Permits The Palms At Fleet Landing Sewer Plan W r�' to
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GENERAL N ES - WATER-ANQ-$E-W-E-R WE NO.BUFFER
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1, ALL FIRE HYDRANTS. VALVES AND BOXES WILL BE LOCATED WITHIN THE RIGHTS-OF-WAY <
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AND SHALL ONCLUDE TEE, 6" GATE VALVE AND BOX AND HYDRANT.
WETLAND BUFFER
2. THE CON11RACTOR SHALL ADHERE TO ALL GENERAL NOTES ON SHEET 2 INCLUDING THE 6' :96 BEND 0
NOTES BELOW.
WETLANDS FIRE. HYDRANT. 0 < I to
0
3, ALL PVC PIPE SHALL BE PRESSURE TESTED TO 150 PSI TO CONFORM TO TEN STATE STANDARDS. 6" DOUBLE DETECTOR CHECK n
THE PIPE JOIIINTS SHALL BE STAGGERED. THIS SITUATION MAY BE OR MAY NOT BE NOTED BACKFLQW. PRE.VENTER WITH I
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ON DESIGNED DRAWINGS, RETAINING WALL 2-2 t/27 PUMPER. CONNECTION
PER FIRE M A RSHALL REQ. L/4
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4. ALL WATER MAIN$ SHALL BE IN ACCORDANCE NTH THE CITY OF ATLANTIC BEACH
SPECIFICATI00NS ON SHEET 7. i5
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5. WATER MLETER BOXES MUST BE FURNISHED AND INSTALLED BY THE CONTRACTOR. METERS UJ
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WILL BE SET BY THE CITY, -j
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6. UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR DIGGING OUT AND ADJUSTING MANHOLES 17 0
POND V)
IN RO'ADWAY.-
19
"Wo OR 'IS' IN CURB LOCATING APPROPRIATE WATER OR SEWER SER%ACES (COLOR 8"x REDU R 010
7. MARK 8 6' WA F
"W" BLUE, "§" RED).
�22) FIRE
09
8. ALL SEWE-IR SERVICES SHALL HAVE A MINIMUM 30" COVER AND MAX 60- COVER AT R/W RA T4
6'x
LINE BASED ON FINAL GRADE. ANY DEVIATIONS SHALL BE NOTED IN THE "AS-BUILTS'. EXIST 8" WATER:MAIN
SERVICE PIPING SHALL BE THE SAME MATERIAL CLASS AS THE MAIN. VC WATER MAIN IRE HYDRAN 06
4"' 5
9. ALL SEWEA LINES SHALI BE IN ACCORDANCE WITH THE CITY OF ATLANTIC BEACH
SPECIFICATIONS ON SHEET 7. G) 8"x6" TEE (3D
8" PVC WATER
w 6 G.V. W/BO
10, ALL WAI'fR AND SEWER CONSTRUCTION WITHIN THE CITY OF, JACKSON\ALLE SHALL BE 6- STUB a' .90
ACCOMPLISHCD BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PROVISIONS
RIDA STATUTES. 8. p rxr TAMN�
IF CHAPTER 489 FL IZ 2 PVC WA 1 11 MAIN 1- 11
TEE VALVE
IRE H R PAVEMENT REPAIR
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8" PVC WATE�R MA14 4*
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12" FL(USHING HYDRAN Ox .8'� 2. 12-5' 13END 6:
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8.55 1 2.94 194 A Cip ALL,
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SEWER SERVICE (TYFI.)-
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--INSTALL (2)
1250 GAL. 6" SEWER-
GREASE TRAPS STUB
SEWER
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F� FiRE HYORANT 1 6" G.I. PIPE
TH TEST HOLE
ECF - 'ELECTRIC CONTFUL FOX TO BUILDING 2. .6" 90' G.I. ELBOW
a.FP � SACKFLOW PREVVIIER (TYP)I
WEIL = WAIEP UNE BEN't�
S - 0PTAR)' SEWER R
S - S 5. :V G,I. PIPE NIPPLE
OWI � OiLY WASTE IGLO(� EVIEWED Div.
'W: - SA' f WATER IGLOO
4. 6" DOUBLE DETECTOR CHECK VALVE Jacksonville Fire Prevention DRAVANG NO.
S! SAN;TARY '-�,EWER iGLOO
VvM = WATER METER BACKFLOW PREVENTER
5
MW � MONITORING WELL j:: AS APPROVED BY FIRE DEPT. OF
LP METAL LIGHT POLE 2 12008
-FIFIF0 CLAY PIPE 5. 6, x 6" x 6" G.I. TEE
VCP VI 1 0551
rf,8 -,ELEi`H0NE O'CNTPOL BOX JOB NO..
No EXCEPTION
-VII - ELEICTRIC MAN"OLE 2 . 6. 6" CHECK VALVE *-NOTE0
TIVI&I = TELEPHONE MANHOLE Ex A
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SMH = SEWER MANHOLE 7. 6" x 2 1/2" G.I. REDUCER
G A Glu'y ANCHOR
1^PP CONCRETE POWER POLE 8. 2-2 1/2" PUMPER CONNECTION . ... ..
MSF METAL SIGN POST
SO SQUARE
SEAL :SMAIURE
STM STEAM PIT
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I'V-- INVERT EIRE DEPARTUM
RCP REINFORCED CONCRETE PtPf N.T.S.
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GENERAL NOTES WATER-AND_3Lff_R 1 INCH 60 FT. f ft,
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WETLAND..BUFFER z U 14-
1, ALL FIRE HYDRANTS, VALVES AND BOXES WILL BE LOCATED WITHIN THE RIGHTS-OF-WAY La 0.
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AND SHALL INCLUDE TEE, 6" GATE VALVE AND BOX AND HYDRANT. z
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2. THE CONTRACTOR SHALL ADHERE TO ALL GENERAL NOTES ON SHEET 2 INCLUDING THE WETLAND BUFFER :.i�
NOTES BELOI`W. u-
WETLANDS (4) 6- �90 BEND Lo <
3� ALL PVC PIPE SHALL BE PRESSURE TESTED TO 150 PSI TO CONFORM TO TEN STATE STANDARDS.
THE PIPE JOXNTS SHALL BE STAGGERED. THIS SITUATION MAY BE OR MAY NOT BE NOTED FIRE HYDRANT:
6" DOUBLE DETECTOR CHECK
ON DESIGNED DRAWINGS,
RETAINING WALL BACKFL6W PREVENTER WITH
2-2 1/2" PUMPER CONNECTION Lq I
4. ALL WATf4R MAINS SHALL BE IN ACCORDANCE WITH THE CITY OF ATLANTIC BEACH PER FIRE MARSHALL REQ. z :Lu
SPECIFICATI(X4S ON SHEET 7, j
ETER BOXES MUST BE FURNISHED AND INSTALLED BY THE CONTRACTOR. METERS:
5, WATER Mf 14
WILL BE SEf BY THE CITY. %.W
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6. UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR DIGGING OUT AND ADJUSTING MANHOLES
IN ROADWAY.- 17 . U2
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POND U-)
7. MARK "e OR 'S" IN CURB LOCATING APPROPRIATE WATER OR SEWER SERVICES (COLOR 19
20 u
'IS" RED). 1 6" PV WA E R D1 R (n
W" BLUE, 8
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IN
8. ALL SEWER SERVICES SHALL HAVE A MINIMUM 30" COVER AND MAX 60" COVER AT R/W FIRE
c
LINE BASED ON FINAL GRADE. ANY DEVIATIONS SHALL BE NOTED IN THE "AS R T
9
-BUILTS".
SERVICE PIPIING SHALL BE THE SAME MATERIAL CLASS AS THE MAIN.
RED CER
4"' VC WA Imt NAN
9. ALL SEWE�#R LINES SHALI BE IN ACCORDANCE WITH THE CITY OF ATLANTIC BEACH EXIST 0' WATER`MAIN
V)
SPECIFICATJ04�S ON SHEET 7.
5R
.8" PVC WATER 8"4" TEE
10, ALL WATLER AND SEWER CONSTRUCTION WItHIN THE CITY OF JACKSONVILLE SHALL BE MAIN 6.
VISIONS 64?3 G.V. W/8
ACCOMPLISHED BY AN UNDERGROUND UTILITY CONTRACTOR LICENSED UNDER THE PRO ox
IF CHAPTER 489 FLORIDA STATUTES. 6" STUB, .2
4 8" PVC WATER MAIN VxW TAPP NG
TEE k VALVE
RE H R,
AVE ENT REPAIR
12" FLVJSHING HYDRAN I
8* PVC WATE�R MAIN,,
8" 22�5* BENE) .41m.
E L E V A T 1 0 N 1%
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TER MA -4-4/2" S HYDRANT im
8.55 2 E
2 1 4.Z2'I` Z94 A U6
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6" S- A
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HYDRANT
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INV.=7.
INSTALL (2) +
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1250 GAL,
6" SEWER-
292LF 6- PVC SANITARY SE"i_ GREASE IKA STUB 46�,Xll
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it ',�_RELOCATEO.FIRE HYDRANT (1)
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SEE SHEET .8 MR WATER :SERVICE :DETAILS REVENITER :WITH 0
'TV.\\ 2-2NV2." RUMPER-tCIINNECTI Q. co a. &e 0 m
W:Q _<,
AND SEWER SERVICE DETAILS. R0 0:8.
PER E MAIRSHALL.-rREQ. 0
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FVP - FUEL VALVE PDX 7
WV = WATEP VALVE
= F�RE HYDRANT 5 SERVICE LEGEND
A
TH � T*EST HOLE
EC-8 - ELECTRIC CONTF�ril_ p
: OX 6" G.I. PIPE
B;7P � &A(.K�-LOW PREVENIER
WEIL WA1.E'R LINE BENID TO BUILDING
2.
SS SANITARY' SEWER (typ)r 90* G.I. ELBOW
0 W, OjLf WASTE !GLOI� 2 Ir
:6�' G.I. PIPE NIPPLE
S'Wz' SAL WATER IGLOO
C! SANITARY SEWER k;;100 .j
*M WATER METER 4. 6" DOUBLE DETECTOR CHECK VALVE
W P REVIEWED
MW MIONITOPING WELL 13ACKFLO REVENTER le Fire Prevention Div-
MLP = METAL LIGHT POLE By JacksonVif DRANNGN0..
VcP = VITRIFIED (1AY PIPE 2 AS APPROVED FIRE DEPT.
T�,'a � TELEPH,'_)Nt CV17POL BOX X
5. X %
ELECTRIC MANI4JLE 5 OF
6" G.1. TEE
2 12008
TMH = TELEPHONE MANHOLE .15r"
6. CHECK
YAH = SEWER MANHOLE VALVE
UY AN HOP
7. 15" x 2 1/2" G.I. REDUCER
G A G, C eNO EXCIEPTR N
CONCRETE Pf,WEP POLE
MSP = METAL SIGN POST 0 E!2j��! AS NOTED
81 2-2 1/2" PUMPER CONNECTION FILE.... :05. �j
10 = SQUARE t0 SHEET
M
STEAM PIT
�D. FOUND
bM BENCH MARK
CONCRETE
AL & SIGNATURE-.
INV- � INVER"I
SE
RCP = REINFORCED CONCRETE PIPE
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'A DIAMETER COMEC ON DETAIL
N.T,S.