CIV23-001 ABCC Renovation_C-4.02 Rev. 2-7-24_15'X5' TREE WELLS
162 LF OF 24" RCP@ S. = 0.12%
CH-1
TYPE "E" INLET
GRATE EL. = 7.10
INV. EL. = 2.70 (24")
INV. EL. = 4.00 (15")
YD-1
15" HDPE DRAINW/DROP IN GRATE@ EL. =8.00INV. EL. = 4.30
98 LF OF 15" ADS
@ 0.28%
TD-115" ADS DRAINGRATE EL. = 7.60INV. EL. = 2.48
TD-315" ADS DRAINGRATE EL. = 7.90INV. EL. = 2.75
86 LF OF 15" ADS
@ S. = 0.22%
EX. INV. EL. = 2.67
15" ADSINV. EL. = 2.07
10 LF OF 15" ADS
@ S. = 0.30%
TD-515" ADS DRAIN
GRATE EL. = 7.40INV. EL. = 2.10
TD-4
15" ADS DRAIN
GRATE EL. = 7.60
INV. EL. = 2.21
60 LF OF 15" ADS@ S. = 0.18%
126 LF OF 15" ADS@ S. = 0.21%
CH-1A15" HDPE DRAINTOP EL. = 7.50INV. EL. = 4.10
24 LF OF 15" HDPE@ S.=0.42%
96 LF OF 15" HDPE
@ S.=0.31%
15" RCP
INV.=2.07
MES
TOP OF CONFLICTMANHOLE=6.498"PVC INV=3.09BOTTOM OF BOX=2.83E. 6"PVC INV=5.63
CURB INLET
GRATE=5.72
W. 15"RCP INV=3.00
CURB INLETGRATE=5.72E. 15"RCP INV=2.80W. 15"RCP INV=2.67
TD-2
15" ADS DRAIN
GRATE EL. = 7.65
INV. EL. = 2.65
55 LF OF 15" ADS
@ 0.31%
SELVA MARINA DR.
SF
SF
SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
F
A
A
F
F
C
C
G
G
E
E
D
D
C
C
B
B
EXIST. SIDEWALK
EXIST. PAVER WALKSFSFSFPROPOSED 72 LF ~
15" HP @ 0.30%
PROP. 92 LF TRENCH DRAIN
(6" WIDE, 0.75% PRE-SLOPED)
PROP. 104 LF ~ 12" HP @ 0.40%
PROPOSED YARD DRAIN
15" HP DRAIN
GRATE EL. = 8.40
INV. EL. = 6.54 (NW)(6" PVC)
INV. EL. = 5.80 (W)(12" HP)
PROPOSED YARD DRAIN
15" HP DRAIN
GRATE EL. = 8.35
INV. EL. = 5.31 (W)(15" HP)
INV. EL. = 5.56 (E)(12" HP)
PROPOSED YARD DRAIN
15" HP DRAIN
GRATE EL. = 8.50±
INV. EL. = 5.14 (W)(15" HP)
INV. EL. = 5.14 (E)(15" HP)
INV. EL. = 7.01 (SE)(6" PVC)
INV. EL. = 6.49 (NE)(6" PVC)
PROPOSED 55 LF ~ 15" HP @ 0.30%
TIE INTO EXISTING 15" HP DRAIN
@ INV. EL. 4.62
TIE INTO EXISTING 15" HP DRAIN
@ INV. EL. 4.82 (N)
PROPOSED YARD DRAIN
15" HP DRAIN
GRATE EL. = 8.30
INV. EL. = 5.08 (NW)(15" HP)
INV. EL. = 5.33 (E)(12" HP)
INV. EL. = 6.82 (S)(6" PVC)
TRENCH GRATE EL. = 8.50
INV. EL. = 7.50 (N)
PROP. 57 LF ~ 15" HP @ 0.30%
C.O.
TOP = 8.65
INV. = 5.04
PROP. TRENCH DRAIN
PROP. 12 LF ~ 15" HP @ 0.30%
EXIST.
COURT FENCE
PROPOSED YARD DRAIN
15" HP DRAIN
GRATE EL. = 9.22
INV. EL. = 4.77 (SE)
INV. EL. = 5.12 (W)
PROP. 92 LF TRENCH DRAIN
(6" WIDE, 0.75% PRE-SLOPED)
TRENCH GRATE EL. = 8.50
INV. EL. = 7.50 (N)
TRENCH GRATE EL. = 8.50
INV. EL. = 6.86 (S)
C.O.
TOP = 9.10
INV. = 6.60
8"x4" WYE TEE (TYP)PROP. 84 LF ~ 8" HP @ 0.50%
TRENCH GRATE EL. = 8.45
INV. EL. = 6.98
TRENCH GRATE EL. = 8.40
INV. EL. = 6.93
PROP. 125 LF TRENCH DRAIN
(6" WIDE, 0.75% PRE-SLOPED)
PROP. 125 LF TRENCH DRAIN
(6" WIDE, 0.75% PRE-SLOPED)
PROP. 125 LF TRENCH DRAIN
(6" WIDE, 0.75% PRE-SLOPED)TRENCH INV. EL. = 6.58 (LP)
TRENCH INV. EL. = 7.12
TRENCH INV. EL. = 7.40
PROP. 84 LF ~ 8" HP @ 1.73%TRENCH GRATE EL. = 8.28
INV. EL. = 7.28 (S&N)(HP)
TRENCH INV. EL. = 6.83 (LP)
PROP. 61 LF ~ 12" HP @ 0.40%
PROP. 64 LF ~ 15" HP @ 0.30%
PROP. 42 LF ~ 15" HP @ 0.30%
PROPOSED YARD DRAIN
15" HP DRAIN
GRATE EL. = 8.00±
INV. EL. = 4.95 (S)(15" HP)
INV. EL. = 4.95 (E)(15" HP)
PROPOSED YARD DRAIN
15" HP DRAIN
GRATE EL. = 8.35
INV. EL. = 6.95 (NE)(6" PVC)
INV. EL. = 4.87 (N)(15" HP)
INV. EL. = 4.87 (E)(15" HP)
INV. EL. = 5.66 (SW)(12" HP)
15"x4" WYE TEE
15"x4" WYE TEEDOWNSPOUT (TYP.)
35 LF ~ 12" HP
@ 0.40%
C.O. TOP = 8.20
TIE INTO EXISTING 15" HP DRAIN
C.O. TOP = 8.55
C.O.
TOP = 9.20
INV. = 6.18 (N)
INV. = 5.32 (E)
PROP. 40 LF ~ 8" HP @ 0.50%
PROP. 26 LF ~ 12" HP @ 0.40%
15"x12" WYE TEE
INV. = 4.67
PROP. 26 LF ~ 15" HP @ 0.30%
TRENCH GRATE EL. = 8.50
INV. EL. = 7.50 (S&N)(HP)
TRENCH GRATE EL. = 8.35
INV. EL. = 7.35
12"x6" WYE TEE, INV. 5.7412"x6" WYE TEE, INV.5.75
PROPOSED YARD DRAIN
15" HP DRAIN
GRATE EL. = 8.30±
INV. EL. = 5.80 (NE)(12" HP)
TRENCH INV. EL. = 6.83 (LP)
C.O. TOP = 8.98
INV. 5.75
C.O. TOP = 8.65
INV. 4.65
EXISTING TENNIS COURT #2
EXISTING TENNIS COURT #4
EXISTING TENNIS COURT #6EXISTING TENNIS COURT #5
PROPOSED PICKLEBALL COURTS
EXISTING HEADWALL
EXISTING POOL MAINTENANCE BUILDING
EXISTING EOP
PROPERTY LINE (TYP.)
PROPOSED YOUTH PAVILION
(SEE ARCHITECTURAL PLANS FOR DETAILS)
PROPERTY / ROW LINE
SHERM
A
N
'
S
C
R
E
E
K
FFE = 9.50
PROPOSED SHED
(SEE ARCHITECTURAL PLANS FOR DETAILS)
SILT FENCE (TYP.)
EXISTING TENNIS COURT #7
FFE = 8.40'
SEE C-6.04 (TYP.)
PROPOSED TENNIS PAVILION
(SEE ARCHITECTURAL PLANS FOR DETAILS)
PRO SHOP
PROPOSED
TENNIS
COURT
8
PROPOSED
TENNIS
COURT
9
PROPOSED
TENNIS
COURT
10
PROPOSED
TENNIS
COURT
3(RELOCATED)YOUTH PAVILION
PROPOSED EVENT YARD
(SEE LANDSCAPE PLANS FOR DETAILS)
6'@1.8% CROSS-SLOPE
6'@1.8% CROSS-SLOPE
TRENCH INV. EL. = 7.05 (LP)
TRENCH INV. EL. = 7.04 (LP)
12"x6" WYE TEE
INV. 5.37
TRENCH INV. EL. = 6.51(LP)
TRENCH BOT = 6.7±
HP TOP = 5.95±
SEP. = 0.75'±
C.O.
TOP = 9.10
INV. = 6.60
6'@1.0% CROSS-SLOPE
12'@1.8% CROSS-SLOPE
8.408.40
8.30 8.30
8.45 8.45
8.608.60
8.35
8.35
8.50
8.32
(MEG)
8.41±(MEG)
8.57±(MEG)
8.64(MEG)
8.60
8.45
8.40
8.30
8.60 8.60 8.60 8.60
8.80
8.608.608.608.60
8.80 8.80 8.80
8.47(MEG)
8.70±
(MEG)
8.76±
(MEG)
8.28±(MEG)
8.27±(MEG)
8.28±
(MEG)
8.25±(MEG)
8.14±
(MEG)8.18±(MEG)
8.40±
(MEG)
8.56±(MEG)
7.98±
(MEG)
8.27±(MEG)
8.48±(MEG)
9.20
9.16 9.46
8.77
(MEG)8.61(MEG)
8.50
8.50
8.80
8.61(MEG)
8.53 (MEG)
8.52 (MEG)
8.70
9.22
8.57 (MEG)
8.67±(MEG)
FFE-0.04'
9.00±(MEG)
8.808.80 8.80 8.80
FFE-0.04'
9.46
9.46
9.10 9.10
9.25±
(MEG)
9.25±(MEG)
9.169.16 9.16
9.35
9.35
8.50
8.50
9.05
9.35 9.32
8.59±
(MEG)
8.63±
(MEG)
8.54±
(MEG)8.50±(MEG)8.46±(MEG)
8.41±(MEG)
9.04 9.00 8.96 8.919.099.13
9.24 9.24 9.24 9.11
8.98
8.60±(MEG)
8.32±
(MEG)
8.82
8.64±(MEG)
9.12
9.24
9.18
9.18
9.46
9.30
9.12
8.55
TRENCH INV. EL. = 7.46 (HP)
TRENCH INV. EL. = 7.00 (LP)
TRENCH BOT = 6.7±
HP TOP = 6.15±
SEP. = 0.55'±
PROP. ELEC. TRANSFORMER PAD
8.40
EXIST. YARD DRAIN
FUTURE ICE/WATER
DISPENSER LOCATION
FUTURE ICE/WATER
DISPENSER LOCATION
1
9.46 S=0.5%S=1.0%S=1.0%9.20 9.20
9.35 9.35 S=1.0%S=1.0%9.09
8"x8" WYE TEE, INV. = 5.15
12"x6" WYE TEE, INV. 5.55
CONTRACTOR TO FIELD ADJUST
PAVERS SLOPES IN FIELD AS NEEDED
TO ACCOMMODATE DRAINAGE
Know what'sbelow.
before you dig.Call
R
7654321
A
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G:\FLA\Projects\Atlantic Beach Country Club\10876-00 - ABCC Renovation\03 - DWG\01 - Sheets\10876-C402-GRAD2.dwg Layout: C-4.02 Plotted: 8/31/2023 1:56:30 PM7654321 DESCRIPTIONREVDATEAPRPROJECT NO.:
DESIGNED BY:
REVIEWED BY:
DRAWN BY:
DATE:
Copyright 2023
C-4.02
10/25/2022JU
MB MB
10876-00GRADING AND DRAINAGE PLANATLANTIC BEACH COUNTRY CLUB, INC.SCALE: 1" =
0
20'
10'20'40'
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.
BGE, Inc.
10151 Deerwood Park Blvd,
Bldg. 200, Ste. 200
Jacksonville, FL 32256
Tel: 904-323-0727 ▪ www.bgeinc.com
FL Registry No. 32116
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 #107-14-234PHASE 2 90% CD09-01-23