HomeMy WebLinkAboutREVISION 12-13-18OFFICE USE NLY:
DATE FILED:
REVISION
FE
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LO
TION/SITE REVIS101
ADI
REZ6,,_ Al,F Mtt'j
ULte
-fLfL4
DEI
klLED DESCRIPTION OF PROJECT
RE
SIONS: e h a
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: b(Ij
BUSINESS NAME: I f I o h h (
rbinl Win STATE:
(DAYTIME): - 739.7
UBUILDER INFORMATION:
(DAYTIME:
NA_
ADDRESS:
ST. LUCIE CO CERT. #:
_ ZIP:
FAX:
STATE:
FAX:
INFORMATION:
CI STATE: ZIP:
PHO (DAYTIME): _ FAX:
cr►��. RECEIVED
SLC :9123109 By
Revi d 06130117 StorloNlItl+ DEC 13 2018
�• COP Permitting Department
St. Lucie County, FL
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EX. 12" WM I.
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EX. 6 G.V ....._ _. '" EX.12' U E.
_.. .. ............ .. .. __ - O.R.B. 1295, PG. 1926 _. I
I KITTERMAN ROAD
EX. 8 FM
EX 16" WM. .,
\\\ PROP. 2'xl" REDUCER r�
1" METER E
.AND 1" RPZ-BFP '�—' • - ° ° T-
"
EX. 2" FM '
PROP. 6"x2" DBL STRAP SADDLE, EX FH PROP. 82±LF 6 PVC _
2" GATE VALVE, 6t LF 2" POLY, - FIRE SERVICE ¢ f:
3" BRASS 90° BEND, St LF 2" BRASS I �p O S PROP. 1" PE
/1 ..............w.
PIPE, 2" BRASS ANGLE VALVE POTABLE SERVICE
(PER PSLUSD DETAIL W-02)
REMOVE CAP AND PLUG AND PROP LIGHT
PO[ F (T1P)
EXTIND EX. 6" WM AS NECESSARY ......... .. E.'s
PROP. 6" ISOLATION VALVE -
PER PSLUSD DETAIL W-07
(POINT OF SERVICE) I R I
V AND P.LV. FDC' PROP. FDCCONTROL ° Y
PROP. 6" DDC
PROP (AFTER
VALVE PER FIRE PLANS) I
PROP. 68±LF 4" PVC
PROP. 6"x6"x6" TEE _ I
AND 6"x4" REDUCER
PROP. 6"x6"x4 TEE, AND
°p 15x LF 4" PVC _•_„„
I BLDG C t Ex:12.00' U.E. I
PROP. 27N 6" PVC BLDG D
72,750 SF.{�� I
3 6,675 SF F.F.E. - 13.50'NAVD
k' E F.F.E.=13.50'NAVD I I
i
a I PROP. 6" CO
INV. EL. 10.55'
I
I I
� I
12' VEHICULAR AND
— 1
PEDESTRIAN EASEMENT ,
xr
IROP PDc) (ORB 2930 PG 29)
PROP. 6'x6"x4" TEE, I
" : ° PROP. 106 6" PVC LATERAL i
BLDG B
AND 6t LF 4 PVC
@
@ e"/FT MIN. SLOPE EX. PUMP STATION
11,250 SF
PROP. 6"x6"x6" TEE, 6"
F.F.E.aso'rvnw PROP. 6"CO PROP. WYE CONNECTION TO
0 6"x4" REDUCCERER
INV. EL. 9.45' EX, @ INV. EL. 8.75'±
X. L
PROP. 26m LF 6' PVC AND
° FIRE HYDRANT ASSEMBLY
`
...... ...,.
PROP. 26t LF 4" PVC
I
I \ .,".. �) P.O.S; '
0,1 5 SF
F.F.E.=1350NAVD /
I '
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IIIIII IIIII
I ` JIIIIIIIIII
I � IIIII I�Ilji
�,, IIIII I�IIIII
III .IIIII
I I I
PROP. 4+N� 5° BENDS
PROP. 67 LF 6" PVC LATERAL
@ }'YFT MIN. SLOPE
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UTILITY NOTES
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O ;;u ;u
= I
1.
ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.
I
2.
CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING
= =
(ZD � --1
=
3.
LINE.
SANITARY SEWER LATERALS SHALL BE 6" PVC SCHEDULE 40
Vco00
4.
MINIMUM TRENCH WIDTH SHALL BE 2 FEET.
/)
5.
CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3 FT. OF COVER ON ALL WATER MAINS.
=
6.
EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.
fm D D
I
7.
REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
8.
CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARDS TO
v D
I
MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.
O
9.
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
z
ON THESE PLANS IS ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
Cs
MEASUREMENTS TAKEN IN THE FWN
IELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE, THE
CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATION OF UTILITIES, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE
ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
10.
CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR
UTILITY SERVICE COMPANIES.
11.
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND
SPECIFICATIONS.
12,
ADD BENDS OR DEFLECT AS NECESSARY TO MAINTAIN PROPER PIPE CLEARANCES. MINIMUM T OF COVER OVER WATER
LINE. IF 6" MINIMUM CLEARANCE OVER CONFLICT CANNOT BE MAINTAINED, THEN INSTALL WATER BELOW CONFLICT
WITH 1' MINIMUM SEPARATION.
sc lay�
styildormol
F 11 L E COPY
t 7 �'D MINIMUM SEPARATION BETWEEN PSLUSD FACILITIES AND OTHER UTILITIES
yy°t
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Sym`y
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ITT
N1 (1) WATER MAIN SHOULD CROSS OVER OTHER PIPE, WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUM SEPARATION IS iB".
Q (2) RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
Z (3) RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, FA.C.
(4) A PSLUSD FACILITY INCLUDES MAINS AND STRUCTURES FOR POTABLE WATER, WASTEWATER AND RECLAIMED WATER. WHEN A GRAVITY SEWER IS
TO BE INSTALLED PARALLEL TO A DRAINAGE PIPE GREATER THAN 15" DIAMETER A MINIMUM HORIZONTAL SEPARATION OF 15' SHALL BE MAINTAINED;
GREATER SEPARATION MAY BE REQUIRED BY PSLUSD FOR PIPES LARGER THAN 24" IN DIAMETER. WHEN A FORCE MAIN OR RECLAIMED WATER MAN
z >° IS TO BE INSTALLED PARALLEL TO A DRAINAGE PIPE A MINIMUM HORIZONTAL SEPARATION OF 8' SHALL BE MAINTAINED; A GREATER SEPARATION MAY
> BE REQUIRED FOR DRAINAGE PIPES LANCER THAN 48" IN DIAMETER,
G � c
WANT mum
OTHER PIPE
HORIZONTAL SEPARATION
CROSSINGS (1)
JOINT SPACING ®CROS$INOS
(FULL JOINT CENTERED)
GRAVITY OR
PRESSURE SANITARY SEWER,
WATER MAIN
WATER MAIN
QI
10'MI IMUM
SANITARY SEWER FORCE MAIN,
HORIZOC ITAL BENDS
MIL/ 4° 221/V 45"
f-L-� 10I L L"i
90' H
Ir Bo°
10'T TEE �' IN -LINE VALVE
NOTES:
1. THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING
ASSUMPTIONS:
- SOIL CONDITIONS'. SILTY SAND ISM)
TRENCH TYPE:3 (PIPE BEDDED IN 4" MINIMUM OF LOOSE SOIL WITH BACKFILL LIGHTLY COMPACTED)
- MINIMUM COVER: 3 FT
- SAFETY FACTOR: 15
.TEST PRESSURE: 150 PSI
- • SIZE ON SIZE TES & 5' LENGTH ALONG RUN
2. IF FIELD CONDITIONS DIFFER FROM THE ABOVE, THE ENGINEER -OF -RECORD (EOR) SHALL SUBMIT CALCULATIONS
BASED ON THE FIELD CONDITION FOR REVIEW AND APPROVAL OF PSLUSD.
MIXIMVM CONSTq VCT10N STANOARON FOR DETAIL: D`O9
F
� clrr OP PORT aT. wen=. PIPELINE RESTRAINT DATE: 201s
'!90D a.a. o.OVX LAIM
'PORT ST. wcle, FL a9aw REQUIREMENTS (HORIZON TAL) SCALEI N.T.B.
PHONE (772) aFY6400 PAX(772) 87S6433
HORIZ TAL-
L(FEET)
DIAMETER 11114° 22-112° 45° 90• TEE* VALVES OR
BRANCH DEAD END
4" 2 4 8 18 20 39
6" 3 5 11 25 38 55
B" 4 7 14 33 52 ]2
10" 4 8 16 39 65 8]
12' 5 9 19 45 80 102
14` 5 11 21 51 93 116
i6" 8 12 24 5] 10] 131
18" 7 13 28 63 120 165
20" 7 14 29 66 133 159
24" 8 16 33 79 757 185
30" 10 19 39 93 792 222
36' 11 27 44 106 225 257
42" 12 24 49 117 254 289
48" 13 2fi 53 128 283 321
ROUNDED CONCRETE OR CAP
6" SCH 40 STEEL
PIPE OR DIP FILLED_/
WITH AND SET
IN CONCRETE
TWO COATS OF YELLOW PAINT
'.�;SLOPE CONCRETE TO DRAIN-YY
EXISTING GRADE,
0.35 YW CONC. MIN. `
ROUNDED CONCRETE OR CAP
6" SCH 40 STEEL
PIPE OR DIP FILLED_/
WITH AND SET
IN CONCRETE
TWO COATS OF YELLOW PAINT
'.�;SLOPE CONCRETE TO DRAIN-YY
EXISTING GRADE,
0.35 YW CONC. MIN. `
' (3000 F.B.I.)
+1'
MINIMUM CONSTRUCTION STANDARDS FOR
CITY OF PORT BT, LUCIE
900 B.E. OGDEN LANE
PORT ST. LUCIE, FL 34983
•..n"�"
PHONE (772) 873-6400 FAX OFa) 373.6433
i
PAVEMENT
XISTING BASE
FILE NAME: 0-15
BOLLARD DETAIL DATE, 2013
SCALE: H.T.S.
- SHEET:1 OF 1
DLID COPPER LOCATOR WIRE TRENCH WIDTH
BE PLACED ON TOP OF PIPE
LOOPED AT EACH BELL FOR
ILL WATER AND FORCE MAINS
FINAL \ I X
1CKFlLL
�-SEE NOTE #4
I-
I
TAMP)
6" MIN. 6"MIN.
ITMAX 12 MAX.
�J (FLAT
\ f
a INITIAL
4
y BACKFILL \\
\ PIPE ONE
PIPE
A (SIDE TAMP)
BEDDING
UNDISTURBED SOIL
i. FORENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX,
DIMEN NS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS.
2. IF TH MAXIMUM TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM EMBEDMENT
SHALL BE COMPACTED TO FINAL BACKFILL REQUIREMENTS. IF THE PIPE IS INSTALLED IN A COMPACTED
EMBANKMENT. THE EMBANKMENT SHALL BE IN PLACE AND COMPACTED TO 12" MIN. COVER BEFORE
INSTALLATION OF PIPE.
3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND
ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH OF 4 TO 8
INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED,
4. THE INTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT
5, AN A ROVED LOCATOR WIRE SHALL BE USED.
6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD
(2\ INIMUM CON9TRVCTI0N BFANOgPgB FOR DETAIL; 604
r7„fit'; rrofeonrsr.LueN STANDARD PIPE TRENCH CROSS pare:3ols
+� 80 B.E. OpDEX LANE
� CRT 6T. LVCIEr EL 99909 SECTION BCPLE: N.T.S.
„•,�,-,�., NONE (]731 pT9.p400 TAX (T73)879.0983 "..... • .. •
VE ICAL BENDS
I-L{ I`I
n 1/4 t t/a• az 1/z zz t/z•
I L I L � i�
45'
45'
HO
L
VER AL OFFSET-L (FEET)
DIAMETER
11-114•
-1/2°
45'
ee^
UPPER
BEND
LOWER
BEND
UPPE
BEND
LOWER
BEND
UPPER
BEND
LOWER
BEND
UPPER
BEND
LOWER
BEND
4"
4
2
6
3
V
5
39
71
6"
6
2.
11
4
23
7
55
15
8"
8
2
15
4
30
9
72
20
10
9
d
iB
fi
66
iq
87
24
12"
it
3
21
6
43
- 12
102
28
10'
12
4.
24
7
49
14
718
32
i6'
13
4
27
8
55
18
13/
36
18"
15
4'
29
8
60
17
145
40
20"
18
5
.32
9
68
19
158
44
24"
79
6
37
11
785
51
30"
22
T
45
13
222
fit
38"
26
8
52
15
256
]742"56
i6
In
289804fl'6418
320
89
NOTES:
1, THE REQUIREMENTS SET FORTH ABOVE WE
CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING
A$$DMPTIQNS:, I
' -SOIL CONDITIONS: SILTY SAND ISM)
-TRENCH TYPE:3 (PIPE BEDDED IN 4" MINIMU
F LOOSE SOIL WITH BACKFILL LIGHTLY COMPACTED)
-UPPER SIDE MINIMUM COVER:3 FT
-LOWER SIDE MINIMUM COVER: SFT
-SAFETY FACTOR: 1.5
- TEST PRESSURE: 150 PSI
2. WHEN CONDITIONS DIFFER FROM THE ABOV
THE ENGINEER -OF -RECORD (EOR)01-0ALL SUBMIT
CALCULATIONS FOR REVIEW AND APPROVAL
PSLUSD.
3, ALL JOINTS BETWEEN UPPER AND LOWERB
OS SHALL BE RESTRAINED.
MINIMV M GON9TPVCTION 9TAHOapD9 FOp
clrr DF PopT ST. wcl¢
PIPELINE RESTRAINT
DETAIL: 6-q9
DATE: 2016
9009.E. OOOEN LANE
roar an LUCIE, FL aeaea
REQUIREMENTS (VERTICAL)
scaw: N.T.S.PHoxe
(772)e79.6490 PaN (773)ei3.e499
8H6Eh 1 OF 1
REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION ASSEMBLY
METER SIZE METER SPACE
5 2"
B
SEE CHART FOR
METER SPACING
VALVE 5 8" % 3 4" 7-1/2"
TYPICAL) T.10-3 4°
/
1 "-1 2" 13"
/
2" 17"
ANGLE VALVE
METER VALVE J METER '.
W/LOCK (BRASS) 12" MIN. '
PACK JOINT 24" MAX.
TYPE "K" COPPER
UTILITY CUSTOMER
OR BRASS
MAINTAINED MAINTAINED
TO BUILDING
SEE STANDARD VALVE / \
BOX DETAIL G-07 / \
FINISHED GRADE I �
''. I VARIES MALE
RON PIPE THREAD
PACK
DINT COUPLING (BRASS)
POLYETHYLENE PIPE
SERVICE SADDLE
24"�iI WATER, SEWER OR REUSE
�•- <" CAST IN COVER AS APPLICABLE
3'0 X }" TH@K BRONZE DISC ANCHORED IN CONCRETE
q^ WIRE PORT PAD WITH HOOK DISPLAYING e" DEEP LETTERS CAST
INTO DISC ®TATING NUMBER OF TURNS TO OPERATE &
SCHEMATIDALLY IDENTIFIED MAIN &VALVE LOCATION
24"
A 6°GV A
-q}7,. XX, TURNS r•-3
CONCRETE VALVE COLLAR PIN FOR y
ANCHOR -"'- ---Ill
SECTION A -A
Yf4 RESAR 24"X24"XIT' THICK
r CONCRETE COLLAR
FINISH GRADE MATCH EXISTING SURFACE
`•� ROAD MATERIAL
WIRE PORT
CAST IRON VALVE BOX
� VALVE BOX ALIGNMENT DEVICE
LOCATOR (SEE NOTE #?)
WIRE VALVE
RISER PIPE
PIPE PER
APPROVED PLANS
BAG OF CONCRETE MIX
NOTES:
i. WHEN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO
BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE, A STEEL CENTERING PLATE, WELDED TO THE EXTENSION. IS
ALSO REQUIRED.
2. A VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOX AGAINST THE
OPERATING NUT.
3. BOLT DOWN COVER SHALL BE USED IN ALL AREAS.
4. C900 P.V.C. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED.
5. RPM'S SHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS.
8, THE TOP SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL BE PAINTED
BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS.
MINIMUM CONSTRUCTION 3T4NOAR08 FOR DETAIL. 0.07
C:TY OF PORT BT, U.,., OgTE: 2015
' 9009.E.OBDEN LHNE
TYPICAL VALVE BOX AND COLLAR
Panr 9r. LUCIE, FL a4ae9 ecALel Nas.
PHONE (]73)8]Y6400 FAX 1]]2181J-8993 9NElT:1 OF 2
REDUCER
L =RETRAINED LENGTH AT LARGER SIZE OF REDUCER (FEET)
DIAMETER
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
30"
36"
42"
48"
4"
29
52
71
89
105
121
736
151
779
217
253
285
318
6"
31
53
74
93
111
727
143
772
211
249
282
315
8"
29
54
76
96
174
131
763
204
243
277
310
10"
30
55
78
98
117
157
795
235
271
305
12"
3D
56
79
100
137
184
226
283
299
14"
30
56
79
120
171
216
255
292
18"
30
56
101
15$
204
245
283
18"
�
30
80
140
190
233
273
20"
Sfi
127
175.
221.
263
24"
78
141
192
238
30"
78
140
194
36"..
75
139
42"
75
' NOTES:
1. THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING
ASSUMPTIONS:
-SOIL CONDITIONS SILTY SANG ISM)
-TRENCH TYPE: 3 (PIPE BEDDEDIN d"MINIMUM OF LOOSE SOIL WITH BACKFILL LIGHTLY COMPACTED)
-MINIMUM COVER:3 FT
-SAFETY FACTOR: LS
-TEST PRESSURE: 150 P51
2, IF FIELD CONDITIONS DIFFER FROM THE ABOVE. THE ENGINEEROF-RECORD(FORT SHALL SUBMIT CALCULATIONS
BASED ON THE FIELD CONDITION FOR REVIEW AND APPROVAL OF PSLUSD.
MIXIMVM CONSTRUCTION STANDARDS FOR
DETAIL: O-Ca
cr7r OF PORT ST. LuaE
PIPELINE RESTRAINT
DATE: 2013
voaia'r. rune �Figi49e9
El
REQUIREMENTS (REDUCER)
aegte:
PHONE (T]2)8]a-6480 FAX (TNI eTYe43]
aHEET: a OF 3
UTILITY MAINTAINED
CUSTOMER MAINTAINED
SEE TYPICAL VALVE
POINT OF SERVICE (P.O.SJ
' BCK AND COLLAR
DETECTOR METER
DETAIL c-07
FROM MAIN
TO CONSUMER
PLAN VIEW
all
RESILIENT SEAT
' OS&Y GATE
VALVE (ttP)
TEST PORT (ttP)
90• (TYP)
o Oo Y SEE NOTE
2
GRADE
GRADE
IN (1 4 REBAR
12' MIN.
FINISH GRADE 8 24" MAX,
MIN. 6" THICK CONCRETE
(3,000 PSI) WITH 6X6 WIRE MESH ADJUSTABLE
PIPE SUPPORTS RESTRAINED PIPE DEPTH VARIES30" MIN,
PER DETAILS & ANCHORED TO PAP
SPECIFICATIONS SEE DETAIL G-08
SIDE ELEVATION VIEW
NOTES:.
1. ALL PIPE AND FITTINGS SHALL BE CLASS 53 DUCTILE IRON INCLUDING AND IN BETWEEN BURIED
ELBOWS.
2, ALL UNDERGROUND FITTINGS SHALL BE RESTRAINED MECHANICAL JOINT TYPE &ALL ABOVE GROUND
FITTINGS SHALL BE FLANGE JOINTS WITH FULL FACE NEOPRENE GASKETS, WITH STAINLESS STEEL BOLTS.
Z. 'A 3/8" STAINLESS ' STEEL '. CHAIN &LOCK SHALL BE PROVIDED BY CONTRACTOR FOR THE VALVES AS
REQUIRED 'BY THE PSLUSD, VALVES TO BE LOOKED L P N OPEN POSITION. '
4, TO MAINTAIN CONTINUITY OF
SERVICE DURING REPAIRS TO THE ASSEMBLY, AN ISOLATION VALVE SHALL
BE:. PROVIDED ON THE. UTILITY'S MAIN AS SHOWN.
5, AT THE DIRECTION 'OF THE PSLUSD, BOLLARDS MAY BE REQUIRED 70 PREVENT DAMAGE FROM
ACCIDENTS. REFER T0, DETAIL C-iS FOR, BOLLARD INSTALLATION. CITY POST ST. LUS I
8. A BRASS PLUG SHALL BE INSTALLED IN ALL TEST PORTS.
MINIMUM CONSTRUCTION BTGNOaROS FOR DETAIL: W.O]
0008 QF OODEN LANE IE FIRE SERVICE DATE: 201E
PORT BT. LUCIE FL 24982
BACKFLOW ASSEMBLY RCALE: N.T.S.
PNONEIT]Y16]a.8400 FAX ITRI 9T]A9a3
SNEET:1 OF 1
FINISH COVER MARKED "PSL SEWER" MATCH
GRADE AND PAINTED GREEN FINISH
6"MIN. I CONCRETE COLLAR
SCREW CAP/PLUG
ACCESS BOX
AND COVER
6" RISER
6" 45' PVC ELBOW
MARKER BALL 45' PVC WYE
(SEE NOTE �J3)
PVC
PVC CAP AT
NOTES: TERMINUS
1. AN ACCESS BOX AND COVER SHALL BE USED,
2. CLEANOUT ASSEMBLY SHALL BE INSTALLED AT A MAXIMUM 75' INTERVALS AND AT TERMINAL
POINT OF THE PSLUSD RESPONSIBILTY. THE LOCATION SHALL BE IN ACCORDANCE WITH THE
PSLUSD UTILITY STANDARDS.
3. MARKER BALL SHALL BE STRAPPED TO THE ELBOW,
MINIMUM CONSTRUCTION STANDARDS FOR DETAIL: WW.BS
CITY OF PORT BT. WCIE
E
8068.F. ODDEN LgHF SANITARY SEWER CLEANOUT GATE: 2013
PORT ST. LUCIE, FL 96889 SCALE: N.T.S.
PHONE (772) 879.8400 FAX (P318T18933
SHEET: , OF 1