CIV23-001 ABCC Renovation_C-5.02 Rev. 2-7-24_15'X5' TREE WELLS
SELVA MARINA DR.SW WWWW W W W W W
W W W W W W
WWWWWWWWWWWWWWWWWFWFWFWFWFWFW FW FW
W
W
W
SS3'
8'
(*) - SEE PLUMBING PLANS
FOR CONTINUATION
PRO SHOP
(362 SF)
BAR
SEATING
PROPOSED
TENNIS
COURT
8
PROPOSED
TENNIS
COURT
9
PROPOSED
TENNIS
COURT
10
PROPOSED
TENNIS
COURT
3
(RELOCATED)
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%
YOUTH PAVILION
STORAGESHED
S S S S S S S S
FFE = 9.20'
(*) - SEE PLUMBING PLANS
FOR CONTINUATION
EXISTING TENNIS COURT #7
EXISTING TENNIS COURT #2
EXISTING TENNIS COURT #4
EXISTING TENNIS COURT #6EXISTING TENNIS COURT #5
PROPOSED PICKLEBALL COURTS
EXISTING 5' SIDEWALK
EXISTING EOP
PROPERTY LINE (TYP.)
EXISTING 8" SANITARY SEWER
35 LF ~ 6" PVC @ 1.00% SLOPE
EXISTING SS MANHOLE
EXISTING 6" FIRE MAIN
2" POLY (POTABLE)
EXISTING 15" ADS
EXIST. 15" HDPE
EXISTING POTABLE WATER
CONNECT TO EXISTING
POTABLE WATER LINE
EXIST. STORM YARD DRAIN, TOP EL. = 8.00 POTABLE WATER STUB (*)
SANITARY SEWER STUB (*)
(INV. EL. = 6.50')
C.O.
TOP EL. = 9.30'±
INV. EL. = 6.45'
C.O.
TOP EL. = 9.28'±
INV. EL. = 6.07'
38 LF ~ 6" PVC @ 1.00% SLOPE
CONNECT TO EXISTING
8" PVC SANITARY LINE
REMOVE AND REPLACE EXIST.
SIDEWALK AT JOINTS (TYP.)
REMOVE AND REPLACE EXIST.
SIDEWALK AT JOINTS (TYP.)
EXISTING POOL MAINTENANCE BUILDING
PROPOSED YOUTH PAVILION
(SEE ARCHITECTURAL PLANS FOR DETAILS)
PROPOSED EVENT YARD
(SEE LANDSCAPE PLANS FOR DETAILS)
2" POLY (POTABLE)
1" POLY (POTABLE)
2" POLY (POTABLE)
PROVIDE 1" WATER SERVICE
3/4" POTABLE WATER STUB (*)
PROP. 10" ADS (DRAINAGE)
POTABLE WATER UNDER
UNDER EXIST. FIRE PROTACTION
(MIN. 12" SEPARATION)
PROP. DOWNSPOUT (TYP.)
EXIST. 6" SANITARY SEWER
SANITARY SEWER STUB (*)
(INV. EL. = 6.70')
PROPOSED TRENCH DRAIN (TYP.)
PROP. 10" ADS UNDER SANITARY
(0.25' SEPARATION)
2" POLY (POTABLE)
4'
NEW FDC CONNECTION TO SUPPLY HOSE
CONNECTION AT YOUTH PAVILION FOR
FIRE DEPARTMENT FIREWATER ACCESS -
REFER TO FIRE ENGINEERING PLANS
FOR SIZES AND DETAILS
NEW HOSE CONNECTION AT YOUTH PAVILION
FOR FIRE DEPARTMENT FIREWATER ACCESS -
REFER TO FIRE ENGINEERING PLANS FOR SIZES AND DETAILS
PROPOSED UTILITY TRANSFORMER-
REFER TO ELECTRICAL PLANS FOR CONTINUATION
DRY FIRE LINE (BY OTHERS)
PROVIDE 1" WATER SERVICE
COURT IRRIGATION STUB -
SEE COURT IRRIGATION PLANS FOR SIZE,
DETAILS ON BFP, LAYOUT, ETC.
COURT IRRIGATION STUB -
SEE COURT IRRIGATION PLANS FOR SIZE,
DETAILS ON BFP, LAYOUT, ETC.
W W W
W W W
COURT IRRIGATION STUB -
SEE COURT IRRIGATION PLANS FOR SIZE,
DETAILS ON BFP, LAYOUT, ETC.WCOURT IRRIGATION STUB -
SEE COURT IRRIGATION PLANS FOR SIZE,
DETAILS ON BFP, LAYOUT, ETC.
COURT IRRIGATION STUB -
SEE COURT IRRIGATION PLANS FOR SIZE,
DETAILS ON BFP, LAYOUT, ETC.
FFE = 9.50'
1
1
1
1
Know what'sbelow.
before you dig.Call
R
7654321
A
B
C
D
E
G:\FLA\Projects\Atlantic Beach Country Club\10876-00 - ABCC Renovation\03 - DWG\01 - Sheets\10876-C502-UTIL.dwg Layout: C-5.02 Plotted: 8/31/2023 1:57:36 PM7654321 DESCRIPTIONREVDATEAPRPROJECT NO.:
DESIGNED BY:
REVIEWED BY:
DRAWN BY:
DATE:
Copyright 2023
C-5.02
10/25/2022JU
MB MB
10876-00UTILITY PLANATLANTIC BEACH COUNTRY CLUB, INC.SCALE: 1" =
0
##
##'####
LEGEND
EASEMENT
PROPERTY BOUNDARY
SILT FENCE
WATER MAIN
SANITARY SEWER
FORCE MAIN
SF SF
NOTES:
1.VARIOUS EXISTING UTILITIES INCLUDING BUT NOT
LIMITED TO WATER, SEWER GRAVITY AND
FORCEMAINS, TELEPHONE, ELECTRICAL, ETC. EXIST
IN PROJECT AREA. CONTRACTOR TO TAKE ALL
PRECAUTIONS NECESSARY TO LOCATE, IDENTIFY,
AND VERIFY ALL UTILITIES PRIOR TO
CONSTRUCTION. CONTRACTOR TO NOTIFY THE
ENGINEER OF ANY CONFLICTS OR DISCREPANCIES
WITH THE PLANS AND ACTUAL FIELD CONDITIONS.
COST ASSOCIATED WITH UTILITY LOCATIONS AND
NECESSARY RELOCATIONS OR ADJUSTMENTS TO
EXISTING SYSTEMS TO BE INCLUDED IN THE
CONTRACTORS BID PRICE. NO ADDITIONAL
PAYMENTS WILL BE MADE.
2.ALL NEW WATER AND SEWER TAPS TO BE
PERFORMED BY UTILITY CONTRACTOR OR LICENSED
MASTER PLUMBER AND MUST BE SCHEDULED 48
HOURS IN ADVANCE THROUGH JEA INSPECTOR.
3.ALL POTABLE WATER PIPE 3" IN DIAMETER OR LESS
SHALL BE N.S.F.P.W. RATED.
4.SEE PLUMBING PLAN FOR CONTINUATION OF ALL
WATER AND SANITARY LINES AT THE BUILDING.
5.ALL ONSITE WATER AND SEWER APPURTENANCES
OUTSIDE OF ROW SHALL BE PRIVATELY OWNED,
OPERATED AND MAINTAINED.
6.FIRE HYDRANT TOPS AND CAPS TO BE PAINTED
ACCORDING TO NFPA 291 CH. 5.
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 #107-14-231ADDENDUM #107-14-234PHASE 2 90% CD09-01-23