CIV23-001 ABCC Renovation_C-4.04 Rev. 2-7-24_1ATLANTIC BEACH DRIVE (50' R/W)ATLANTIC BEACH COUNTRY CLUB UNIT 1P.B. 67, PGS. 52-5424 LF OF 36" RCP
@ S. = 0.21%
20 LF OF 36" RCP
@ S. = 0.25%
CONNECT TO
RETAINING WALL
INV. EL. = (-)0.60
CH-10
TYPE "B" CURB INLET
GRATE EL. = 7.85
(N & S) INV. EL. = 0.45
CH-11
TYPE "B" CURB INLET
GRATE EL. = 7.85
(N) INV. EL. = 0.40
(S) INV. EL. = (-)0.55
60 LF OF 24" RCP
@ S. = 0.17%
60 LF OF 24" RCP
@ S. = 0.25%
60 LF OF 24" RCP
@ S. = 0.33%
60 LF OF 30" RCP
@ S. = 0.17%
168 LF OF 24" RCP
@ S. = 0.18%
98 LF OF 30" RCP
@ S. = 0.26%
CH-3
TYPE "E" INLET
GRATE EL. = 7.00
INV. EL. = 2.40
CH-2
TYPE "E" INLET
GRATE EL. = 7.00
INV. EL. = 2.50 (24")
INV. EL. = 2.75 (15")
CH-4
TYPE "E" INLET
GRATE EL. = 7.00
INV. EL. = 2.25 (24")
INV. EL. = 3.25 (15")
CH-5
TYPE "E" INLET
GRATE EL. = 7.00
INV. EL. = 2.05 (24")
INV. EL. = 1.55 (30")
CH-8
TYPE "E" INLET
GRATE EL. = 8.50
INV. EL. = 3.25 (18")
INV. EL. = 4.40 (12")
INV. EL. = 2.75 (24")
102 LF OF 15" ADS
@ S. = 0.25%
120 LF OF 15" ADS
@ S. = 0.21%
YD-4
15" HDPE DRAIN
W/DROP IN GRATE
@ EL.=8.50
INV. EL.=3.50
YD-5
15" HDPE DRAIN
W/DROP IN GRATE
@ EL.=8.00
INV. EL.=4.50
CH-6
TYPE "E" INLET
GRATE EL. = 7.00
INV. EL. = 2.45 (24")
INV. EL. = 1.45 (30") (N)
INV. EL. = 0.70 (30") (SE)
PH
A
S
E
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PH
A
S
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S
T
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F
C
L
U
B
B
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I
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SILT FENCE / CONSTRUCTION FENCE / LIMITS OF CONSTRUCTION
FF
E
-
0
.
0
4
'
FF
E
-
0
.
0
4
'
8.02±
(MEG)
8.17±
(MEG)
8.07± (MEG)
8.10± (MEG)
7.84±(MEG)
8.05±(MEG)EXIST. ASPHALTEXIST.PAVERSEXISTING PARKING
PROPOSED BAG DROP STRUCTURE
(REFER TO ARCHITECTURAL PLANS FOR DETAILS)
PROPOSED 5' SIDEWALK
SF SF
SF
SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF8.38±(MEG)
8.41±
(MEG)1
7.92
7.95
8.22
8.25
8.32
8.35
8.42
8.39
8.26
8.36
3' TRANSITION FROM MIAMI CURB
TO FLAT CURB (TYP. BOTH SIDES)
3' TRANSITION FROM HEADER CURB
TO FLAT CURB (TYP. BOTH SIDES)
EXIST. 8" HEADER CURB
EXIST. ±5' SIDEWALK
EXIST.
EOP
SELVA MARINA DR.
EXIST. EOP
Know what'sbelow.
before you dig.Call
R
7654321
A
B
C
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G:\FLA\Projects\Atlantic Beach Country Club\10876-00 - ABCC Renovation\03 - DWG\01 - Sheets\10876-C404-GRAD.dwg Layout: C-4.04 Plotted: 8/31/2023 1:56:59 PM7654321 DESCRIPTIONREVDATEAPRPROJECT NO.:
DESIGNED BY:
REVIEWED BY:
DRAWN BY:
DATE:
Copyright 2023
C-4.04
10/25/2022JU
MB MB
10876-00GRADING AND DRAINAGE PLANATLANTIC BEACH COUNTRY CLUB, INC.SCALE: 1" =
0
20'
10'20'40'
BGE, Inc.
10151 Deerwood Park Blvd,
Bldg. 200, Ste. 200
Jacksonville, FL 32256
Tel: 904-323-0727 ▪ www.bgeinc.com
FL Registry No. 32116
LEGEND
CONCRETE PAVEMENT
SIDEWALK
SILT FENCE /
LIMITS OF CONSTRUCTION
SWMF BASIN DIVIDE
INLET DRAINAGE DIVIDE
PHASE LINE
PROPOSED SPOT
ELEVATION
MATCH EXISTING GRADE
GRADE TO EXISTING @
2H:1V SLOPE
GRADE TO EXISTING @
3H:1V SLOPE
GRADE TO EXISTING @
4H:1V SLOPE
GRADE TO DRAIN
PROPOSED CONTOUR
EXISTING CONTOUR
INLET PROTECTION
SF SF SF SF
20.88
23.00
MEG
2:1
3:1
4:1
GTD
NOTES:
1.CONTRACTOR TO FIELD VERIFY EXISTING
ELEVATIONS AT ALL TIE-INS AND COORDINATE 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.CONTRACTOR TO CONFIRM STRUCTURE BOTTOM
SIZE BASED ON PIPE SIZE DIMENSION AND ANGLE.
4.ALL DISTURBED SOIL IN FUTURE DEVELOPMENT
AREA SHALL BE SEEDED IMMEDIATELY AFTER
GRADING TO PREVENT EROSION.
5.ALL SPOT ELEVATION ARE CENTERLINE OR EDGE OF
PAVEMENT UNLESS OTHERWISE NOTED.
6.ELEVATIONS OR CONTOURS ARE BASED ON PER
TOPO AND AS-BUILT SURVEY BY MELROSE
SURVEYING AND MAPPING, INC.
7.CROSS SLOPE ON ALL SIDEWALKS NOT TO EXCEED
2%. LONGITUDINAL SLOPE ON ALL SIDEWALKS SHALL
NOT EXCEED 5.0%
8.RCP MAY BE SUBSTITUTED WITH ADS HP OR
APPROVED EQUAL.CONSTRUCTION DOCUMENTSATLANTIC BEACH COUNTRY CLUBPHASE 1SD PRICING123DD PRICING90% CD12-02-2202-10-2303-30-23STATE OF
L I C ENSE
FLOR I D APROF
E
SSIONA L E N G INEERJENN IF E R B.UR
C
ANNo 74544
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED
BY JENNIFER B. URCAN. FLORIDA LICENCE NUMBER 74544 ON
DATE AND/OR TIME SHOWN USING A DIGITAL SIGNATURE.
PRINTED COPIES ON THIS DOCUMENTS ARE NOT CONSIDERED
SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED
ON ANY ELECTRONIC COPIES.1ADDENDUM #107-14-231ADDENDUM #107-14-234PHASE 2 90% CD09-01-23