163 Belvedere St. - RES21-0345 GAI REV 4-4-23PK N&D
I TRAV.'
8.25'
90,9
8.35
RE ID. 170591-0000 `:ERTIFIED TO: JWB REAL ESTATE CAPTITAL
ORB 5201, PG. 240
PROPOSED RE ID. 170592-0000
CABLE RISER h --RETENTION AREA 1 ORB 8250, PG. 2365
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RE ID. 170583-0000
3 GYA N 7.6 ORB 19538, PG. 1602
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PROPOSED
RETENTION AREA 2
1' BEYOND SIDEWALK
AT MAX 2%
2" ALM
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PLATTED DATA
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SETBACK LINE
C CALCULATED DATA
G.
PLAT BOOK
PAGE
1
2"PALM
VDA 5
1' BEYOND SIDEWALK
AT MAX 2%
a
C
C
0 9•"941
DOWNSPOUT (TYP.)
16.0'
TELE.RrSER
N - 13"PAM / g 1 50'(P)
50'(P) 24"PALM \-EASTERLY R/W LINE
OHE OHE 10"WSHP
15"PLASTIC
N 22'04'01 " E 100.00'
q6 15"PLASTIC
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0' BELVEDERE STREET g1
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FLOW TO STREET
9.0
EOP 8.6 1 EOP
7.6 4
RETENTION AREA 1
N.T.S.
"GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW FINISHED
FLOOR ELEVATION.
"'SURVEY PROVIDED BY GAI CONSULTANTS, INC
GRADED TO
PROVIDE POSITIVE
FLOW TO STREET
0 9.0
8.0 1
RETENTION AREA 2
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BSL BUILDING
�P�
PLATTED DATA
176± S.F.
SIDE PATI
SETBACK LINE
C CALCULATED DATA
G.
PLAT BOOK
PAGE
�I 0
tft S.F.
L CHAIN LINK FENCE
.
2,U96± S.F. 217.
PROPERTY LINE
a F
OHE
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VC
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9
ELECTRIC LINE
CMP CORRUGATED
PROPERTY
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METAL PIPE
RCP
REINFORCED
R y
CONC.
ATE
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RE ID.REAL
ESTATE
EL. ELEVATION
IDENTIFICATION
0
20'
EOP EDGE OF PAVEMENT
40'
NUMBER
FFE FINISHED FLOOR
R/W
RIGHT-OF-WAY
ELEVATION
SAN.
SANITARY SEWER
FL FLORIDA
TOB
TOP OF BANK
SCALE: 1 "=20'
FND. FOUND
UGC
UNDERGROUND
FWF FIELD WIRE FENCE
CABLE LINE
INV. INVERT ELEVATION
Wy
WITH
PLAN 2347 RIGHT
IP IRON PIPE
W HP
WOOD SHARED
a
C
C
0 9•"941
DOWNSPOUT (TYP.)
16.0'
TELE.RrSER
N - 13"PAM / g 1 50'(P)
50'(P) 24"PALM \-EASTERLY R/W LINE
OHE OHE 10"WSHP
15"PLASTIC
N 22'04'01 " E 100.00'
q6 15"PLASTIC
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0' BELVEDERE STREET g1
(50' R/W BY PLAT)
GRADED TO
PROVIDE POSITIVE
FLOW TO STREET
9.0
EOP 8.6 1 EOP
7.6 4
RETENTION AREA 1
N.T.S.
"GROUND ELEV. AT FOUNDATION SHALL BE MIN. 61N BELOW FINISHED
FLOOR ELEVATION.
"'SURVEY PROVIDED BY GAI CONSULTANTS, INC
GRADED TO
PROVIDE POSITIVE
FLOW TO STREET
0 9.0
8.0 1
RETENTION AREA 2
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VOZ
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1,033± S.F.
CAR GARAGE
MITERED END SECTION
POST -FLOW
SET 1/2"REBAR
LANAI
176± S.F.
SIDE PATI
±
A A
NAIL AND DISK
FRONT WALK
tft S.F.
I WAY
TOTAL IMPERVIOUS AREA
.
2,U96± S.F. 217.
I
M
IRON ROD AND CAP
FIELD MEASURED
PRE -FLOW
UTILITY POLE
ARROW
MITERED END SECTION
POST -FLOW
SET 1/2"REBAR
MHS
8"
AD
8"
N&D
NAIL AND DISK
PROPOSED
CAP STAMPED
NO.
NUMBER
ELEVATION
GAI LB 3604"
OHE
OVERHEAD
POLE/TREES TO
BE REMOVED
ELECTRIC LINE
TREES TO BE
PROPERTY
ORB
OFFICIAL
DOWNSPOUT
OWNERSHIP HOOK
- f SOCK DRAIN
RECORDS BOOK
ATE
WATER METER
GUY ANCHOR
PROPOSED LEGEND
SIZE
PRE -FLOW
♦ ''
ARROW
8"
POST -FLOW
8"
ARROW
8"
EXIST. SPOT
8"
ELEVATION
O
PROPOSED
9f
SPOT
13"
ELEVATION
X
LIGHT
POLE/TREES TO
BE REMOVED
TREES TO BE
O
PROTECTED
o
DOWNSPOUT
- GUTTERS
- f SOCK DRAIN
LOTS 593 & 594, SECTION NO. 1 SALTAIR, ACCORDING TO THE PLAT THEREOF,
AS RECORDED IN PLAT BOOK 10, PAGE 8, OF THE CURRENT PUBLIC RECORDS
OF DUVAL COUNTY, FLORIDA, IN SECTION 17, TOWNSHIP 2 SOUTH,
RANGE 29 EAST, OF SAID COUNTY.
NOTES:
1. BEARINGS SHOWN HEREON BASED ON STATE PLANE COORDINATES (1983/2011) WITH THE BEARING ON THE EASTERLY
RIGHT-OF-WAY
LINE OF BELVEDERE STREET BEING NORTH 22'04'01" EAST.
2. ELEVATIONS SHOWN HEREON BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 PER TRIMBLE VRS NETWORK WITH AN
ORIGINATING BENCHMARK BEING A SET NAIL AND DISK STAMPED "GAI TRAV.", WITH AN ELEVATION OF 9.00 FEET (SHOWN
HEREON).
3. THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" WHICH IS AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL
CHANCE FLOODPLAIN, ACCORDING TO COMMUNITY PANEL 120075-0409-J OF THE FLOOD INSURANCE RATE MAPS FOR THE
CITY OF ATLANTIC BEACH, DUVAL COUNTY, FL, DATED NOVEMBER 2, 2018 AS PUBLISHED BY THE FEDERAL EMERGENCY
MANAGEMENT AGENCY.
4. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE EASEMENTS AND/OR
RESTRICTIONS RECORDED IN THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL AND NOT SHOWN HEREON.
5. ALL LIVE OAKS AND LONGLEAF PINES ARE MARKED. ALL OTHER OAKS ARE SCRUB, WATER, OR LAUREL. ALL OTHER PINES ARE
SLASH OR POND.
6. THIS PROPERTY IS ZONED RESIDENTIAL SINGLE-FAMILY (ARS -2). d.1) MINIMUM LOT AREA: 7,500 S.F.; d.2) MINIMUM LOT
WIDTH: 75 FEET; d.3) MINIMUM LOT DEPTH: 100 FEET; e) MINIMUM YARD: 1) FRONT: 20 FEET, 2) REAR: 20 FEET, 3) SIDE:
COMBINED 15 TOTAL FEET AND 5 MINIMUM FEET ON EITHER SIDE; f) BUILDING RESTRICTIONS: 1) MAXIMUM IMPERVIOUS
SURFACE: 4570, 2) MAXIMUM BUILDING HEIGHT: 35 FEET ALL PER THE LAND DEVELOPMENT CODE FOR THE CITY OF ATLANTIC
BEACH, FLORIDA.
AREA 1
TOB AREA FT2 450
BOT AREA (FT2)134
STORAGE (FT 3) 297
AREA 2
TOB AREA (FT 2) 326
BOT AREA (FT 2) 63
STORAGE (FT3) 195
TREE REMOVAL
SIZE
TYPE
13"
PALM
8"
SAGO
8"
SAGO
8"
SAGO
8"
SAGO
8"
SAGO
8"
SAGO
13"
PALM
24"
PALM
THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:
Digitally signed by Rebecca K. Hiers Bray
DN: E=R.Bray@gaiconsultants.com,
CN -Rebecca K. Hiers Bray, OU=Comm
Rebecca K. Hiers Bray Infrastructure/Civil, 0-GAI Consultants, Inc.",
L=Orlando, S=Florida, C=US
Date: 2023.03.30 17:35:41-04'00'
REBECCA K. HIERS-BRAY, P.E. NO. 69829
GAI CONSULTANTS
1301 RIVERPLACE BLVD, SUITE 900
JACKSONVILLE, FL 32207
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE
MUST BE VERIFIED ON ANY ELECTRONIC COPIES.
THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE
RESPONSIBLE FOR THIS DOCUMENT IN ACCORDANCE WITI-
RULE 61G15-23.004, F.A.C.
® gai consultants
transforming ideas into reality
1301 Riverplace Boulevard, Suite900
Jacksonville, FL 32207
904.363.1110
Certificate of Authorization:
2013 GAI Consultants, Inc.
REVISIONS
DATE
DESCRIPTION
No.
5/11/21
ADDRESS CHANGE
1
6/22/21
S/W NOTE REVISED
2
2/1/23
RETENTION ADDITION
3
2/3/23
RETENTION REVISION
4
2/17/23
SIDEWALK REVISION
5
3/30/23 1 RETENTION REVISION 1 6
163 BELVEDERE ST
LOT GRADING PLAN
IN -FILL LOT GRADING PLAN
for JWB CONSTRUCTION GROUP
JACKSONVILLE FLORIDA
.. • ..FRS
Q�G••••`G ENSF •• ,��'��i
• •'•'9
No. 69829 • '�
1 0�.• STATE OF ; •��:I
s'O NA ;0?��%
►1111►
REBECCA K. HIERS-BRAY, P.E.
FL REG. NO. 69829
Project No.: S141206.01
Issue Date: 2-1-21
Designed By : J.J.0
Checked By R.H.B
Drawn By : J.J.0
Task No.: 520