329 & 331 Ahern St PLAT17-0004 Paver RevisionNote:
Wood decking shall be 3" above ground and deck board spacing at 16" .
PROJ AREA = 38970.18 SF
REVISED
APPROVED
�g �-/00 -If
-1504.08 SF (Existing Res. Easement)
TOTAL PROJ. AREA = 37466.10 SF
PERVIOUS AREA = 14094.91 SF 0
+ gravel = 2703.09 SF
+ 50% (1534.01 SF) turf block = 767.01 SF
+9.66% (6669.42 SF) paver with gravel = 644.27 SF
+ wood deck = 613.90 SF
TOTAL PERV. AREA = 18823.18 SF
IMPERVIOUS AREA = 18642.92 SF (49.75%)
July 18, 2019
PROSSER-
GommuniV,- Management - Energy - Relationships
NTS
C
0
0
CL
E
0
H
C
0
Q
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N
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N: 2178629.50
6" HEADER CURB
26' BLDG.
SETBACK —
10' E EC. EASEMENT
6' PRIVACY FENCE
(SEE LANDSCAPE PLAN)
N: 2178640.85
54"x4.3" TRANS. PAD
E: 530725.67
N83"21'50"E
r CONC. WHEEL STOP
(TYP.-ALL 9 SPACES)
6" RIBBON
CURB
54"x43' TRANS PAD
µ.ms
77'
SWALE
50 0 25 50 NOTES:
1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING
CODE & THE AMERICANS WITH DISABILITIES ACT. EXPOSED
Revision
AGGREGATE RIVER ROCK WITH EUCLID SUPER CLEAR DIAMOND II
SF
SEALER. (TYP. ON SITE).
2.
ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE
2nd SUBMITTAL
THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY
CONCRETE
BE PAINTED.
3.
a:
4.
GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT
6/1/2018
vE
5.
FOR GENERAL NOTES AND AS -BUILT REQUIREMENTS SEE SHEET C1.0.
6.
a
3/4/2019
UTILITY SLABS, ETC....
o:
SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS.
8.
ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS.
I
ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS
oo
OTHERWISE NOTED
10.
f�
11.
ALL NORTHING AND EASTING COORDINATES BASED OFF ASSUMED
.502.18
DATUM FROM BOATWRIGHT LAND SURVEYORS, INC..
12.
PLANS ARE NAVD 1988.
13.
SEE CLARY & ASSOCIATES PRELIMINARY PLAT, IN THIS PACKAGE, FOR
LOT LINES, EASEMENTS, ETC...
14.
WOOD DECKING SHALL BE 3" ABOVE GROUND AND DECK BOARD
SPACING AT 16" .
20' BLDG.
(SEE FDOT STD.
SETBACK N 2178651 47 N 2178652 86
INDEX 304)
E 530853.54 E 530865 46
PROPERTY CORNER
N: 2178664.14
R
Atlantic Blvd
*
TRANSITION TO
ZERO REVEAL IN 3'
F-
Cdr%d
Seagate Ave '`
i
0
s'
1
Nt
9thA�
NTS
C
0
0
CL
E
0
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0
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CDCD
Z
w
U
D
Q
U
Z
w
W
a
0
1
a_
N: 2178629.50
6" HEADER CURB
26' BLDG.
SETBACK —
10' E EC. EASEMENT
6' PRIVACY FENCE
(SEE LANDSCAPE PLAN)
N: 2178640.85
54"x4.3" TRANS. PAD
E: 530725.67
N83"21'50"E
r CONC. WHEEL STOP
(TYP.-ALL 9 SPACES)
6" RIBBON
CURB
54"x43' TRANS PAD
µ.ms
77'
SWALE
50 0 25 50 NOTES:
1. DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING
� p.0
20' BLDG.
12' a� SETBACK
MIAMI CURB
!� (TYP. WITHIN ROADWAY)
0
3'R
\W
:TR L.L
0
Cn U
Q �
OD
Uo
3' R I—
VJ
�
3'R W
N: 2178544.88
E: 530878.02
__— EXISTING FIRE HYDRANT
N: 2178535.01
M
u
LEGEND
CODE & THE AMERICANS WITH DISABILITIES ACT. EXPOSED
Revision
AGGREGATE RIVER ROCK WITH EUCLID SUPER CLEAR DIAMOND II
SF
SEALER. (TYP. ON SITE).
2.
ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE
2nd SUBMITTAL
THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY
CONCRETE
BE PAINTED.
3.
FEMA FIRM PANEL 12031C0409H, FLOOD ZONE X.
4.
GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT
6/1/2018
ASPHALT.
5.
FOR GENERAL NOTES AND AS -BUILT REQUIREMENTS SEE SHEET C1.0.
6.
SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT, WALLS,
3/4/2019
UTILITY SLABS, ETC....
7.
SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS.
8.
ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS.
9.
ALL DIMENSIONS ARE TAKEN FORM FACE OF CURB UNLESS
oo
OTHERWISE NOTED
10.
SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS.
11.
ALL NORTHING AND EASTING COORDINATES BASED OFF ASSUMED
.502.18
DATUM FROM BOATWRIGHT LAND SURVEYORS, INC..
12.
PLANS ARE NAVD 1988.
13.
SEE CLARY & ASSOCIATES PRELIMINARY PLAT, IN THIS PACKAGE, FOR
LOT LINES, EASEMENTS, ETC...
14.
WOOD DECKING SHALL BE 3" ABOVE GROUND AND DECK BOARD
SPACING AT 16" .
20' BLDG.
(SEE FDOT STD.
SETBACK N 2178651 47 N 2178652 86
INDEX 304)
E 530853.54 E 530865 46
PROPERTY CORNER
N: 2178664.14
R
E: 530869.66
� p.0
20' BLDG.
12' a� SETBACK
MIAMI CURB
!� (TYP. WITHIN ROADWAY)
0
3'R
\W
:TR L.L
0
Cn U
Q �
OD
Uo
3' R I—
VJ
�
3'R W
N: 2178544.88
E: 530878.02
__— EXISTING FIRE HYDRANT
N: 2178535.01
M
u
LEGEND
PROSSE11 TM
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
AHERN
TOWN HOMES
@ ATLANTIC BEACH
DATE: MAY, 2017
PROJECT NO.: 116073.01
DESIGNED BY: JBD
DRAWN BY: DPT
SCALE: SEE PLAN
No.
RIGHT-OF-WAY /
Revision
PROPERTY LINE
SF
SILT FENCE / LIMITS
2
OF CONSTRUCTION
2nd SUBMITTAL
3
CONCRETE
3rd SUBMITTAL
4
GRAVEL
4th SUBMITTAL
5
6/1/2018
PAVERS WITH
6
7/30/2018
GRAVEL
3/4/2019
ESI #1
TURF BLOCK
7/22/2019
PAVER/GRAVEL REVISION
ASPHALT
RIVERROCK
oo
DETECTABLE
WARNING
NORTHING/EASTING
.502.18
COORDINATES BASED
E: 805.54
ON ASSUMED DATUM
FROM SURVEY
BENCHMARKS
HANDICAP RAMP
CR-
(SEE FDOT STD.
INDEX 304)
L
LANDING
R
RAMP
*
TRANSITION TO
ZERO REVEAL IN 3'
PROSSE11 TM
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
AHERN
TOWN HOMES
@ ATLANTIC BEACH
DATE: MAY, 2017
PROJECT NO.: 116073.01
DESIGNED BY: JBD
DRAWN BY: DPT
SCALE: SEE PLAN
No.
Date
Revision
1
5/3/2017
1st SUBMITTAL
2
7/5/2017
2nd SUBMITTAL
3
1/12/2018
3rd SUBMITTAL
4
4/25/2018
4th SUBMITTAL
5
6/1/2018
PERMIT & CONSTRUCTION SET
6
7/30/2018
RESIDENT COURTYARD LAYOUT
3/4/2019
ESI #1
8
7/22/2019
PAVER/GRAVEL REVISION
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE
SHEET TITLE
SITE LAYOUT
0. Rd
s 4 •
o ,C •
Of
p� 1
J. BIiD��b DA �E r
:tveA 2s�er` t oRY�.
•.`
C3.0
S H E E T
C
0
n
E
0
0
0
Q
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C0
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0
N
N
N
0
U
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3
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0
Q
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0
c�
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0
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co
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0
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0
a
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rl0
4`_,; 4
APPRO'AMA7E JCA F
DEGREE BIND Its MP 'UNDERGRO N
® ss ss ss-
WWA
r r
BENCHMARK
N: 2178496.44
N 83'21 '
27 LF -
12" PVC @ 0.26%1
SWALE DATA
TOB = 9.55 (0.06 Ac)
BOT = 7.40 (0.06 Ac)
25yr 24hr ELEV- 9.19 (4.17 CFS)
MEAN ANNUAL ELEV. 8.66 (0.50 CFS)
27LF-
12" PVC @ 0.26%
9.93'
99.77 (A)
OTES: p
VERIFY EXISTING ELEVATIONS AT ALL
E WITH THE ENGINEER PRIOR TO
CONSTRUCTION.
2. CONTRACTOR TO REMOVE ALL UNSUITABLE MATERIAL PER
GEOTECHNICAL REPORTS AND BACKFILL WITH SUITABLE
MATERIAL, INCLUDING BUILDING FOOTPRINTS.
3. ALL DISTURBED SOIL IN FUTURE DEVELOPMENT AREA SHALL
BE SEEDED AS SOON AS POSSIBLE TO PREVENT EROSION.
4. ALL SPOT ELEVATION ARE CENTERLINE OR FACE OF CURB
UNLESS OTHERWISE NOTED.
5. ELEVATIONS OR CONTOURS ARE BASED ON NAVD 88 PER
TOPO AND AS -BUILT SURVEY BY DRMP.
6. ALL SIDEWALK SLOPES SHALL NOT EXCEED 2% CROSS AND 5%
LONGITUDINALLY. IF CONTRACTOR CAN NOT ACHIEVE THIS,
THEY SHALL CONTACT ENGINEER PRIOR TO CONSTRUCTION.
7. ANY CONSTRUCTION IN CITY ROW WILL REQUIRE A ROW
PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR CALLING
255-8366 DAILY FROM 7:30 AM TO 8:30 AM, WHEN WORKING IN
THE CITY ROW.
8. RCP MAY BE SUBSTITUTED WITH ADS HP OR APPROVED
EQUAL.
9. CONTRACTOR TO COORDINATE STORM PIPE W/ SCREEN WALL
FOUNDATION AND RETAINING WALL.
10. CONTRACTOR MAY FIELD ADJUST TOP ELEVATIONS OF COURT
YARD YARD DRAINS TO ENSURE POSITIVE DRAINAGE.
BULK HEADED
DRY POND (BY OTHERS)
TOP = 9.55
BOT = 7.40
9 60
D
,., � ..., .„.....�.... < � 9.81 � ,, ,, ,:..- `. ;,.
I _ W.,.
ST 10 ,� ,� �
I 10.75 Q, �
9: 0 9.85 ° 10.10 10.16 990 9.78 9.95 10.61 0.9� 11.34 27L w
0
ST -7 12" PVC @ 0.29% ST -18
10.10 -� FT I 10.16 10.61 » �I 11.34
1 I 0 ST 15 ..,yam 10.41
i,
1 o I 9.90 9.95 D�10.7
�..
( 9. & 9 85 28 LF m I
10 75� I
Q D
0 PVC @ 0 36 /o >, I 87 LF 44 LF - , �28 LF -:iB -
` z 15" PVC @ 0.65% 12" PVC @ 0.21 % `
• . W 10" PVC @ 0.36%
9 $5 10.10 -'<' m 9.90-/9,.95 10.61-� N` C� 11.34 19.75 10.57 �� t
_ 10.16 9.50 0 1 HP
PUIL DING #1 STs
m BUILDING #2 ` - BUILDING #3 (� BUILDING #4 I
FFE = 10.27 FFE = 10.33
FFE = 10.78 0 FFE = 11.17 10.62
I fide o
4 10.10-10.16 9.90 ST_9 sT 14 -
9.95 ; 10.61 11.34 10.75
16 LF
L910
16 LF --
10" PVC @ 0.53%I1i r, . „. _ °
TM � 0,l PVC @ 0.53%
9.85 10.10 m 1
F
N, 10.16 9.90 9 95 10.61 D ST -13 11.34 10.75
10.10sT 5 I /-10.16 I 10.61 11.34
sT-17
x �
m 10.41
9.85 9.78 9.60 4Ci. 9.65 9.82 9.90 9.95 10.45 ��10.30 m 10.39 10.68 '' ' 10.75
.78
H
«..�� a��,.., - ;, : , •, .. : .... ; . �s. TSI
�.... XMIN 40 (k
9.67
9.60 _ �.,....
ST -2 � ry�
9.60 0 9.67 I� 101'10.;
0.58
19 9 34 9.§6 9.74 5
(� .... 0
9.0
1
9;1 ,o W
U
ev
vgo
•
y,. T4.
1070
9 2 .8SH ao30^J.2, 34
;
r,
0
9 OD ±8.90 +c
MEG.-,'.
ss- SS sS _ SS TC... SS
34 LF -;..
4 HK 18" @ 0.12% �.
•N ,vD
CORE EXIST. STRUCTURE
@ ELEV. 6.79
TYPICAL COURTYARD GRADING
SCALE: V=10'
c
+�
� s
s �
±9.46 9.73 <'
MG, TC
S SS SS SS SS
CONTRACTOR TO MATCH I
EXIST. ASPHALT ELEV _,
AND INSTALL MIAMI CURB
N: 2178500.94
±10.44
MEG
"'` 5' TRANSITION
LEGEND
RIGHT-OF-WAY /
PROPERTY LINE
SF SILT FENCE / LIMITS
OF CONSTRUCTION
CONCRETE
GRAVEL
L PAVERS WITH
GRAVEL
TURF BLOCK
ASPHALT
RIVERROCK
a 000°° aa1 DETECTABLE
WARNING
TOTAL PARCEL AREA = 38 970.18 SF (0.90 Ac)
TOTAL PROJECT AREA = 38,970.18 SF
1,504.08 SF (EXISTING RES. ESMN'T)
37,466.10 SF (0.86 Ac)
EXISTING CONDITIONS
PERVIOUS AREA = 0.68 Ac
IMPERVIOUS AREA = 0.21 Ac
POST DEVELOPMENT
PERVIOUS AREA = 14,094.91 SF (0.68 Ac)
+GRAVEL = 2,703.09 SF
+50%(1,534.01 SF) TURF BLOCK = 767.01 SF
+9.66%(6,669.42 SF) PAVER W/ GRAVEL = 644.27 SF
+WOOD DECK = 613.90 SF
TOTAL PERVIOUS AREA = 18,823.18 SF (0.43 Ac)
IMPERVIOUS AREA = 18,642.92 SF 0.43 Ac = 49.75%
ii
CONTRACTOR TO MATCH
2 Or/o
(MIN)
0.37
10.0%
.77 \
EXIST. ASPHALT ELEV.
TOP EL.
,:,
0 500' 0.17
IN
r
-0.20ti=
0.500 0.17
-0.20 ,
WIN
L LSIYO I
SILT FENCE / LIMITS
-0.17 0�5�/o
-0.20
-0.17 0.5%
-0.20
11 _(1%,I
0
27
C-0.
4/25/2018
10.48
Uj
1.0 0
1.000
L 10.45
7/30/2018
27
-0•r
MEG
O
10.67
�. �
52 LF -
v �^ ) c)
J
10" PVC @
0.22%
J
10.54m
0 �
±10:34
11
MEG
TYPICAL COURTYARD GRADING
SCALE: V=10'
c
+�
� s
s �
±9.46 9.73 <'
MG, TC
S SS SS SS SS
CONTRACTOR TO MATCH I
EXIST. ASPHALT ELEV _,
AND INSTALL MIAMI CURB
N: 2178500.94
±10.44
MEG
"'` 5' TRANSITION
LEGEND
RIGHT-OF-WAY /
PROPERTY LINE
SF SILT FENCE / LIMITS
OF CONSTRUCTION
CONCRETE
GRAVEL
L PAVERS WITH
GRAVEL
TURF BLOCK
ASPHALT
RIVERROCK
a 000°° aa1 DETECTABLE
WARNING
TOTAL PARCEL AREA = 38 970.18 SF (0.90 Ac)
TOTAL PROJECT AREA = 38,970.18 SF
1,504.08 SF (EXISTING RES. ESMN'T)
37,466.10 SF (0.86 Ac)
EXISTING CONDITIONS
PERVIOUS AREA = 0.68 Ac
IMPERVIOUS AREA = 0.21 Ac
POST DEVELOPMENT
PERVIOUS AREA = 14,094.91 SF (0.68 Ac)
+GRAVEL = 2,703.09 SF
+50%(1,534.01 SF) TURF BLOCK = 767.01 SF
+9.66%(6,669.42 SF) PAVER W/ GRAVEL = 644.27 SF
+WOOD DECK = 613.90 SF
TOTAL PERVIOUS AREA = 18,823.18 SF (0.43 Ac)
IMPERVIOUS AREA = 18,642.92 SF 0.43 Ac = 49.75%
ii
CONTRACTOR TO MATCH
STRUCTUREDRAINAGE
TYPE
EXIST. ASPHALT ELEV.
TOP EL.
AND INSTALL MIAMI CURB
" 10.
SILT FENCE / LIMITS
AREA
OF CONSTRUCTION
±10.39
ST -1
MEG
4/25/2018
10.48
Uj
10.45
\
L 10.45
7/30/2018
±10.37
CONTROL STRUCTURE9.80
MEG
O
10.67
�. �
52 LF -
v �^ ) c)
J
10" PVC @
0.22%
J
10.54m
0 �
±10:34
11
MEG
7.40 10" PVC S
10.37
I`
���
v)
±10.30
Q
MEG
I
W
10.30
0.02 Ac
±10.26
7.61 10" PVC S
MEG
10.47
OF L-44
€.5
_10.14
�-
MEG
±9.90
MEG
ss
�s
TOP OF
WALL = 9.55
RETAINING
WALL (BY OTHERS)
NATURAL SOILS
DRY RETENTION ON SWALE
NTS
DRAINAGE STRUCTURE TABLE
STIR. NO.
STRUCTUREDRAINAGE
TYPE
1
TOP EL.
INVERT EL.
2
7/5/2017
AREA
3
1/12/2018
ST -1
STUB
4/25/2018
4th SUBMITTAL
7.40 15" PVC S
6/1/2018
TYPE "C" INLET -
6
7/30/2018
ST -2
CONTROL STRUCTURE9.80
3/4/2019
6.83 15" PVC N
8
30" WEIR @ ELEV. 8.50
PAVER/GRAVEL REVISION
6.83 18" PVC S
ST -3
TYPE "C" INLET
0.08 Ac
9.40
7.47 10" PVC N
ST -4
STUB
7.40 10" PVC S
ST -5
YAFU DRAIN
0.02 Ac
9.52
7.70 10" PVC N
ST -6
YAFID DRAIN
0.02 Ac
9.50
7.61 10" PVC S
7.61 10" PVC N
ST -7
YAF) DRAIN
0.02 Ac9.50
7.51 10" PVC S
7.51 12" PVC N
ST -8
STIP
7.40 12" PVC S
ST -9
TYPE "C" INLET
0.21 Ac
9.50
7.56 12" PVC N
ST -10
36" �TORM SEWER
9.81
7.47 12" PVC S
7.47 12" PVC W
7.47 12" PVC NE
ST -11
STl$
7.40 12" PVC E
ST -12
STUB
7.40 12" PVC SW
ST -13
YARD DRAIN
0.02 Ac
10.24
7.80 10" PVC N
ST -14
YAFD DRAIN
0.02 Ac
10.24
7.71 10" PVC S
7.71 10" PVC N
ST -15
YAFID DRAIN
0.02 Ac
10.24
7.61 10" PVC S
7.61 12" PVC NW
ST -16
STUB
7.50 12" PVC SE
ST -17
TYPE "C" INLET
0.06 Ac
10.41
7.60 10" PVC N
ST -18
TY "C" INLET
0.05 Ac
10.41
7.48 10" PVC S
7.48 12" PVC NW
ST -19
ST
7.40 12" PVC SE
PROSSER TM
Community - Management - Energy - Relationships
13901 Sutton Park Drive South, Suite 200
Jacksonville, Florida 32224-0229
Office 904.739.3655
Fax 904.730.3413
www.prosserinc.com
Florida Certificate of Authorization
Number: 00004050
AHERN
TOWN HOMES
@ ATLANTIC BEACH
DATE: MAY, 2017
PROJECT NO.: 116073.01
DESIGNED BY: JBD
DRAWN BY: DPT
SCALE: SEE PLAN
No.
Date
Revision
on
1
5/3/2017
1st SUBMITTAL
2
7/5/2017
2nd SUBMITTAL
3
1/12/2018
3rd SUBMITTAL
4
4/25/2018
4th SUBMITTAL
5
6/1/2018
PERMIT & CONSTRUCTION SET
6
7/30/2018
RESIDENT COURTYARD LAYOUT
3/4/2019
ESI #1
8
7/22/2019
PAVER/GRAVEL REVISION
THIS DRAWING NOT RELEASED FOR
CONSTRUCTION UNLESS SO NOTED
ABOVE
SHEET TITLE
GRADING &
DRAINAGE PLAN
RD D
N EF
NO �� .:�` r` C4.0
•: �E 0- :•
• P � P. ��
J. BRAD
1O D
No. 6 •.•. ��
DATE:\`.��`� S H E E T
,'o, �F��