=j Sq.4t.(1Tree/3500Sq.Ft.)
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4c,
'Trees
Total Trees Required
61
Trees
Total Trees Existing
«
70
Trees (Credit from existing)
Total Trees (72oplo5B2
=
33
Trees
Tor,- _ Tne1'ss f' ovl oe
=
103
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MARTHA S. KIRKWOOD, FLORIDA P.E. #34377
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SECTION 2-2
C e o~
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•fir .. ♦ • ♦ � • s • • ♦� -a'
3000 e.. S. t, type 1
Cocrctrte fir. F. d O. T
SECTION 1—I sPecificotiot�s
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48 HOURS BEFORE DIGGING
CALL TOLL FREE
14100-432-4770
UN.C.L.E. UNDERGROUND UTILITIES
NOTIFICATION CENTER
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eloce Dot Den oe, Sod 3" d"unreenv orced Concrete
below cone. surface 6000 P, s.1.
1vorE: defer to e.a a r Qoodwoy - rcof ec P=o• •e
design Stondords lidex 0?7? 10� i 7�„
• oddrt�ono/ rnfo�mo��on. -
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61 ,%, At1 Concrete to
be .5000 e- 5. t.
PLAN VIEW
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RETENTION AREA
(TYPICAL) SPECIFICATION:
EXCAVATE BOTTOM OF ALL FOUR
RETENTION AREAS TO ELEVATI❑N
19.0'. REFILL TWO FEET (ELEV, 19'
TO 21') WITH TYPE ONE, WELL -
FULLY SOD
BOTTOM ELEVATION = 21.0' zi.° DRAINED SAND,
1=111=11 =�� � � V ti y� � y � _-I I I -III= ENTIRE RETENTION AREA, BOTTOM
I I=1 11—i I I— A — —I
I =III—III= IT_I EXISTING AND SIDES, WILL BE SODDED WITH
EI II—III=III—III 2.0 SAND —I EARTH
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• 19.0' 19.0'
1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE
SECTION CONDITIONS BEFORE STARTING CONSTRUCTION.
2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE
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t-1 P 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BE-
j`jTs ] FORE COMMENCING WORK. 5U&LMHc. rERmir CeaS wl" ss -a w.&1 /tsp•
1 4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXISTING
UTILITIES. THE CONTRACTOR SHALL CONTACT ALL CONCERNED
•
UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR CONSTRUCTION
-- ---- OPERATIONS.
} 5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITH-
OUT PRIOR APPROVAL OF THE ENGINEER.
6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE
APPLICABLE ORDINANCES OF THE CITY OF Srank&-grteN, FLORIDA.
7. BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION PREPARED BY
DAVID M. JONES, PROFESSIONAL LAND SURVEYOR, DATED 9111198
8. ALL DENSITY TEST SHALL BE PERFORMED PER AASHTO T-180
METHOD.
i 9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL
SUB -GRADE AND BASE WORK.
10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT
PROPERTY LINE.
11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 -HOURS IN ADVANCE FOR
ANY INSPECTION.
12. ALL TRAFFIC STRIPING SHALL BE APPROVED THERMOPLASTIC. THER-
MOPLASTIC SHALL BE WHITE FOR ASPHALT AND YELLOW FOR CON-
CRETE.
13. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH
M.U.T.C.D. STANDARDS.
14. ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE
SEEDED, MULCHED AND/OR SODDED.
15. CONTRACTOR SHALL REMOVE SOILS BELOW THE BOTTOM OF THE TWO
(2) PROPOSED RETENTION AREAS TO A DEPTH OF 19.0 FT. NGVD AND
REPLACE WITH CLEAN SAND (TYPE "A" SOILS).
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MARTHA S. KIRKWOOD, FLORIDA P.E. #34377
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