1639 Sea Oats Drive Tree 2014 Site and DrainageZ
LOT 5 \A0` o'P
BLOCK 5
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S S° 2
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° AREA 'A'
-2.51' gilik
BOTTOM elevation
DRAINAGE CALCS - PRE DEVELOPMENT
TOTAL LOT AREA 28,928 SQUARE FEET
IMPERVIOUS AREA 7,454 SQUARE FEET
PERVIOUS AREA 21,474 SQUARE FEET
DRAINAGE CALCS - POST DEVELOPMENT
TOTAL LOT AREA 28,928 SQUARE FEET
IMPERVIOUS AREA 13,624 SQUARE FEET
PERVIOUS AREA 15,104 SQUARE FEET
STORMWATER STORAGE CALCS PER ATTACHED COAG WORKSHEET
INGROUND STORAGE
3,821 CUBIC FEET
AREA 'A' STORAGE
5 19 CUBIC FEET
AREA 'B' STORAGE
44 CUBIC FEET
AREA 'C' STORAGE
27 CUBIC FEET
TOTAL TREATMENT VOLUME
4,412 CUBIC FEET
REQUIRED TREATMENT VOLUME
3,949 CUBIC FEET
i
I
LOT AREA CALCULATIONS
TOTAL LOT ARBA
EXISTING HOUSE �. GARAGE
NEW CONCRETP DRIVE
NEW CONCRETE WALK
A/C PAD
NEW GARAGE � BREEZEWAY
NEW BEDROOfYI ADDITION
NEW PATIO ADQITION
NEW POOL DECK
TOTAL LOT COVERAGE
% OF LOT COVERED
s NOTES:
/ for reference only �`S7�/fj R.O.W. 15 to be ful�y sodded and fully restored.
L0 T 9 Roll off container cpnnot be placed on City R.O.W.
BLOCK 5
o. Roll off container company must be on City approved list: and
\\ S cannot be placed It the R.O.W. Advanced D15p05al, RealCo,
\ Shappelle'S, WaStel�Management.
/�oN`'``� \\ LOT 10
g \ �,-o J %9 Full erosion control mea5ure5 must be Installed and approved
TOB elevation BLOCK 5 9J 7 O prior to beginning ny earth disturbing activitle5. Contact
/ �OV0 \\ E?'(p for reference only Public Works (2475834) for Er05lon and Sediment Control
In5pectlon prior to�5tart of construction.
\ - EXISTINGdd All runoff my5t remain on-site. Cannot raise lot elevation
° °
\ - 2 STORYT� without measures to retain runoff.
GARAGE °
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Final cjyadiil, to channel all 5tormwater into on -Site treatment
areas.
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6� O \ N JA UZZI d d a DRIVEWAY APRON:
a ° Must be 5" thick
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Midimum 000 P5i flbermesh
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4 PATIO 4 • From E.O.P. to property line
\\ ADDITION 4
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d{y{y • No reinforcing rods or metal
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OTTOM elevation \
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ADDITION ° ° ° ° \
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7.5' BUILDING RE5TRICTION LINE \ 4 4d d ° ° , d °
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BOUNDARY SURVEY OE` - -� _ _
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LOT 10, BLOCK 5, SELVA MARINA UNIT NO. 6, ACCORDING TO PLAT RECORDED a >
THEREOF IN PLAT BOOK 34, PAGES 51, 51A, 51B OF THE CURRENT PUBLIC RECORD — — � _ — — — _ — — — — — — S 6 3 2 3 9 t -o -le
OF DUVAL COUNTY, FLORIDA. V - - - - - - - - - _ _E _ _ 177'. 0 3' MEASURED)
°------------ (
S 630702__________________ _
AND THAT PORTION OF TRACT A, SELVA MARINA UNIT NO. 6, ACCORDING TO THE E 177.04' PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGES 51, 51A, 51B, OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY FLORIDA THAT LIES SOUTHERLY OF THE`
EASTERLY EXTENSION IN A STRAIGHT LINE OF THE NORTHERLY BOUNDARY LINE OF 5tormwater flow
10 EASEMENT FOR
LOT 10, BLOCK 5 OF SAID SELVA MARINA UNIT NO. 6. �A DRAT AGE UTILITIES
1TE DRAINAGE PLAN
Site Plan Information provided by: Ray Thompson +
SURVEYING, SCALE I "= I O' Vehicle Parking Space
4613 Philips Highway, Suite 210 `
Jacksonville, Florida 32207
(Phone) 904-448-5125
Fax 904-448-5178
I
28,928 SQUARE FEET
4, 1 7 1 SQUARE FEET
5,072 SQUARE FEET
107 SQUARE FEET
9 SQUARE FEET
1,74G SQUARE FEET
1, 2 1 G SQUARE FEET
430 SQUARE FEET
983 SQUARE FEET
13,824 SQUARE FEET
48.3%
EX15TI G TREE
TO D REMOVED
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TRANSFORMER
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General Notes
VERIFY ALL DIMENSIONS AND
CONDITIONS.
ALL DIMENSIONS ARE MEASURED
TO FACE OF BLOCK, FACE OF
FRAMING MEMBERS - UNLESS
OTHERWISE NOTED. j
ALL NEW PLUMBING FIXTURE5,1
TILE, LIGHTING FIXTURES,
CABINETRY, APPLIANCES AND
FLOOR COVERINGS TO BE
SELECTED AND APPROVED BY
OWNERS BASED ON
CONTRACTOR'PROVIDED
ALLOWANCES.
HVAC SYSTEM REQUIREMENTS TO
DE DETERMINEY BY OTHERS.
STRUCTURAL SYSTEMS
REQUIREMENTS TO BE DESIGf IED
* DETERMINED DY OTHERS. I
I
DESIGNER ASSUMES NO LIABILITY
FOR ERRORS OR OMISSIONS IN
BUILDING PLANS. CONTRACTOR TO
VERIFY THAT SCOPE OF WORK
MEETS ALL APPLICABLE CODE$
PRIOR TO COMMENCEMENT O!F
WORK.
No. I Revision/Issue 11 Date
General Contractor
PHILLIPS 5UILDER5
1 545 5ELVA MARINA DR.
ATLANTIC PEACH, FL
32233
Firm Name and Address
JOHN ROWAN DESIGN,; INC.
1 5 1 5AWGRA55 CORNER5
UNIT # IOIA
PONTE VEDRA PEACH, FL
(904) 759-7087
Project Name and Address
COLLIER RE51DENCE
I G39 5EA OATS DR
ATLANTIC PEACH, FL 3223:
SITE PLAN
i
.DRAINAGE PLAN
Project Sheet
2014-0048
Date
08/07/14
—f
Scale I 11 = 101 10f 1 SHEETS