369 10th St RES19-0329 Revision PacketDESCRIPTION ACCOUNT QTY PAID
PermitTRAK $50.00
RES19-0329 Address: 369 10TH ST APN: 170086 0000 $50.00
BLDG SUBSEQUENT PLAN REVIEW FEES $50.00
BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00
TOTAL FEES PAID BY RECEIPT: R15068 $50.00
Printed: Wednesday, March 3, 2021 11:46 AM
Date Paid: Wednesday, March 03, 2021
Paid By: MCANENY BUILDERS LLC
Pay Method: CREDIT CARD 429294552
1 of 1
Cashier: CG
Cash Register Receipt
City of Atlantic Beach
Receipt Number
R15068
I I I
I I I
~+; CENTRALSQUARE
Revision Request/Correction to Comments
City of Atlantic Beach Building Department
800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: Building-Dept@coab.us
~evision to Issued Permit OR D Corrections to Comments
Project Address: 31Pj IO~ ST(2.EE.. 1
Contractor/Contact Name: \L-E.v 1tJ S OWM ON
.. ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED.
Date: '2--/ +{-z..\
Contact Phone: 4 04-Ste,f-DQCf 9 Email: __.__~_E-_v _l u_@,_~_.S_-_A_p.c::,_H_1_,u:6 __ · _c,o_µ __ _
Description of Proposed Revision/ Corrections:
,Afrc.(l: touf/~Ano~ ftot.A /.£MO{ E.~1a.>EU-1.J4 , '2-f:.T~rJno.J A(2.eAS l~vt: Bt:.w
t.-(101f\ft> t>vG:-11? 1:HE: !tJt:.('t;I\Se ,.._, DE:pn--1 Of n+e. E~w, f(l-OM WltAr
.__._ILe____;;;_V..:....:..I t-l __ S_n_l.-O_)o...(_O_t-..l ____ affir m the revision/correction to comments is inclusive of the proposed changes.
(printed name)
j ~f proposed revision/corrections add additional square footage to original submittal?
No O Yes (additional s.f. to be added: ___________ )
•» proposed revision~c_orrec~ions ad~ add'.ti~nal increase i n building value to original submittal?
~No □•ves (add1t1onal increase In building alue: $ ________ ) (Contractor must sign If Increase In valuation)
(Office Use Only)
CYApproved D Denied D Not Applicable to Department Permit Fee Due $ _____ _
Revision/Plan Review Comments ---------------------------
Department Review Required :
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Reviewed By
Date
Updated l0/17/18
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Comp. By:
Date:2/4/2021
Public Works Department
City of Atlantic Beach
Permit No:RES019-0329
Address:369 10th Street
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires
that stormwater runoff from impervious areas be stored onsite. Volume to be retained is as follows:
V = CAR/12 which is the Modified Rational Method for estimating stormwater runoff
Where:V = Volume of Runoff to be stored (cubic feet)
C = Runoff Coefficient, 0.92, the difference between impervious area (C=1.0)
and undeveloped conditions (C=0.08).
A = Impervious Area (square feet)
R= 25-yr / 24-hr rainfall depth (9.3 inches for Atlantic Beach)
Onsite Storage Volume Required for Impervious Area:
Lot Area = 7,500 ft2
Impervious Area (A) = 2,721 ft2 =36.3%
V = 0.92 x 2,721.0 x 9.3 /12
V = 1,940 ft3
Provided Storage:
Area 1 - Relative Elev.Area Storage Sideslope:2 :1
(ft)(ft2)(ft3)
7.0 1,000 BOTTOM size:-2 X -2
7.5 1,285 TOB size:X
Area 2 - Relative Elev.Area Storage
(ft)(ft2)(ft3)
0.0 0 BOTTOM size:0 X 0
0.0 0 U size:0 X 0
Area 3 - Relative Elev.Area Storage
(ft)(ft2)(ft3)
0.0 0 BOTTOM size:0 X 0
0.0 0 TOB size:0 X 0
Inground Storage:= A*d/pf
Total Storage Area at TOB (A) =1285.0 ft2
Depth to ESHWT from BOTTOM (d) =2.7 ft, default is 2.0 ft, verify onsite ESHWT
Pore Factor (pf) =0.4 default is 0.4
Inground Storage Provided =1387.8 ft3
Required Treatment Volume =1,940 ft3
Supplied Treatment Volume =1,959 ft3
Kevin E. Solomon
571
0
0
Retention Drainge Calculcations- 2021 02 04 2/4/2021
-I
9
1
A-0.1
DRAINAGE PLAN
SCALE: 3/16" = 1'-0"
PROJECT
NORTH A-0.1
DRAINAGE
PLAN
TR
U
E
NO
R
T
H
36
9
1
0
T
H
S
T
R
E
E
T
AT
L
A
N
T
I
C
B
E
A
C
H
,
F
L
3
2
2
3
3
PROJECT #
DRAWN BY
DATE
SHEET TITLE
SHEET NUMBER
5/15/19
KES
1906
AY
E
R
S
R
E
S
I
D
E
N
C
E
IS
S
U
E
D
PE
R
M
I
T
S
E
T
10
.
2
5
.
1
9
1
RE
V
I
S
I
O
N
DR
A
I
N
A
G
E
R
E
V
I
S
I
O
N
S
9
2.
4
.
2
1
DR
A
I
N
A
G
E
R
E
V
I
S
I
O
N
S
8
11
.
1
1
.
2
0
+8.20
+8.25
+8.50
8.
0
4
'
8
.
0
7
'
8
.
1
7
'
8
.
3
6
'
8
.
3
0
'
7
.
8
'
7
.
8
4
'
7
.
5
1
'
7
.
5
7
'
7
.
8
2
'
8
.
0
0
'
7
.
5
8
'
7.
9
7
'
8.3
2
'
8.
3
7
'
8.
3
'
8.5
'
7.6'
8
.
5
'
7
.
6
'
7
.
8
'
8.2
'
7
.
9
'
7
.
5
'
7
.
8
'
7
.
7
'
7
.
5
'
8
.
2
'
8
.
8
'
8
.
3
9
'
8
.
2
4
'
10
T
H
S
T
R
E
E
T
4'
S
I
D
E
W
A
L
K
S 06°36'48" E 149.81' (MEASURED)
150.00' (PLAT)
N 06°36'03" W 149.54' (MEASURED)
150.00' (PLAT)
40
0
.
0
0
'
(
P
L
A
T
)
40
0
.
1
7
'
(
M
E
A
S
U
R
E
D
)
L-
1
(4
0
'
R
I
G
H
T
O
F
W
A
Y
)
LOT 32
BLOCK 13
LOT 30
BLOCK 13 LO
T
3
1
BL
O
C
K
1
3
LO
T
2
9
BL
O
C
K
1
3
LO
T
3
3
BL
O
C
K
1
3
EX
I
S
T
I
N
G
C
A
T
C
H
BA
S
I
N
=
7
.
6
0
'
BE
N
C
H
M
A
R
K
SE
T
N
A
I
L
&
D
I
S
K
EL
E
V
A
T
I
O
N
=
7
.
9
3
'
NA
V
D
1
9
8
8
EXISTING
WATER
METER
EXISTING
WOOD
POWER POLE
EXISTING
TELEPHONE
RISER
ED
G
E
O
F
A
S
P
H
A
L
T
LOT 34
BLOCK 13
EXISTING
WATER
METER
EXISTING
WATER
METER
ELEV. +10.75'
FIN. FLOOR
6" UNDERGROUND SOLID
DRAIN PIPE TO REAR
CATCH BASIN, TYP.
ELEV. +10.60'
T/O SLAB
+8.50+8.50
+8.50
+8.25
+7.50
+7.50
+8.10 +7.80+8.45+8.40
+8.25
LINE OF SURFACE DRAINAGE
DIRECTIONAL CHANGE
LINE OF SURFACE
DRAINAGE
DIRECTIONAL CHANGE
+8.00
T/O CATCH
BASIN +7.00'T/O OVERFLOW
CATCH BASIN
+7.25'
TWO-STORY WOOD
FRAMED HOUSE
GRASS PULL
OFF
TURF BLOCK
PAVERS (50%
IMPERVIOUS)
ONE-STORY
WOOD FRAMED
COVERED PORCH
ONE-STORY
WOOD FRAMED
COVERED PORCH
DOWNSPOUT, TYP.
EXISTING
FENCE
EXISTING FENCE
EXISTING FENCE
+8.25
EXISTING
2" WELL
+7.00
+7.00
8.3'
+8.20
+8
.
0
0
+7
.
5
0
+7
.
0
0
+8
.
0
0
+7
.
5
0
+7
.
0
0
32
'
-
1
0
"
41'-8"
37'-8"
19
'
-
6
1
/
2
"
19'-0"
6" UNDERGROUND SOLID
OVERFLOW DRAIN PIPE
TO FRONT CATCH BASIN
6" UNDERGROUND SOLID
DRAIN PIPE TO REAR
CATCH BASIN, TYP.
6" UNDERGROUND SOLID
DRAIN PIPE TO REAR
CATCH BASIN, TYP.
36
'
-
9
"
23'-0"
T/O CATCH
BASIN +7.75'
+
8
.
0
0
EXISTING 36"
OAK
NEW 6"
SYCAMORE
NEW 12"
PALM
NEW 6"
OAK
NEW 12"
PALM
NEW 12"
PALM
NEW 12"
PALM
NEW 12"
PALM
NEW 12"
PALM
NEW 12"
PALM
NEW 12"
PALM
NEW 12"
PALM
+8.20+8.25T/O EXISTING BERM T/O EXISTING BERM
+8.00
+8.00
+7.50
+8.00
+8.00
+7.00
+7.60
+7.90
+8.00
T/O EXISTING BERM
+8.25
+8.20
T/O EXISTING BERM
PLAN LEGEND
PROPOSED HARDSCAPE,
INCLUDING FUTURE WORK
PROPOSED BUILDINGS
PROPOSED COVERED PORCHES
PROPOSED GRASS PAVERS
PROPERTY LINE
EXISTING CONTOUR LINE
SETBACK LINE
DRAINAGE FLOW DIRECTION
CONTOUR LINE TO BE MODIFIED
NEW CONTOUR LINE
SITE SQUARE FOOTAGE:
IMPERVIOUS SURFACE:
MAIN HOUSE:
COVERED PORCHES:
DRIVEWAY (570 / 2):
TOTAL SF:
IMPERVIOUS SURFACE RATIO:
MAXIMUM ALLOWABLE 45%
IMPERVIOUS SURFACE RATIO (ISR)
7,500 SF
1,723 SF
713 SF
285 SF
2,721 SF
36.3%
DRAINAGE CALCULATION
DEVELOPMENT RETENTION
IMPERVIOUS SURFACE:
REQUIRED STORAGE VOLUME:
PROPOSED RETENTION VOLUME:
2,721 SF
1,940 CF
1,959 CF
SITE SQUARE FOOTAGE 7,500 SF
*CALCULATED PER REQUIREMENTS OF SECTION 24-66
OF ATLANTIC BEACH'S ZONING, SUBDIVISION, AND
LAND DEVELOPMENT REGULATIONS
TREE LEGEND
Sabal palmetto
(CABBAGE PALM) NEW
EXAMPLE CALIPER AS SHOWN 12" PALM
Platanus Occidentalis
(SYCAMORE) NEW
EXAMPLE CALIPER AS SHOWN
Quercus Virginiana
(LIVE OAK) NEW & EXISTING
EXAMPLE CALIPER AS SHOWN
TOTAL INCHES OF PROTECTED TREES REMOVED
REPLACEMENT INCHES OF TREES REQUIRED
(1:2 PER AB CODE OF ORDINANCES SECTION 23-33, TABLE 1)
REQUIRED INCHES FOR NEW CONSTRUCTION
7,500 SF LOT AREA / 2,500 = (3) 4" MIN. CALIPER
TOTAL REQUIRED INCHES OF NEWLY PLANTED TREES
161 INCHES
81 INCHES
12 INCHES
79 INCHES
TREE MITIGATION CALCULATION
TOTAL INCHES OF PROPOSED TREES (CABBAGE PALMS,
MAGNOLIA, AND LIVE OAK)88 INCHES
1. PALMS MUST HAVE A MINIMUM 8 FOOT CLEAR TRUNK HEIGHT AT TIME OF PLANTING
2. ALL OTHER TREES MUST HAVE MINIMUM 2” CALIPER AND 10 FOOT HEIGHT AT TIME OF
PLANTING
NOTE:
Magnolia Gandiflora
(MAGOLIA, SOUTHERN) NEW
EXAMPLE CALIPER AS SHOWN 6" MAGNOLIA
6" OAK
6" SYCAMORE
SITE PLAN NOTES
1.
2.
3.
ALL ELEVATION MEASUREMENTS ARE NAVD
EROSION CONTROL MEASURES (I.E. SILT FENCE,
SWALES, AND/OR DRAINAGE IMPROVEMENTS)
SHALL BE USED ALONG THE PROPERTY LINES TO
PREVENT IMPACT TO ADJACENT PROPERTIES
ALL TREES INDICATED TO REMAIN WILL BE
PROTECTED PER THE REQUIREMENTS OF THE
ATLANTIC BEACH CODE, SECTION 23-32.
INCLUDING, BUT NOT LIMITED TO, PROTECTIVE
BARRIERS AND SIGNAGE DURING CONSTRUCTION
ACTIVITIES