Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutSITE&UTILITY PLAN 5-16 MBVscanDELL. SOUTH
UNDERGROUND
CABLE INDICATOR
n �
,
CRty
O MAF
- BENCH MARK t
GD
39
SE"1 PKJNAiL 13.E
4. DISC #5102 a
12.76 NAVD 88 ,
N=11613,5i `-671
. E= 722508,383 �
i
�.
l
o 5
-0
�1
t a
t
% 1
t �
t
1
m
SILT FENCE (TYP.)
PORTION OF EXISTING
SEAGRAPE TO BE
REMOVED
a
y a
j t
ii ,
Ik"DOIN PLAN
SCALE: 1" = 10'
72 HOURS BEFORE DIGGING
CALL TOLL FREE
KNOW WHAT'S BELOW
SUNSHINE81 1. COM
SEE SHEET C6 FOR EROSION CONTROL DETAILS
.:TILT FENCE (TYP.)
IV
ST. LUCIE COUNTY PROPERTY
VACANT
(NOT INCLUDED)
EXISTING' BUii._DING
(UNDER CONSTRUCTION)
SEAWARD AT ATLANTIC VIEW
CONDOMINIUM
(NOS" INCL.U) :D)
OWNER/APPLICANT
MARK WALPERT��
4235 N HWY A1A, OCEAN HARBOR VILLAS #11
FT. PIERCE, FL 34949
PHONE (203) 778-9950
SITE ADDRESS
5050 NORTH A-1-A
FORT PIERCE, FLORIDA 34949
TAX PARCEL I.D. NUMBER(S)
1414-220-0005-000-5
PERMITS REQUIRED
ST. LUCIE COUNTY RIGHT-OF-WAY PERMIT
FDOT UTILITY PERMIT
FDOT DRIVEWAY PERMIT
FDEP WASTEWATER PERMIT
(FLOOD ZONE
THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONES 'X', AO(DEPTH1'), AO(DEPTH2'), VE(EL14)
AND VE(EL15) F.I.R.M. PANEL NO. 121 1 1 CO093J DATED DEC. 15, 2012.
SANITARY SEWER SOURCE
ST. LUCIE COUNTY UTILITIES
POTABLE WATER SOURCE
ST. LUCIE COUNTY UTILITIES
DECAL DESCRIPTION
THE SOUTH 110 FEET OF THE NORTH 660 FEET OF SECTION 14, TOWNSHIP 34
SOUTH, RANGE 40 EAST LYING EAST OF STATE ROAD A1A RIGHT-OF-WAY, SITUATED
IN ST. LUCIE COUNTY, FLORIDA.
LEGAL DESCRIPTION
THE SOUTH 110 FEET OF THE NORTH 660 FEET OF SECTION 14,
TOWNSHIP 34 SOUTH, RANGE 40 EAST LYING EAST OF STATE ROAD
A'IA RIGHT—CF—WAY, SITUATED IN ST. LUCIE COUNTY, FLORIDA.
AREA OF
SEAGRAPE
REMOVAL
s
...._....: _........:......... _.:.
EXISTING
CONCRETE
SIDEWALK
�7j� EXISTING
ELEVATION
OE------ EXISTING
OVERHEAD
ELECTRIC
----- FM -- EXISTING
SANITARY
FORCE MAIN
-a a PROPOSED SILT FENCE
I C,4 1 n l tl un l (Dl l-
0
OptEL
N
m
I
_
l.Ll
IY
0
(n
Q
a
o w
z
wN�r..
® co
L- 0) 00
tl)
L N
0 N N
N W
coLo �•
() Ix
oo � CL
N
O
w
J
0 L0
.- Lf)
O
n00
L0 Co
N mot'
N
M rl-
. No
��
.t
'
LLJ 00
N
Q �
o
�Q U
N z
4_
W
W
LLI
Lij >z
�W
W
J
O�
Qz
00
LLJ :5u
0
LL
a
0
0
LO
Lli
j
AF,,NON J:: BOVdj ES
"
FL.
PC#5531 3'
D4�rENAV
OF
13-340
ik
BELL BOUT ...I
i i i 1 UNDERGROUND
1i 1 1 ti CABLE INDICATOR
t i i
§ i CROWN OF ROAD BENCH i
t i i MARK FOUND PK NAiL DISC i
BENCH MARK 3935 /
S�_"1' PK/NAIL 1 # i
i 13,26 NAVD 88
�. DISC #55102
' 12.76' NAVD 88
N=11613:0.671
., E=722508.383
w 4i i i i 1 1i
i
u ' '' i �p i
G i
c t t ii i� c:`A i ii C3I
l`z `t i �- i tt i �' qz
S
1 i
- i 1 c
I
rtt r2
CONTRACTOR TO UTILIZE DETAIL G-5 i
`f ON SH ET C4 FOR ANY CONFLICT CROSSINGS.
i CONTRACTOR SHALL'INCLUDE`;ALL CONFLI�T
12LF OF 2" PE WSo i CROSSING COSTS IN ASE BID (TYP)
M 2 i i 55 F 2" P$ i
DIRE TIONAL t BORE i
(SEE pETAICTHIS SHEET)
CONNECT TO EXISTING 18" WM
W 18"x2" TAPPING SLEEVE;
/ & VALVE 1 i
4
1h t
CJ R ,t i
IF APPLICABLE, REPAIR EXISTING i
SIDEWALK IN THIS AREA PER SLC
WZR i
REQUIREMENTS,
i
2" G.V.
1
EXISTING
18" WATER MAIN CONTRACTOR i
TO RESTORE
AREA IN KIND
13 LF OF
2" PE FM i
i
CONNECT TO EXISTING 8" FM I
W/8"X2" TAPPING SLEEVE
& 2" VALVE C
SCALE : 1" = 10'
SEAGRAPE
7
PROPOSED MAILBOX
<ri
PER FDOT INDEX 532
SEE DETAILS ON SHEET C6
Al-
ul
t4 L
�10
i t
ti
1 i
1
UTILITY
2 x 5/8"
REDUCER -�
28 LF 2' PE WS
WAR
W.tR/
WTR�i
CONTRACTOR
TO RESTORE
AREA IN KING
55 LF 2" HDPE FM
DIRECTIONAL BORE
(SEE DETAIL, THIS SHEET)
--.---.-CURVE TABLE .�..�.,........._...__ _.�...
CHORD
�i, .�
,y
CURVE L.E,N{'iE° RADIUS __........_C)El.._....._._.... _ 1S„Afi,E ;3 IIOR..
{1 1591 291493 `�01d8'46" N151508 W_ 15�91.
CL 2.78 2864.93 00'03'20"- N15,22'51"W __. 2.78
SEAGRAPE
S89'19'29' W
`` 11 W tR
"• 'Jig
SAMPLE POINT
2" G.V.
Cs` 2" G.V.
`PROPERTY LINE
R/W LINE
STATE ROAD A-1-A (100' R/W)
R/W LINE
24'f
EXISTING PAVEMENT (46'f) 30'±
13'
-
' EXISTING 8" FORCE
3
1
I
MAIN, CONTRACTOR
e TO FIELD LOCATE
PRIOR TO COMMENCING
I CONSTRUCTION
EXISTING
EXISTING
GROUND
GROUND
t:
_._.�..__..._..__.....__.._...__.�._._._. _._ �...__.... �Il, ,pit,
....lt.�ib._tiSlfi...iSl{k`Etl.........S.tAlt........ 1kElf..ikl€1......--��.L113.r
1
eklaG _.........1.I1:.........._x
..._.........__...—....�__...._....._..._.�..._.......�....._....
1.r.%I.(.,......1.Ila......z),Ilztit.!_........akElc....:
>
z
> > 2"
�p z
G.V.
l � OU
M C)
�
I
TO LIFT
STATION
REVERSE TAP
55 LF 2" PE DIRECTIONAL BORE 28 LF 2" PE FM
72 HOURS BEFORE DIGGING
CONNECT TO EXISTING 8" FM
CALL TOLL FREE
W/8"X2" TAPPING SLEEVE
` I DETAILS
i
1
& 2" VALVE
AA I -
HOR. SCALE: 1"=10' VER. SCALE: 1" 5'
KNOW WHAT'S BELOW
NOTE:
SUNSHINE811.COM
DIRECTIONAL BORE FOR WATER LINE WILL UTILIZE SAME DETAIL BUT WILL NOT
REQUIRE A REVERSE TAP TO CONNECT TO THE EXISTING WATERMAIN.
55
ST. I UCIE COUNTY PROPERTY
VACANT
(NOT INCLUDED)
EXISTING BUILDING
(UNDER CONSTRUC-I10N)
31 LF 3/4"
WATER SERVICE
LIFT STATION ELECTRICAL
PANEL TO BE CONNECTED
TO HOUSE WALL
2 LF 4" PVC SAN. CANTILEVER
LATERAL ® 2.0% (AC PAD)
S89'19'29"W
17 LF 4" PVC SAN
LATERAL 0 2.0%
4'0 PRIVATE FIBERGLASS
LIFT STATION & VALVE VAULT
15 LF 2" PE FM TOP EL.= 12.50
INV. EL.= '10.75
CANTIL(VER
(AC PAD)
SEAGRAPE
`4" SAN CLEANOUT
TOP EL.= 12.50
INV. EL.= 11.30
SEAWARD AT ATLANTIC VIEW
CONDOMINIUM
(NO'f IN
Lu
FDEP SEPARATION CRITERIA:
(1) HORIZONTAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE
MAINS, RECLAIMED WATER PIPELINES, AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS.
(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET
BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER STORM WATER
FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610,F.A.C.
(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE
j
FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR
PROPOSED VACUUM -TYPE SANITARY SEWER.
�
(C) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET,
AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED
GRAVITY OR PREASSURE-TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT
REGULATED UNDER PART 111 OF CHAPTER 62-610,F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS
AND GRAVITY TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID
AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER.
a
-
N
,
uo
Co
�
(D) NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST TEN FEET
BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED 'ON -SITE SEWAGE TREATMENT AND
nn M
DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2),F.S., AND RULE 64E-6.002, F.A.C.
Ln
(2) VERTICAL SEPARATION BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORM SEWERS, WASTEWATER OR STORM WATER FORCE MAINS,
O
o
AND RECLAIMED WATER PIPELINES.
am-
d
N
N
_�
(A) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY OR VACUUMS -TYPE SANITARY
II
SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12
I
_
r
CD
m
w
m
5
INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY
�
C�
(n
<
Q
z
THE WATER MAIN ABOVE THE OTHER PIPELINE.
(B) NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER,
W
WASTEWATER OR STORM WATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF
W
THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE
z5
W
TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.
CROSSINGS DESCRIBED IN PARAGRAPHS AND (B) ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE
4
,�,
:E
<
(C) AT THE UTILITY (A)
o�
CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER
©
L]
U
L]
PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL THE WATER MAIN JOINTS ARE ATLn
LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORM WATER FORCE MAINS, OR
® o
PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART 111 OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM
0
(1-)ALL
JOINTS IN GRAVITY OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED
0) 1 1
WATER NOT REGULATED UNDER PART N OF CHAPTER 62-610, F.A.C.
W N Co r- ,' n �
LIJ m O N d
(3) SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES
(o
O (v) �N
(A) NO WATER MAIN SHALL PASS THROUGH, OR COME INTO CONTACT WITH, ANY PART OF A SANITARY SEWER MANHOLE.
_1
�
(B) EFFECTIVE AUGUST 28, 2003, WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME INTO
U) M r-
(Q v�
CONTACT WITH, ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE.
(4) SEPARATION BETWEEN FIRE HYDRANT DRAINS AND SANITARY OR STORM SEWERS WASTEWATER OR STORM WATER FORCE MAINS RECLAIMED
�: () ' ' r
WATER PIPELINES AND ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS. NEW OR RELOCATED FIRE HYDRANTS WITH UNDERGROUND DRAINS
C) Q N N I
SHALL BE LOCATED SO THAT THE DRAINS ARE AT LEAST THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORM WATER FORCE MAIN,
_jLi- _j
OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C; AT LEAST THREE FEET, AND PREFERABLY TEN
h�
FEET, FROM ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER; AT LEAST SIX FEET, AND PREFERABLY TEN FEET, FROM ANY EXISTING OR
`' ``' Li L
PROPOSED GRAVITY -OR PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED
'ON
Lo ® z {�
CK m
UNDER PART 111 OF CHAPTER 62-610, F.A.C.; AND AT LEAST TEN FEET FROM ANY EXISTING OR PROPOSED -SITE SEWAGE TREATMENT AND
m
LL U-
DISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6.002, F.A.C.
m a
i
LEGEND
EXISTING CONCRETE SIDEWALK
PROPOSED PAVER BLOCK DRIVEWAY (BY OTHERS)
EXISTING ELEVATION
- ... ---......... -........ 'OE ................... ---- EXISTING OVERHEAD ELECTRIC
-_-- FM ---------- EXISTING SANITARY FORCE MAIN
WTR PROPOSED POTABLE WATER SERVICE
FM PROPOSED 2" SEWER FM
0
LL
n
d
W
Lo
0
U)
5
4 r �f
N
ON - B_0VILES
E. 55„13
r2016
°I r xi�S(EET
C2
OF
13-340
i
i
' 1 E
CELL SOUTH
1 �t UNDERGROUND � Ct.1RVE TABLE
CABLE INDICATOR Cf{OR[>
CURVE LENGTH RADIUS DELTA BEARING Cf-IORD S1, LUCIE:� COUNTY PROPI".-R I Y
l _ ............._.. ___ _. _._...._..__._... __....._.
1 T, Cl 15.91 2914.93 00'18'46" N 15'1.`a'08,, W 15.91 VAC,AN 1'
C? 2.78 2864.93 00°03'20" N15'22'51"W 2e78 (NOT INCLUDED)
t
SEAGRAPE
b4" S89'19'29"W -- - -- �--- __ F NORTH PROPERTY LLN�_a. .. s , �, ram.•-.-•-�
NOV
mm
t SEAGRAPE _ _-
t
m
BENCH MARK t.)
SET PK/NAIL
d DISC #5102
' 12.76' NAVD 88
N=11613,50.671
k 4 E=722508.383
4.
,cs .
•'.,
G
C�
SCALE: 1" = 10'
LEGEND
.............................................. :...................:..
EXISTING CONCRETE SIDEWALK
PROPOSED PAVER DRIVEWAY (BY OTHERS)
12.50 PROPOSED ELEVATION
1,�,J� EXISTING ELEVATION
......................---OE'---------'-' EXISTING OVERHEAD ELECTRIC
72 HOURS BEFORE DIGGING
CALL TOLL
FREE
411-
KNOW WHAT'S BELOW
SUNSHINE8 11. COM
EXISTING BUII.J)ING
(UNDER CONSTRUCTION)
F.F.E.= 14.84
LIFT STATION AND VALVE
VAULT. SEE SHEET C2 FOR
DETAILS
SEAWARD AT ATLANTIC VIEW
CONDOMINIUM
(NOT INCLUDED)
GRAPHIC SCALE
STATE ROAD A-1-A (100' R/W) • ,' • _ _
EXISTING PAVEMENT PROPOSED PAVER DRIVEWAY
13'f 13f
PROPOSED 14
MATCH EXISTING PAVERS
12.58f-(BY OTHERS) 12.30
12.00
EXISTING
GROUND
SECTIOIN' A —A
N.T.S.
Im
TECHNICAL SPECIFICATIONS
MATERIALS
A.) DRAINAGE PIPING:
1.) MINIMUM SIZED PIPING SHALL BE 15" OR EQUIVALENT ELLIPTICAL SIZE AND
18" MINIMUM ON COLLECTOR ROADS, UNLESS OTHERWISE NOTED.
2.) ALL STORM PIPING SHALL MEET MANUFACTURER'S SPECIFICATIONS. CONTRACTOR
TO COORDINATE WITH MANUFACTURER TO ENSURE PROPOSED PIPING DOES NOT
REQUIRE ADDITIONAL INSTALLATION MATERIALS, INCLUDING BUT NOT LIMITED TO,
STRAPPING, ANCHORING, BUOYANCY, ETC.
3.) ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC.
4.) SAFETY BARS SHALL BE PLACED ON PIPE AND MITERED END SECTIONS WHERE
DETERMINED NECESSARY.
5.) OUTFALL END RUN TO DITCHES SHALL HAVE A MITERED END SECTION WITH
SAFETY BARS TO MATCH EXISTING DITCH BANK SLOPE WITH APPROPRIATE
EROSION CONTROL MEASURES UNLESS OTHERWISE NOTED.
B.) DRAINAGE STRUCTURES:
1.) ALL DRAINAGE STRUCTURES SHALL MEET SPECIFIC PLANNED USE AS DETERMINED
BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY.
2.) ALL CATCH BASINS, INLETS OR MANHOLE STRUCTURES SHALL BE OF PRECAST
REINFORCED TYPE PURSUANT TO FDOT DESIGN STANDARDS, LATEST EDITION,
UNLESS OTHERWISE APPROVED.
3.) ALL STRUCTURES SHALL BE FREE OF DEFECTS SUCH AS CRACKING, HONEY
COMBS AND EXPOSED STEEL REINFORCING INCLUDING BLEED THROUGH.
4.) SHOP DRAWINGS SHALL BE SUBMITTED BEFORE ORDERING MATERIAL FOR
PLANNED PROJECT. CORRESPONDING SHALL BE BETWEEN THE DESIGN ENGINEER
AND THE LOCAL GOVERNING AGENCY AND IS THE RESPONSIBILITY OF THE
CONTRACTOR.
C.) OUTFALL SPECIFICATIONS:
1.) OUTFALL STRUCTURES SHALL INCLUDE ALUMINUM SKIMMERS, WEIR DEVICES,
WEEP HOLES AND DRAW DOWN SYSTEMS AS DETERMINED BY DESIGN ENGINEER
AND THE LOCAL GOVERNING AGENCY AS REQUIRED.
2.) HARDWARE TO ATTACH DEVICES TO OUTFALL STRUCTURES SHALL BE STAINLESS
STEEL MATERIAL.
3.) CONTRACTOR TO COORDINATE WITH RESPECTIVE JURISDICTIONAL AGENCY FOR
OUTFALL PIPE INTO JURISDICTIONAL CANAL, OR ANY OTHER WATER BODY, TO
ENSURE PROPER CONSTRUCTION MEANS AND METHODS PROPOSED ARE
ACCEPTABLE. IT IS RECOMMENDED THIS COORDINATION IS DONE PRIOR TO
CONTRACTOR'S PRICING.
D.) MANHOLE COVERS & GRATES:
1.) MANHOLE FRAMES, COVERS AND GRATES SHALL MEET SPECIFIC PLANNED USE
AS DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY.
2.) MANHOLE FRAMES AND COVERS SHALL BE OF CAST IRON MATERIALS, UNLESS
OTHERWISE NOTED, AND BE FREE FROM CRACKS, HOLES OR COLD SHUTS.
FRAMES AND COVERS SHALL CONFORM TO A MINIMUM STANDARD OF USF 1260
SERIES OR EQUIVALENT WITH COVERS STATING "STORM SEWER."
3,) FRAMES AND GRATES SHALL BE OF CAST IRON MATERIALS, UNLESS OTHERWISE
NOTED, AND BE FREE FROM CRACKS, HOLES AND COLD SHUTS. FRAMES AND
GRATES SHALL CONFORM TO A MINIMUM STANDARD OF USF 4160-6210 OR
EQUIVALENT.
CLEAN-UP
THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL
UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN,
GRADED CONDITION.
DRAINAGE SPECIFICATIONS
STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD
DESIGN CRITERIA OF THE FLORIDA DEPARTMENT OF TRANSPORTATION, LATEST ADDITION.
PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE
ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS.
CONCRETE
UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH
THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND
HE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA.
GROUNDWATER
GROUND WATER MAY BE ENCOUNTERED ON SITE. CONTRACTOR TO PLAN ACCORDINGLY.
ECORD DRAWINGS
THE CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE
AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY
CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD
DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, INVERT AND TOP ELEVATIONS OF
CULVERTS AND INLET STRUCTURES. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL
RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL
INSPECTION AND FINAL PAYMENT.
5" UNREINFORCED CONCRETE
(f'c=3000 p.s.i.)
a
d •d ° Q,
G d d •O •Q Y
6" STABILIZED SUB -GRADE
FBV OF 50 p. s. i. COMPACTED
TO 98% MAX. DRY DENSITY
PER AASHTO T-180 METHOD
MIX TO HOMOGENOUS MIXTURE.
CONCRETE PAVEMENT SECTION
NTS (ALTERNATE)
SAW -CUT EXISTING ASPHALT
EXISTING
ASPHALT
MATCH EXISTING GRADE
AT SAW -CUT
PROPOSED
CONCRETE
PAVEMENT
STABILIZED
SUBGRADE
d
Lo
O
O N
O
N O
ri
m
> II
W
O
�- (y 0 V)
Q
z
W
u
Q
m c
d w ®
G1
® o
oL0
CU
'2 o
LO I\
I I
t
® CD
N d-
o co
'� N
.1
�LL�OD
(o �l
Lo I�
_ _
0 N N
1 I
NWNN
LL_ LL_
WT WT
®><
p-
00 LL Li-
cl--
W
wLLJ
m a-
J
w
z
0
W
i
CD
0
W
Lo
U
J
3� ,
DATE:
SHEET`'
C3
OF
13-340
FINISHED GRADE
DUCTILE IRON
PRESSURE PIPE
TIED DOWN WITH —
2-#6 REBAR &
THRUST BLOCK.
SEE G-3 FOR
CONCRETEAMOUNTS
NO JOINTS BETWEEN FITTINGS
FITTING TYPE
,.— CONFLICT PIPE
JOINTS (TYP.)
22 1/2" (PREFERRED)
OR
45" ELBOWS
SEE NOTE # 4 FOR
ACCEPTABLE DEFLECTION SLOPE UP TO
MIN. COVER
_ z
I
BELL CLAMPS {TYP.}
2 JOINTS EACH SIDE D.I.P. D.I.P.
OF CONFLICT
GENTERA FULL LENGTH OF PIPE
AT POINT OF CROSSING
1✓crL.cv a IVIV a � ram.
NOTES:
1. THESE METHODS ARE TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW PRESSURE
PIPE TO CROSS CONFLICT PIPE WITH 6" VERTICAL SEPARATION AND MAINTAIN 30" COVER
TO FINISHED GRADE.
2. FITTINGS SHALL BE RESTRAINED WITH RETAINER GLANDSAND THRUST BLOCKS.
w 3. THE DEFLECTION TYPE CROSSING IS PREFERRED.
4. DO NOT EXCEED 75°% OF MANUFACTURER'S RECOMMENDED MAXIMUM JOINT DEFLECTION.
a
�J�,1E COGS ST. LUCIE COUNTY m
WATER & WASTEWATER PRESSURE PIPE CONFLICT DETAIL
•��OR1Dp " CONSTRUCTION STANDARDS
DMWING NUMBER: G-5
i
1 1/2" CURB STOP BOX/NIPPLE
(MEULLER H-10302189980
OR APPROVED EQUAL)
2'x 2'x 6" THICK
CONCRETE PAD WITH 144
REBAR AT EACH SIDE OF
VALVE BOX
24"x24"x6" THICK
CONCRETE COLLAR
#4 REBAR
FINISH GRADE
1 1/2" CURB STOP
BOXMIPPLE
118" DEEP LETTERS TO BE CAST
4'
`WITH 3" DIA BRONZE DISC
SIZE OF VALVE
TYPE OF VALVE
WATER
—"SERVICE
WA20 R —DIRECTION & NUMBER OF
-
TURNS TO OPEN
3" DIA BRONZE DISC
ANCH, IN GONG, PAD
+
4"
4'
CONCRETE VALVE COLLAR
"WATER TO BE CAST IN COVER
WHEN USED ON WATER MAIN, OR
"SEWER" WHEN USED ON FORCE
MAIN, OR "REUSE" ON RECLAIMED
MAIN AND SHALL HAVE BOLT DOWN
COVER IN TRAFFIC AREA.
MOUNT BRONZE DISC. WITH
VALVE NOMENCLATURE
MATCH EXISTING SURFACE
ROAD MATERIAL
CAST IRON VALVE BOX
LOCATOR
WIRE GATE VALVE
(AS SPECIFIED)
P.V.C. OR D.I.P. PER
_n F-L _n r-L, APPROVED PLANS
—I —
° SQUARE CONCRETE PAD,
(8" THICK,1 CU. FT.)TYR
NOTES:
a 1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 42%A HIGH STRENGTH STEEL EXTENSION WILL
o BE REQUIRED TO BRING OPERATING NUT 12" BELOW FINISHED GRADE, A STEEL CENTERING
PLATE, WELDED TO THE EXTENSION, IS ALSO REQUIRED.
w 2. COVER SHALL BE PAINTED FEDERAL SAFETY BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS
AND PURPLE FOR RECLAIMED MAINS. BOLT DOWN COVER IN TRAFFIC AREA.
3. C900 P.V.C. OR D.I.P. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX.
4. REFLECTIVE PAVEMENT MARKERS(RPM) SHALL BE 0" FROM THE EDGE OF PAVEMENT AS PER
DOT INSTALLATION SPECIFICATIONS. WATER RPM'S "BLUE", SEWER RPM-S "GREEN" AND RECLAIMED
WATER RPM'S "PURPLE".
GCE CO ST. LUCIE COUNTY
VALVE SETTING DETAIL
- WATER & WASTEWATER (GATE VALVE)
�R`Dp CONSTRUCTION STANDARDS
DRAWING NUMBER: G-6
JL�C COG
d
,F�OR10P'•
TO PUT CONTINUOUS TRACE
WIRE UNDER BOLT, FIRST
LOOSEN BOLT, THEN STRIP
3" MIN., WRAP ONCE AROUND
BOLT, 1 TWIST, 2 WRAPS.
"DO NOT CUT WIRE"
TIGHTEN BOLT AFTER
WRAPPING TRACE WIRE
AROUND THE BOLT.
DETAIL OF THREE (3)
WIRE SPLICE
CUTAWAY DETAIL OF A
TWO (2)_WIRE SPLICE
FINISH GRADE
PUT WIRE UNDER BOLT
(SEE DETAILABOVE)
CONTINUOUS #10 THWN
MULTI STRAND —
TRACE WIRE
HALF HITCH HALF HITCH ON y
BEHIND EACH EACH SIDE OF
BELL ALL VALVES
FINISH GRADE
F'P \
METER BOX
#10 THWN MULTI STRAND
- CONDUCTORCOPPER
TRACE WIRE
BRANCH SPLICE AT ALL TEES
FIRE HYDRANTS & SERVICE TAPS
HALF HITCH ATALL SERVICE TAPS
& EACH END OF ALL FITTINGS
NOTES:
1. TRACE WIRE IS REQUIRED ON ALL PIPE AS NOTED BY S.L.C.U.AND THE ENGINEER,
AND SHOWN IN STANDARD DETAILS.
2. INCLUDEALL COST OF MATERIAL & LABOR IN PRICE OF PIPE.
3. CONTRACTOR IS RESPONSIBLE FOR CONTINUITY OFALL TRACE WIRE.
ST. LUCIE COUNTY
WATER & WASTEWATER
CONSTRUCTION STANDARDS
WIATFRIAI C
ITEM
..............-...............................................__
1
QUANT.
1
DESCRIPTION
........................... ...-............................. ............................... ............. _..... )
2" BACKFLOW PREVENTER
2
3
2" X 4" NIPPLES
2A
1
2" X NOM. NIPPLE i
3
1
2" COUPLING - COMPRESSION
4
2
2" X 90° ELBOW
5
_
4
-�
2" X 6" NIPPLES
6
4
2" GATE VALVE (BRONZE) _
7
PEA GRAVEL
FILTER FABRIC
_8
9
_ _
_
FINISHED GRADE
10
1
2" WYE STRAINER
NOTES: 1. INSTALLATION SHOWN ABOVE IS FOR A2" SERVICE. CHANGE
PIPING MATERIALS ACCORDINGLY FOR SERVICE SIZE.
2. CUT ENDS OF ITEM 2A IN THE FIELD.
3. TEST COCK ON VALVE FOR DOUBLE CHECK.
4. USE COPPER, BRASS OR STAINLESS STEEL FOR
FITTINGS AND PIPE MATERIAL.
ST. LUCIE COUNTY
WATER & WASTEWATER
CONSTRUCTION STANDARDS
TRACE WIRE DETAIL
DMWIRG NUMBER:
DOUBLE CHECK OR REDUCED
PRESSURE BACKFLOW
PREVENTER SINGLE SERVICE
3/4" TO 2"
DRAWING NUMBER: W-9
CONSIST OF IN -SITU GRANULAR MATERIAL OR WASHED AND GRADED
LIMEROCK3/3".T/8" SIZING. UNSUITABLE IWSITU MATERIALS SUCH
AS MUCKDEBRIS AND LARGER ROCK SHALL BE REMOVED_
2 THE PIPE SHALL BE FULLY SUPPORTED FOR ITS ENTIRE LENGTH WITH
APPROPRIATE COMPACTION UNDER THE PIPE HAUNCHES.
}
3. THE PIPE SHALL BE PLACED IN A DRY TRENCH.
4. BACKALL SHALL BE DONE WITH APPROVED MATERIAL,'CLEAN AND FREE
OF ROCKS, MUCK AND OTHER DELETERIOUS MATTER AND COMPACTED
g
BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPERS TO
f
100% MAXIMUM DENSITYAS DETERMINED BYAASHTO T-99.
S. BACKFILLTO BE COMPACTED ALONG THE SIDES OF THE PIPE AND TO
A POINT ONE FOOT ABOVE THE TOP OF THE PIPE TO 1009A MAXIMUM
I
DENSITY AS DETERMINEDBYAASHTO TA9.
°
3
{
6, A. WHERE PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE THE
_ REMAINING BACKFILL SHALL BE COMPACTED IN 6 INCH LAYERS
{
AND COMPACTED TO 98°% MAXIMUM DENSITYAS DETERMINED BY
AASHTO T-180.
--
S. WHERE 'NO" PAVEMENT IS TO BE CONSTRUCTED OVER THE PIPE
THE REMAINING FILL SHALL BE COMPACTED W 6 INCH LAYERS TO
I
A90°% MAXIMUM DENSITYASDETERMINED BYAASHTOT-180.
j
7. CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL
TRENCH SAFETY REGULATIONS
Ia
K
COG ST. LUCIE COUNTY
`
��L�E
TRENCH DETAIL
WATER & WASTEWATER TYPICAL
I
� I CONSTRUCTION STANDARDS
DfiAWM NUMBER
F........
G-1 0
. .n ,..,
�jl 'Dl 1,
In
O O
O N N
v
r-) I— (n
I m m > F-:
m CD V) Q Oz z
0
W
Im cf) w a
w I a c,
® n
III ( In O
Lf)w n 00
m C) t" N
c� J®C� ^N
LL h 6i M I�
vJ
�ILo 0 ��
^^
C)< N N I I
M N N I I LLL_
w w
X
cLLJ CO
w
J V)
Q �
U
O
e� U
Q
N_ z
�w
�w
Lu
Lu
>z
cn
w
w0
0O J
m
Q
O- O O
"
0
LL
LL.
I
9 z
LL 5
0
LLI
hs zit f F ON" OWL
r5
.3
.3IS
DATE �X!l i4.
GENERAL NOTES
i
1. The location and construction of mailboxes shall conform to the rules and
5. Mailboxes shall be located on the right-hand side of the roadway in the 9. Wood and steel support posts for both single and double mailbox
regulations of the United States Postal Service as modified by this design
direction of the delivery route, except on one-way roads and streets where they
mountings
shall be embedded no more than 24" Into the ground.
standard.
may be placed on the left-hand side.
2. Mailboxes will t 1 no be permitted on Interstate highways, freeways, orother
Mailboxes on rural highways shall be set with the roadside face of the box
Concrete, block, brick, stone or.' other Ngld foundation structure or encasement,
either above or below the shoqider groundline, will not be permitted for
highways where prohibited by law or regulation.
offset from the edge of the traveled way a minimum distance of the greater of
mailboxes On rural highways. O,n urban roads and streets where leallbox
3. The contractor shall give the Postmaster of the delivery route(s) written notice
the following:
support posts are set within rigid pavement back of curb, the support posts
of project construction 7 days prior to the beginning of work, with Saturdays,
a. Shoulder width plus 8" to 12'•
shall be separated from the pavement by a minimum of 1" of expansion
material.
Sundays and Holidays excluded.
b. 10' for ADT over 10,000 vpd.
Support posts shall not be fitted nor installed with surface mount base
The Contractor shall furnish and instal) one mailbox in accordance with this
B' for ADT 100 to 10,000 vpd.
plates.
design standard at each mail patron delivery location and maintain the box
6' for under 100 vpd 10. At driveway entrances mailboxes shall be placed on the far side of the
throughout the contract period. The Contractor shall apply box numbers to
2-6" ,ADTof law speed and ADT under 100 vpd,
driveway In the direction of the delivery route.
each patron box in accordance with identification specifications of the
Domestics Mail Manual of the U. S. Postal Service; where local street names
When a mailbox is installed within the limits of guardrail it should be placed
At intersecting roads mailboxef shall be located Zoo or more from the
and house numbers are authorized by the Postmaster as a postal address, the
behind the guardrail whenever practical.
centerline of the intersecting 'road on the far side in the direction of the
Contractor shall inscribe the house number on the box; if the box is located
delivery route, with the distance increased to 200' when the route volume
on a different street from the patrons residence, the Contractor shall Inscribe
Mailboxes on curbed hlgilways, roads and streets shall be set with the face of
exceeds 400 vehicles per day.' -
the street name and house number on the box.
the box between 6" and 17 back of the face of curb. If the sidewalk abuts the
curb or If an unusual condition exists which makes it difficult or Impractical to 11.
Wood support posts shall be li) conformance with the material and dimensional
The Contractor h in a or shall coordinate removal of the patrons existing mailboxes.
install or serve boxes of the curb, the Contractor with concurrence of the local
requirements of Section 952 and the treatment requirements of Section 955 of
Immediately after installing the new mailboxes the Contractor mast notify each
postal authority may be permitted to install all mailboxes at the back edge. of
the Standard Specifications, '
"Mall Delivery Patron" by Certified Mall that removal of the existing mailboxes
the sidewalk, where they can be served by the carrier from the sidewalk.
must be accomplished In 21 days after receipt of notices. Patrons shall have
Steel support posts shall have an external finish equal to or better than two
the option of removing their existing mailboxes or leaving the mailboxes in
6. Mailboxes shall be set With the bottom of the box between 42" and 46" above the
coats of weather resistant, air dried or baked, paint or enamel. Surface(s)
place for removal by the Contractor; removal by the Contractor shall be
mail stop surface, unless the U.S. Postal Service establishes other height
shall be cleaned of all loose s'caie prior to finishing. The Postal Service
Included in the contract unit price for Mailbox, Each. The Contractor shall
restrictions.
prefers that posts be painted white, but other colors may be used when
9
dispose of mailboxes and supports in areas provided by him.
approved by the Engineer, Wh n galvanized posts are used painting Is not
7. No more than two mailboxes may be mounted on a support structure unless the
required. 1
g
Reuse of existing mailboxes by the contractor will not be a requirement under
support structure and mailbox arrangements have been shown to be safe by
-
9
any construction project;, however where an existing mailbox meets the design
'
_ crash testing in accordance with NCHRP Report 350.
Mounting brackets, plates, plaforms, shelfs and accessory hardware sisrface
requirements t
t of hrs standard and )s structural! a functionally
and sound, the
finishes are to be suited to a.rpport post finish,
e
Contractor at his option may elect to reuse the existing mailtiox in lieu of
mailbox I
Neighborhood Delivery and Collection Box Units (NDCBU) are a specialized
constructing a new mailbox. Any use of existing mailboxes must be approved by
multiple mailbox installation that must be located outside the highway and street 12.
Mailboxes shall be paid for under the contract unit price for Mailboxes, Each.
the Engineer.
clear zones. The location of NDCBUS is the sole responsibility of the
Payment shall be full compensation for boxes, posts and accessory items
Postmaster for the delivery route under consideration.
essential for installation in accordance with this standard; erection;
4. Mailboxes shall be light sheet metal or plastic construction, in traditional style
adjustments to suit construction needs; and, for identification letters and
only, and only In Size 1 as prescribed by the Domestic Mail Manual of the U. S.
B. Lightweight newspaper receptacles may be mounted below the mailbox on the
numbers.
yPostal
Service (DAM).
side of the support post in conformance with the USPS Domestic Mail Manual.
The mail patron shall be responsible for newspaper receptacle installation and
Payment shall be limited to once mailbox per patron address whether the
Mailbox production standards, lists of approved manufacturers and suppliers
maintenance.
mailbox Is new, reused, salvaged, reset or relocated. Payment shall be per
of mailboxes, design approval and guidance may be obtained by writing to the
mailbox regardless of the number of mailboxes per support or grouping
Aural Delivery Division, Delivery Service Department, Operations Group, USPS
arrangement.
Headquarters, Washington, DC 20260.
The above compensation shall!Include any work and cost incurred by the
contractor for removal and disposal of existing mailboxes.
There shall be no payment pa(ttclpatlon for NDCBU furnishing, assembly,
Installation, resetting or refogatlon.
LASTo
DESCRIPTION: -
AEV1510Nv^,
FDOT 2014
INDEX
SHEET
07/01/07
�
bESIGN STANDARDS
MAILBOXES
I
NO.
NO.
53
1Of 3
I
#8-32 x s/;' Slotted Rd. Hd. Bolt #8-32 x " Slotted Rd. Hd. Bolt
(Stave Bolt) 2 Washers, (Stove Bolt) 2 Washers,
i Lockwasher, 7 Nut (10
Regd.) I Lockwasher, 1 Nut (10 Regd.)
ov
Platform
v
tv u w
_
Ground
viz
-
- - - ---- - - - -
o
c Line
Platform - Adapter Plate F
Platform
Platform did-16 x Ye Hex Bolt,
Bracket
2 L6. per foot
1 Washers, !Lockwasher,
Bracket
m
X 8
%s"-]8 x 1)a" Hex Bolt Flanged Channel
I Nut (4 Red ;'-18 x 2y" Hex Solt, ry o
3V'-18 x 2y" Hex Bolt, q ) Bracket
2 Washers, I Lockwasher, See General Notes
2 Lb. Per Faot 2 Washers, I Lockwasher,
2 Washers, 1 Lockwasher, 1 Nut (3 Re d
1 Nut, 7 Spacer (72 RegdJ f of Flntsh Aequlrements
flan ed
1 Nut (3 Regd.) 9 Channel
q •) !,
See General Notes
( lh (Mind
For Finish Requirements
�- r
FRONT VIEW SiDE VIEW PRONT VIEW SiDE VIEW
ELEVATION
SINGLE OR COMBINED WOOD, FLANGED CHANNEL
FLANGED CHANNEL
FLANGED CHANNEL
OR PIPE POST TYPES SHOWN ON THIS INDEX
POST SPACING
9"
4tnz" 4w"
I Y' Q
1114" N/;' 1 I"x3" Slots (4 Regd.)
%"xi-V' Slots (4 Regd.)
I
II -+ !! ry
- c
CT-
�
�-I- -- - --
N
!
� I
h
y"fi'
4" 2%` 2e1„ 4„ •....�
q
2W 23 %X IVP END VIEW
TOP VIEW END VIEW
No(e: See General Notes for finish requirements.
BOTTOM ViEW
STEEL ADAPTER PLATE
-k6' x I%a" Slots 1%" Id4" 1144"
(70 RegdJ
SIDE VIEW 3k"
Diameter 1V For Platforms
(3 Holes) For Brackets
STEEL PLATFORM
FRONT ViEW END VIEW
Nominal Sb"
Sid. Wt. Pipe i
�. STEEL SPACER
H
TOP ViEW
STEEL BRACKET
a
STEEL FLANGED CHANNEL SUPPORT POSTS
S
LAST Izi
DESCRtPT10 N:
REVISION
0
^y
FDOT 2014
INDEX
SHEET
07/01/00
DESIGN STANDARDS
�
MAILBOXES
NO.
NO.532
2 of 3
#8-32 x W Slotted Rd. Hd. Bolt
(Stove Bolt), 2 Washers, #8-32 x 9q' Slotted Rd. lid. Bolt I
I Lockwasher, t Nut (6 Regd.) (Stove Bolt), 2 Washers,
1 Lockwasher, 1 Nut (6 Regd.)
of v
wv�
_ Platform I ° I --
Shelf I Platform •
]§"-16 x" Hex Balt, Bracket I I °
Y6"-]6 x 3" Hex Bolt, a
u
2 Washers, ,Lockwasher, (Flange To Inside) 2 Washers, 1 Lockwasher, Bracket n
I Nut (12 Regd.) I Nut (2 Regd.) I (Flange To Inside)
m m Anti -Twist Plate Muffler Clamp (2 Regd.) 4d'-76 x 4S4' Hex Bolt, %16 x 4W Hex Bolt, 8'ih (MInJ 444h (MInJ
2 Washers, 1 Lockwasher, 2 Washers, 1 Lockwasher,
-I Nut (2 Reqd.) 1 Nut(2 RegdJ SINGLE OR COMBINED WOOD, FLANGED CHANNEL
�•- Nominal 40 r Res star Steel Pepe OR PIPE POST TYPES SHOWN ON THIS INDEX
Schedule 4D 0r Resistance Welded, I VIEW ASTM A569 & A669, Mln, 50,000 psi FRONT VIEW SIDEELEVATION
Yield Strength. See General Notes 4" X 4" WOOD POST POST SPACING
FRONT VIEW SiDE VIEW For Finish Requirements.
2" 0 PIPE POST
]5"
1
7w, I Ike' r/6"x IW Slots (4 Regd.)
A'x IV4" Sl Its (4 Regd.) 1"i 4'¢ 4F`
I
2i4" 2�;'
hd'x1Yz" slats l
(4 RegdJ,
Vi"RDIa.
%a' D)a, (B Regd.) 3" ?%" 1 �" 1 2%;' 3" 2y. 2 Slots (4 Regal.)(4 Regd.)
a
g TOP VIEW END VIEW BOTTOM VIEW END VIEW SiDE ViEW END VIEW
7 STEEL SHELF
STEEL BRACKET
4" 4"
9 3'/z" '/i'x%z" Slats .� -
%6" Dia. (4 Regd.)
- I-+-� SIDE ViEW
® - I _ „ Nominal 2)e" STEEL PLATFORM
t
Muffler Clamp
Ind'
FRONT VIEW END VIEW TOP VIEW
STEEL ANTI -TWIST PLATE STEEL CLAMP STEEL PIPE AND WOOD SUPPORT POSTS Note: see Genera] Notes for finish requirements
LAST 0 DESCRIPTION:
REVISION h FDOT 2014 INDEX SHEET
MAILBOXESNO. NO.
07/01/'0 � DESIGN STANDARDS 532 3 Of 3
FIBERMESH CONCRETE
SLOPE 1/4" PER FT
4" COMPACT SUBGRADE
6"X6" 10/10 WIRE MESH
OR FIBERMESH CONCRETE
SCOPE I/4" PER FT..
4 COMPACT SUBGRADE
VVAY SI I
t
GENERAL CONSTRUCTION NOTESg
1. CONCRETE STRENGTH TO BE 2,500 P"S.I. AT 28 DAYS"
2" TOOLED DUMMY CONTRACTION JOINTS EVERY 5' (TYPE 'B' JOINTS)
OR MATCH EXISTING.
3. EXPANSION JOINTS W/PREMOL.DED FILLER AT 100' O/C (TYPE 'C' JOINTS)
4" SUBBASE TO BE 50 F.B.V, 98% DENSITY PER ASTM D-1557"
5" WHERE APPLICABLE, THE LOCAL MUNICIPALITY SIDEWALK DETAIL WILL
GOVERN"
1/4" PREMOLDED__�, 1/2" PREMOLDEDD�,
EXPANSION JOINT EXPANSION JOINT
TYPE B' Tv PF.
TYPE 'A' AT P.C. P.T. OF CbRVES AND AT JUNCTION OF EXISTING
AND NEW SIDEWALKS
TYPE 'B' 5'-0" CENTER TO CENTER ON NEW SIDEWALKS
TYPE 'C' WHERE NEW SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAY
AND SIMILAR STRUCTURES
�JL�E O ST. LUCIE COUNTY
SIDEWALK DETAILS
e5 WATER & WASTEWATER
0R10P } CONSTRUCTION STANI:)ARDS
ORHId f NG NIJIIBER+
2"
.12" DIA.
00 STEEL WIRE
`
STAPLE DETAIL
EXTRA STRENGTH FILTER
STEEL OR
FABRIC NEEDED WITHOUT
WOOD POST
WIRE MESH SUPPORT
ATTACH FILTER FABRIC
SECURELY TO UPSTREAM SIDE
Fri
NOTES:
OF POST
1, SILT FENCE SHALL BE
PLACED ON SLOPE
CONTOURS TO MAXIMIZE
,.•
PONDING EFFICIENCY.
. A. ... :...
2. INSPECT AND REPAIR FENCE
AFTER EACH STORM EVENT
AND REMOVE SEDIMENT
: ' ;;`,:`;:.':•;,
`;'-' ". '"'
WHEN NECESSARY. 9"
"`'';.:;::::::.:'
:.°' :' '
10' MAX1%..M SPACING WITH
MAXIMUM RECOMMENDED
WIRE SUPPORT FENCE, 6'
STORAGE HEIGHT.
MAXIMUM SPACING WITHOUT
L
WIRE SUPPORT FENCE
3. REMOVED SEDIMENT SHALL
BE DEPOSITED TO AN AREA
PONDING HEIGHT
THAT WILL NOT CONTRIBUTE
Ld
SEDIMENT OFF -SITE AND
STEEL OR WOOD POST -
CAN BE PERMANENTLY
36" HIGH MAX.
_ o0 _
STABILIZED.
0' (n
PONDING HEIGHT
00
r)
FLOW
_
MIN. DRAIN ROCK
INSTALLATION
WITHOUT TRENCHING
4"x6" TRENCH WITH
COMPACTED BACKFILL
FLOW
TRENCH DETAIL
TYPE IV SILT
FENCE-N.T.S.
EROSION CONTROL NOTES
1. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be
constructed as a first step in any land disturbing activity and shall be made functional before up -slope land disturbance
takes place. P P
2. All sedim
ent control
n rot measu
res are o t be adjusted to meet
constructed r' m t field conditions at the time of construction and be
prior to any grading or disturbance of existing surface material on balance of site, Perimeter sediment barriers
shall be constructed to prevent sediment or trash from flowing or floating on to adjacent properties.
3. Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is
reached on any portion of the site. Temporary soil stabilization shall be applied within seven (7) days to denuded areas
that may not be at final grade but will remain undisturbed for longer than 30 days. Permanent stabilization shall be
applied to areas that are to be left undisturbed for more than one year.
4. During construction of the project, soil stock piles shall be stabilized, covered or contained with sediment trapping
measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on
site as well as soil intentionally transported from the project site.
5. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized.
P Y
6. After any significant rainfall, sediment control structures will be inspected for integrity. Any damaged devices shall be
corrected immediately.
7.. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary permanent
q P Y or
channel, flume, slope drain structure or approved control.
8. Sediment will be prevented from entering any storm waters stem, ditch or channel. All storm water Y at r inlets that are
made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system
without first being filtered or otherwise treated to remove sediment,
9. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment
transport and stabilize the work area to the greatest extent possible during construction.
10. Periodic inspection and maintenance of all sediment control structures must be provided to ensure intended purpose
is accomplished. The developer, owner and/or contractor shall be continually responsible for all sediment controls.
Sediment control measures shall be in working condition at the end of each working day,
11. Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the
transport of sediment by tracking onto the paved surface. Where sediment is transported onto a public road surface with
curbs and gutters, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed, from the
roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only
after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as to larger land
disturbing activities.
12. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or
after the temporary measures are no longer needed.
13. Properties and waterways downstream from construction sites shall be protected from sediment deposition and erosion
at all times during construction.
14. Erosion control design and construction shall follow the requirements in index numbers 101, 102 cnd 103 of F.D.O.T.
Roadway and Traffic Design Standards and county permits.
15. Contractor is responsible for all surface water discharges, rainfall run off or dewatering activities.
16. Contractor must incorporate all BMP's necessary to meet or exceed state water quality and SWPPP requirements.
17. The Pollution Prevention Plan is a minimum guideline only. Additional BMP's may be necessary at contractor's
expense,
18. NOI to be posted on site.
19. Dewatering activities:
A - Discharge must not exceed state water quality standards.
B - Contractor must have a transferable SJRWMD Consumptive Use
Permit known as a "Noticed General Permit For Short Term
Construction De -Watering
C - No hydraulic pumps may be used for dewatering unless approved
by the water management district for that area.
D - No turbid discharge. Turbidity ; eadings are required once a
week and must be reported to the project engineer.
DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2% 2% OR GREATER
ROADWAY
FILTER FABRIC
SECTION A -A STRAW BALES, SANDBAGS OR
SUPPLY WATER TO SPILLWAY CONTINUOUS BERM OF
WASH WHEELS IF ! EQUIVALENT HEIGHT.
NECESSARY.-7 1 „r- Ih" _ 1
FLOW / /
PLAN
FLOW
NOTE:
USE SANDBAGS, STRAW BALES
OR OTHER APPROVED METHODS
TO CHANNELIZE RUNOFF TO
BASIN AS REQUIRED.
QII�INIMI�I�I�I�
Lr)
0 o
0
d-
N
of F__
m
vwi
Q
Z Z
0
W
W
U
J
m
0 W[C d
W
M
Q
d
©
U
(�
10 1 co
O Ln
L (�
Ln O
Wr�� �'
ry�y
V 4.! T
f') Ca
{D N
Lo N
CD<\ V N
I I
N
� 1
NN
LLJ w
�01XLLJ
��
C UJ
m
�,
J
W
®LAJ 00
Q�
U
O
B° Q U
C)f0
Z
N W
Ld
LU >Z
�w
Ld
J
O�
J
m
Q v�
00
U
C�
CL
0
LL
9_
J
0
0
ggnnxx,,
L m
W
rtd
i /t
a
1 P'Aar/
T
C 6
OF 7
13-340
SPECIFICATIONS FOR 5UBMFR2BLE GRINDER LIFT STATION
PART 1 GENERAL
1.01 WORK INCLUDED
1. The work included under this Section consists of furnishing submersible grinder pumps, motors,
controls and related equipment for the pump station as shown on the drawings and specified herein.
The station shall be fully tested, complete, and in operating condition.
1.02 QUALITY ASSURANCE
1. Unit Integrity: The pumps, motors, control panel, access cover, and guide rail assemblies shall be
supplied by the pump supplier to insure unit integrity.
2. Pump Tests: The pump supplier shall perform the following tests on each pump before shipment
from the supplier:
a. Megger the pump for insulation breaks or moisture.
as. Check all 0-ring mating
b. Internally pressurize the motor housing to 5 psi with a halogeng g g
surfaces for gas leaks with a halogen gas detector.
C'
PVerify voltage setting matches order requirements.
uirements.
d.ump shall be run dry to verify rotation, phase balance, and dynamic balance.
e. A written certified test report giving the above information shall be supplied with each pump at the
time of shipment.
f. Each pump cable end shall be fitted with a rubber shrink fit boot to protect cable ends.
3. Guaranteed Parts Stocking Program: The pump supplier shall have a guaranteed parts stocking
program in the State of Florida. These parts shall include at least one set of spare parts as listed
below for each pump supplied on this contract. If the pump supplier does not meet this requirement
for a guaranteed stock program, the contractor shall furnish the following spare parts for each pump.
Upper Lip Seal Inspection Plug Washers
Lower Mechanical Seal Impeller Bolt
Cutters Impeller Key
Motor Cable Upper Bearing
ladle Entry Washer/Grommet Lower Bearing
Complete Set of 0-Rings
4. The pump supplier shall have a factory authorized service facility within a __ mile radius of
capable of in shop motor rewinds. No part of a pump being repaired shall leave the
state of Florida for repair.
1.03 SUBMITTALS
1. Copies of all materials required to establish compliance with the Specifications set forth here shall
be submitted to the Engineer. Submittals shall include at least the following:
a. Equipment dimension drawings, anchor bolt layouts, and weights
b. Technical data on the pump and motor materials of construction
c. Motor electrical data
d. Hydraulic performance curves
e. Complete bills of materials
f. Control panel layout drawings, schematics, and bills of materials
2. Any equipment that does not conform with all of the detailed requirements of the specifications,
shall be accompanied by complete descriptions of deviations and all nonconforming aspects. Failure to
describe any and all deviations from the specifications will be cause for rejection.
3. Operating and maintenance manuals shall be furnished in quantities as required by the
City/County. Manuals shall include all necessry information to instruct operating and maintenance
personnel unfamiliar with such equipment.
1.04 WARRANTY
Warranty. The pump manufacturer shall warrant the pumps being supplied against defects in
workmanship and materials for a period of one (1) year under normal use, operation and service. The
manufacturer shall replace any parts, which fail under normal use as a result of factory manufacturing
defects for a period of one year. The warranty shall be in published form and apply to all similar
units.
PART 2. PRODUCTS
2.01 MATERIALS
All metal components in the lift station, with the exception of the pumps, motors, guide rail bases,
and station piping, shall be type 304 stainless steel.
GRINDER PUMP STATION EQUIPMENT
2.02 PUMPS
1. The Contractor shall furnish and install electric motor driven totally submersible grinder pumps as
manufactured by ABS PUMPS INC., ORANGE CITY, FLA. or preapproved equal.
2. Pump Design:
a. Pumps shall be capable of handling raw, unscreened sewage. The grinder unit shall be capable of
shearing and reducing to a fine slurry all material normally found in domestic and commercial sewage
such as sanitary napkins, disposable diapers, cloth diapers, wash rags, wood, plastic, etc. The slurry
shall be capable of freely passing through a 1 1/4" piping system including check and gate valves.
b. The design shall be such that the pumps will be automatically connected to the discharge piping
when lowered onto the discharge connection guided by one 2" did. SCH 40 304 stainless steel guide
rail. Pumps shall be easily removable for inspection or service, requiring no bolts, nuts or other
fastenings to be removed for this purpose and no need for personnel to enter the wet well. Each
r+.imp shall be fitted with a 300 stainless steel lifting bail with an opening of at least eight inches in
o'ametcr and a series 300 stainless steel lifting cable of adequate strength and length to permit
raising the pump for inspection and removal.
3. Grinder Pump Construction:
a. The stator casing, oil casing and impeller shall be of grey iron construction, with all parts
coming into contact with sewage protected by PVC epoxy primer with a compatible epoxy finish coat.
Ali 3xternal bolts and nuts shall be of 300 stainless steel.
b. The pump shall be of the centrifugal type with the rotating cutter mounted on the pump shaft
directly against the impeller. The stationary cutter shall be mounted in an adjustable bottom plate.
Pie bottom plate shall be cast with grooves spiraling outward from the center opening of the plate to
the outer diameter. The impeller shall be a multiple vane centrifugal type. The cutter material shall be
similar to an AISI 440C stainless steel with the addition of cobalt, vanadium, and molybdenum for
superior abrasion resistance and a hardness of 58-62 Rockwell C.
c. The common pump and motor shaft shall be 420 stainless steel supported by a heavy duty lower
single row ball bearing in 2 and 2.5 horsepower models only while 3 horsepower and above shall have
a maxi -duty double row lower ball bearing. The upper bearing shall be a sealed single row ball
bearing, all models. The cutting elements and Impeller shall be designed to keep the overhung load
distance to a minimum. All fasteners shall be 304 stainless steel.
d. Each pump shall be equipped with two seals. The lower seal (pump side) shall be of the
mechanical type with silicon carbide faces. The upper seal shall be a lip type seal mounted at a
slight angle to the shaft. The seals shall be separated by an oil chamber.
e. The pump shall be fitted with an oil chamber in which the shaft mechanical seals operate. The
chamber shall be fitted with a drain and inspection plug easily accessible from the outside of the
pump. The chamber shall also be fitted with a probe extending from the bottom of the motor housing
into the oil chamber. The probe shall detect the presence of water in the oil when connected to a
resistive threshold relay installed in the control panel. The relay shall turn on a seal failure warning
light on the inner door of the control panel when water is detected in the oil chamber as well as in
the motor housing. This system will provide advance warning to an operator of potential seal failure
before major damage occurs to the pump motor.
f. The pump discharge shall be fitted with a guide bracket that shall be a separate casting fitted
with a renewable Buna-N seat and bolted to the pump discharge. Machined guide rail mating faces
integral to the pump discharge will not be considered equal to the bolt on bracket with renewable
seat specified. Sealing of the guide bracket to the discharge base shall not require movement of the
pump, hydraulic pressure, or machined faces. The cast iron discharge connection shall be bolted to
the floor of the wet well and designed so as to receive the pump connecting flange without the need
of any bolts or fasteners.
4. Pump Motor:
a. Pump motors rated for 2 and 2.5 horsepower shall be NEMA design B housed in an oil filled
casing. Pump motors 3 horsepower and larger shall be NEMA design B housed in an air filled casing.
All motors shall have Class F insulated moisture resistant windings. The temperature at any point in
the windings shall not exceed 155 C at any load on the operating curve of the pump. Bimetallic
thermal switches shall be imbedded in each phase of the winding to sense high temperature. The
rating of the switch shall be 120oC ± 5oC. The control current shall be connected through the
bimetallic switches so the motor is shut down should a high temperature condition exist. The switches
shall be self -resetting when the motor cools.
b. Single phase motors shall be of the external capacitor start capacitor run type for high starting
torque. Motors that have integral start capacitors inside the motor housing shall not be acceptable.
c. Oil filled motors of 2 & 2.5 horsepower shall be enclosed in a type 316 stainless steel outer
housing. Air filled motors 3 horsepower and above shall have cast iron housings equipped with external
cooling fins.
d. The pump/motor shaft shall be constructed of 420 stainless steel and shall be keyed to accept
the impeller. The impeller shall be secured to the shaft by a stainless steel locking bolt or nut. Shafts
that have tapered or threaded ends for securing the impeller will not be acceptable.
e. Sealing of the power cable entrance into the terminal chamber shall be provided by a buna-n
grommet in a compression fitting. Epoxy or other compounds used in the sealing of the power cable
entry is unacceptable. The terminal chamber shall be isolated from the motor chamber by a watertight
barrier.
5. Cable:
Pump motor cable shall be of the SO/SOW type suitable for submersible pump applications with the
t shall be sufficient to rea
ch the control onel
embossed on the cable. Cable length rating permanently emb P r 9
9 P Y
without the need for junction boxes or splices. Cable sizing shall conform to NEC requirements for the
full load current of the pump motor. The power cable from each pump shall be pulled to the control
panel through a minimum of a 2" diameter conduit. All float switches shall be pulled through a
separate 2" diameter conduit.
2.03 ACCESSORIES
1. Access Hatches:
The wet well and valve vault shall be equipped with access hatches of the single or double leaf
construction in the minimum sizes shown on the drawings. The pump manufacturer shall coordinate
the wet well hatch size with the pumps being furnished while the valve vault cover shall be single leaf
with a minimum of a 36"x 36" clear opening. The hatches shall be fabricated of aluminum diamond
plate reinforced for a 300# load rating. The cover(s) shall be equipped with stainless steel hinges,
stainless steel automatic hold open arms, and padlock hasps. Hatches shall be las manufactured by
Halliday Products or Electric Specialty.
2. Float / Cable Hanger:
A 300 series stainless steel cable holder with a minimum of six hooks of sufficient length and
strength to provide support for each separate cable shall be furnished. The float/cable hanger shall
be easily accessed from the hatch opening.
3. Float Switches:
Float switches shall be U.L. listed non floating displacement type with sealed mercury switches In a
chemical resistant polypropylene casing. Sufficient cable shall be provided to re* the control panel
without the need for splices or junction boxes in addition to providing ample ccjble for height
adjustments. Float switches shall be Roto-Floats as manufactured by Anchor S;ientiflc.
4. Fiberglass Basin.
2.04 CONTROL PANEL:
A pump station control panel shall be provided for each pumping station. The Control panel shall
respond to liquid level float switches to automatically start and stop the pump to compensate for
variations in pump station influent flow as well as providing visual and audible alarms at high wetwell
levels and visual alarms upon detection of moisture in the pump. Panel shall be' as manufactured by
Electric Specialty or Stacon. The pump control panel shall be the standard system of the
manufacturer as modified for this appll,.ation. The wetwell levels to be maintain in operation are as
shown on the drawings.
1. OPERATION REQUIREMENTS:
a. The control panel shall include a main circuit breaker, a motor circuit protector, and magnetic
starter, for each pump motor, and 15 ampere, 120 volt circuit breakers as required for control
circuits and duplex receptacle.
b. All pump control operations shall be accomplished by a float type liquid level control system
operating on a 110 volt circuit. All control components shall be mounted in on el common enclosure.
c. Control switches of the H-O-A type shall provide means to operate each pump manually or
automatically. When operated in the automatic mode, the control logic shall provide means to
manually select or automatically alternate the position of the "lead" and "lag" pumps after each
pumping cycle.
d. Provisions for the connection of each pump's thermal overloads into a seri Is configuration with
the holding coil of the appropriate pump starter shall be made. This circuit shall shut the pump down
in the event of motor overtemperature. The circuit shall be automatically resetting. Appropriately
marked terminals shall be provided for the connection of the pump thermal overload leads.
2. CONSTRUCTION:
a. The electrical control equipment shoal be mounted within a NEMA Type 3R cead front enclosure,
constructed of not less than 14 gauge Type 304 stainless steel.
b. The enclosure shall be equipped with a rain drip shield on top and a dead 'front outer door fitted
with a piano type hinge and a locking hasp.
c. An aluminum inner door shall have cutouts to expose the operating handless of all breakers and
shall incorporate the components necessary for an operator to check the statu,l of a pump.
d. Control components shall be mounted on a removable back plate that is secured to the enclosure
with collar studs.
e. All control components shall be marked with legends for easy identificationJ
f. Control wire shall be minimum 18 ga. AWG, U.L. #1015. All control wire shall be routed through
plastic wlreways with snap on covers and be neatly bundled and tie wrapped to, form a neat assembly.
Each wire shall be numbered both ends with Brady type wire markers.
g. Each conduit entering the control panel from the wet well shall be fitted with a seal off
connection as shown on the drawings. Each seal off shall be amply filled with 9 reusable and pliable
electrical sealing compound to prevent 'me intrusion of sewer gas into the cont�ol panel. Chico or
epoxy compounds will not be allowed.
h. Laminated weatherproof wiring schematics of the panel circuits along with q component
identification legend shall be fixed to the inside of the outer door.
3. COMPONENTS:
a. All motor branch circuit breakers and motor starters shall be of highest in ustrial quality, and
securely fastened to the removable back. panels with screws and washers. Back panel shall be tapped
to accept all mounting screws Self -tapping screws shall not be used to mount any component.
b. An open frame, across -the -line, NEMA rated, magnetic motor starter, as manufactured by Square
D, shall be furnished for each pump motor. All motor starters shall be equipped to provide overload
protection on all phases. Motor starter contacts shall be easily replaceable without removing the
motor starter from its mounted position
c. A duplex 15 AMP GFI utililty receptacle providing 120 volt 60 hertz, single phase power shall be
mounted inside of the enclosure on the inner door.
d. A receptacle to match county standards shall be provided for connection of the panel to emergency
power. A separate main circuit breaker protecting the emergency power circuit shall be provided and
shall be mechanically interlocked to the normal power main breaker to prevent both breakers to be in
the "on" position at the some time.
e. For alarm indication, A top mounted 'riashing light and horn shall be provided. An NEMA 4
silencing button shall be provided on the outside of the enclosure to silence the alarm horn only. In
an alarm condition, the light will continue to flash independent of the horn. The alarm circuit shall
automatically reset.
f. A secondary lightning arrestor shall be provided.
g. A plug-in type 0 - 30 second adjustable timer shall be provided on the I Ig pump to prevent
both pumps from coming on simultaneously after a power failure or connection to emergency power.
(optional)
4. OPERATING CONTROLS AND INSTRUMENTS
a. All operating controls and instruments shall be securely mounted on the inner door. All controls
and instruments shall be clearly labeled to indicate function.
b. Pump mode selector switches shall be Hand -Off -Auto type to permit override of automatic level
control and manual actuation or shutdown of either pump motor. Operation of pumps In manual mode
shall not bypass any safety shutdown. Switches shall be manufactured by Square D Company, NEMA
4X, providing three switch positions, each of which shall be clearly labeled according to function.
c. Pump run indicator lights shall be provided and equipped to operate at 120 volt input. Bulbs shall
be easily replaceable from the front of the inner door without the need to remove lamp socket base
from its mounted position.
d. A six digit, nonresetable elapsed time meter shall be connected to each motor starter to indicate
the total running time of each pump in "hours" and "tenth of hours".
e. Control terminal blocks shall be of the screw clamp type, rated 600 volts and shall be clearly
marked as to function.
f. Phase monitors: 230 volt, 3 phase stations shall be equipped with an eight' pin base combination
voltage and phase monitor as manufactured by Diversified Electronics. 480 volt,3 phase stations shall
be equipped with a surface mount unit as manufactured by Diversified Electronics.
g. One "Seal fail" indicating light per pump of the "Push to test" type, shall be installed on the
inner door to provide indication of the presence of water in the pump. A plug;in threshold relay as
manufactured by Syrelec model PNR110 shall be provided for each pump to mopitor the seal probe in
the pump.
PART 3 EXECUTION
3.01 INSTALLATION
1. Installation shall be by others in strict accordance with the CONTRACTOR'S +nstructions and
recommendations In the locations shown on the Drawings. Anchor bolts shall be set by others in
accordance with the manufacturer's recommendations. I
2. Upon completion of each station, the PUMP MANUFACTURER shall inspect the installation and
submit a certificate stating that the installation of the equipment is satisfactory, and that the
equipment Is ready for operation.
3.03 TESTING
1. After all pumps have been completely installed, the CONTRACTOR along with) the PUMP SUPPLIER
shall conduct in the presence of the OWNER and the ENGINEER such tests as are necessary to
indicate that the pump station conforms to the Specifications. Field tests shall include all pumps
included under this Section. The CONTRACTOR shall supply all electric power, water or wastewater,
labor, equipment and incidentals required to complete the field tests.
2. Prior to the final test, the CONTRACTOR shall flush all influent lines to the', station and then shall
remove all debris and sediment that has accumulated in the station bottom.
s that all items of these specifications have been met
Final Acceptance Test shall demonstrate
3. The F p p
by the equipment as installed and shall include, but not be limited to, the following tests:
a. That the quick release lift out feature functions properly and allows the purrip to be raised and
lowered properly.
b. That all units have been properly installed and are in correct alignment.
c. That the units operate without overheating or overloading any parts and without objectionable
vibration.
d. That there are no mechanical defects in any of the parts.
e. That the pumps can deliver the specified pressure and quantity of raw, unscreened sewage.
f. That the pump sensors and controls perform satisfactorily as to control sequence; fie, correct start
and stop elevations, and proper alarm level functions.
4. If the pump performance does not meet the Specifications, corrective measures shall be taken or
the purnps shall be removed and replaced with pumps which satisfy the conditipns specified. A
24-hour operating period of the pumps will be required before acceptance. If a pumping station can
not be put into regular service because of the lack of wastewater or dischargel force mains, the
station shall be "exercised" at a minimum of two times a month by the CONTRACTOR.
HOF
HORN
SILEN(
ALARM LIGHT
WITH GUARD
IR
LE
CIRCUIT BREAKER
INTERLOCK
o a o 0
OF 1'r-
SEAL LEAK INDICATORS
N
ETMs
las am waM ,cm
l� PUMPS RUN LIGHTS
E
H❑As
o�ama GFI RECEPT,
NEUTRAL BLOCK
GROUND LUG-]
II -MI i rums r i
''" Iplpipl o C7 Q
w w w >
nEinl[]IGJ1�71
i�tP, c Uri
� ■ QG■ 1!iJ
I 1
eU1111111111/IIUI� �7� t+' �7R�■c�'
�wt�nnun�ounrl 1 1
YIII:,Ilullr'ni'+'
DEAD FRONT LAYOUT "TYPICAL" N/S SUB PANEL LAYOUT "TYPICAL" N/S
ENCLOSURE - N.E.M.A. 3R AISI 304SS
W/ALUMINUM DEAD FRONT CONSTRUCTION
AND LOCKING HASP
DUPLEX PUMP PANEL
(REFER TO MANUFACTURER'S SPECIFICATIONS FOR WALL MOUNTING)
ELECTRICIAN TO FIELD WIRE
L1/L2/N/Grnd. V, PH, 60HZ, 44- W
TO CONTROL PANEL
1M-` ` 2M-'- -"
1T1 IT2 SR2 2T1 2T2
SR SC TCl� C2 RC�
ELECTRICIAN INPUT CONNECTIDN BLOCK
PUMP 2
HIGH
LEVEL
ALARM
PUMP DATA CHART
PRIMARY PUMP CAPACITY
20 GPM
PRIMARY TDH
87.5 FT
SECONDARY PUMP CAPACITY
20 GPM
a
SECONDARY TDH
87.5 FT
®
PEAK INFLUENT FLOW RATE
6.0 GPM
®
PUMP CYCLE TIME
15 MIN.
O
PUMP SYSTEM MANUFACTURER
ABS
ELEVATION
CHART
®
PUMP MODEL NO.
PIRANHA S20/2W
R.P.M.
3450
TOP OF WETWELL
12.50
10
HORSE POWER
_
2.0
®
TOP OF VALVE BOX
12.50
11
ELECTRICAL -VOLTS/PHASE
230/1
®
INLET INVERT
10.75
©
FULL LOAD F.L.A. PER PUMP
AMP. F.L.A. TOTAL
10.8
®
HIGH LEVEL ALARM
9.25
10.8
d
O
nd
2- PUMP ON
7.75
3
PUMP DISCHARGE SIZE
1 -1 /4 "
1st PUMP ON
6.25
®
MIN. DIA. SOLIDS
®
PUMPS OFF
6.00
®
IMPELLER DIA. (MM)
5.63 INC11
®
BOTTOM OF WET WELL
4.50
COMPONENT l__ECEND
MCB -
MAIN CIRCUIT BREAKER
FR -
FLOAT REGULATOR
ECB
- EMERGENCY CIRCUIT BREAKER
CTR -
CONTROL TRANSFORMER
MCP -
MOTOR CIRCUIT PROTECTOR
ETM -
ELAPSED TIME METER
C/B -
CIRCUIT BREAKER
AH -
ALARM HORN
CCB -
CONTROL CIRCUIT BREAKER
AHS -
ALARM HORN SILENCER
P1/P2 -
PUMP 1/PUMP 2
LA -
LIGHTNING ARRESTOR
EGR -
EMER GENERATOR RECEPTACLE
SC -
START CAPACITOR (10)
MS -
MOTOR STARTER
RC -
RUN CAPACITOR (10)
RL -
PUMP RUN INDICATORS
SR -
START RELAY (10)
OL -
OVERLOAD HEATERS
PTS -
PUMP TERMINAL STRIP
HOA -
HAND -OFF -AUTOMATIC SWITCH
GIRD -
GROUND
GFI -
DUPLEX GRND. FAULT RECEPT.
FS -
FUSE
ALT -
PUMP AUTOMATIC ALTERNATOR
R -
RELAYS
VM/PM -
VOLTAGE/PHASE MONITOR
RTS -
REGULATOR TERMINAL STRIP
IPTB -
INCOMING POWER TERM. BLOCK
N -
NEUTRAL
NTB -
NEUTRAL TERM. BLOCK
O/L -
OVERLOAD
S.S. HINGES
VENT
2" SIZE
(2-3) FIELD INSTALLED
KNOCKOUTS FOR
ELECTRICAL CONDUITS
EL.
4 " INLET
FIELD INSTALLED
L
0
FIBERGLASS ACCESS HATCH & COVER
(LOCKABLE AND WATER TIGHT)
r FIBERGLASS WET WELL
2" PVC DRAIN LINE
PVC DISCHARGE
LiFT STATION PLAN
SCH 80 PVC UNION OR FLANGE
FIBERGLASS VALVE BOX
(LOCKABLE AND WATER TIGHT)OF 7
2"GATE VALVE
PVC DISCHARGE
LINE
EMERGENCY PUMP OUT
W/ QUICK CONNECT CPLG.
2" PVC VENT FIBERGLASS VALVE BOX FRP VALVE BOX
W/SCREEN 24 " X 30 " X 30 " p
1 -1 /4"x 2"
PVCINCREASER EMERGENCY PUMP OUT
2 "SCH 80 PVC-- W/ QUICK CONNECT CPLG. /-FIN GRADE
CABLE HOLDING
BRACKET FF
(S. S. )
%�
A /GATE VALVE
wrii►i riirwir urriiriiririwiri..i�
PLUG
/
2" PVC
00
DR
CHECK VALVE
Opp
FILL BOX AS NEEDED WITH
CONCRETE• PROVIDE
1PROPER DRAINAGE BALLAST
WITH BOTTOM SLAB
snr/ii urwwwiwiiiiiiwiwui w wwwiSiww w.�iiwwiwwii.�wrr.
;I ► I I
SS LIFTI
CABLE
SS PUMP
LIFTING BAIL
CONTRACTOR
INSTALL
GROUT 1.5 : 1
SLOPE
CONCRETE BASE SLAB AS PER " \- BASIN ANTI -FLOTATION FLANGE
SPECIFICATIONS W/ # 4 REBAR 18 O.C.
LIFT STATION SECTION
SWITCH DISCONNECT
CONTROL PANEL
(HOUSE MOUNTED
ELECTRIC METER
IF AVAILABLE)
(CONTRACTOR
LOCATE)
GENERATOR RECEPTOR
MODEL N0. A3042 (O.A.E.)
LIGHTNING ARRESTOR
O
FIELD MOUNTED BY
ELECTRICIAN
UNISTRUT (OR EQ.)
SEAL OFFS - C2">
C2)- 2" C❑PIDUI
INLET
2.0 "PVC Z
SCH 80 �
DISCHARGE LINE �
2" PVC
TOP EL.
.� INVERT EL.
a
H.L.A. EL.
2ND PUMP ON EL.
1ST PUMP ON EL.
O
PUMPS OFF EL.
BOTTOM EL.
SEE ELEVATION CHART FOR ""THRU
LEVEL CONTROL
DIAGRAM
CINI
T
Ln
EL M
coLC) co
LO
O
O
N
�
N
�z
w
,
O
�
_
U
v)
Q
z
z
llJ
W
h-
Q
�
Cam]
d
®
U
0
I
O
I
13-340