HomeMy WebLinkAbout2004 - Lift Station Details1
2
TB170-•- TIME 1
ET
PL1 MTP1 RUN 1
0 p � 8TB18
TB19 70 PUMP 1
M1
c OL
R7 TB20 FU4 I SS1
I
+12VDC TB62 0-- TB 6 j.. HOA SENSE 1A
BIAS ' TB67
¢---;. HOA SENSE 1 B
SS1A
"LH
TB69 "AIGIHT
TB79
RN
CONTROL CONTROL
TB76 TB77 T880 TB81
TB21[I - TIME 2
R7
R8
T 87 1
SS2A
PUMP 1
PUMP 2 1
MTP2�
PL2 RUN 2
CONTROL
CONTROL
9 ---- 10822
I rxr -OTT
Tess PUMP 1
O A
T823
o c M2 Y71 PUMP 2
TB82 R3 TB83
-0-I
TB84 R4 TB85
®L
_
9
FAILURE
g SF2
�B
TB9 R4 TB10
T60 PUMP 2
- 1
R8 TB24 FU5 SS2
PUMP1 RUN
- PUMP 2 RUN
1 2
+12,/DC SENSE +12✓DC SENSE
+12VD-Q TB63 0-- T{ 64
I' HOA SENSE 2A
BIAS
BIAS
BIAS- TB65
a--► HOA SENSE 2B
TTTTTTTTWS ALM POWER
89.6
SS2A
71 Fs6
2
CONTROL PANEL SCHEMATIC WITH R.T.U.
(S16 -A)
N/A
DUPLEX PUMP CONTROL PANEL CONTROL SCHEMATIC
T831
0, + 12VDC
TB32 HIGHALM. TB33 BIAS
o_ - p--. HIGH
FN FLT
TB34 LAGS_ � 35� LqG
FS3 FLT
TB36 LEADDTTB-37 LEAD
FS2 FLT
TB38 OFF TB3 9 OFF
FS 1 FLT
TB40 LOW T841
FLT
TB42 ALMMSIL T843
p ----o o-- ❑---. ALM
PB1 SIL
T844 PM, TB45
-- ❑ 1 ❑-� PM 1
TB46 PM2 TB47
___c It--❑---- - PM2
48 SFR1 TBo-49_� SEAL 1
FAIL
Q650 SFR2 TB51 SEAL 2
FAIL
TB52 DOORI OPN T853 DOOR
P 2 OPEN
TB73 FU7R6 TB74
p may- X-� �- ❑ --. ALM
FLASHER LIGHT
1
PUMP
2
T 87 1
T3
,YL�- ;,
B
2
PROBE 1 89 L
5
/PL7
A
4 SEAL
FAILURE
SF1
I rxr -OTT
Tess PUMP 1
jT 6 1
�PLB
SEAL
2�
PROBE 5
_
9
FAILURE
g SF2
�B
TB9 R4 TB10
T60 PUMP 2
EARTH�T�61
Q
EFFICIENCY
- �"
PNL
PUMPING CAPACITY
-
-
GRD
SECONDARY
TOTAL HEAD ()
TTTTTTTTWS ALM POWER
89.6
CONDITION
71 Fs6
2
72 ALARM
�R5
N/A
HORN
1
N/A
2
CONTROL PANEL SCHEMATIC WITH R.T.U. (S16-13)
DUPLEX PUMP CONTROL PANEL CONTROL SCHEMATIC
P 1
LA
a
L1
230V L2 - Q
3PH
4W L3 tJCB
NEU- 0
GEN. 1 o I
RECP iI, -�
�o
0 c " ECB
GRDDj
0 c
�
�
CB1
0C
ILI
O c
CB2
PM2
T1�
- T2
PUMP
LIFT STATION NUMBER A
NO. 1
T3
,YL�- ;,
2
M;--_
TB7 R3 TB38
AUX
FEET
I rxr -OTT
EFFICIENCY
T2
PUMP
I
NO. 2
II oy 3
0
MEDIATE TOTAL HEAD
M2
TB9 R4 TB10
AUX
2
RTU TB 13 RTU TB 14
POWER NEU
120 VAC NEUTRAL
C63
-`� CB4 GFI
_O RE5
15 -
1 2
CONTROL PANEL SCHEMATIC WITH R.T.U. (S16 -C)
DUPLEX PUMP CONTROL PANEL CONTROL SCHEMATIC
CONTROL PANEL NOTES
INSTALLATION
1. INSTALLATION SHALL BE BY OTHERS IN STRICT ACCORDANCE WITH THE CONTRACTOR'S
INSTRUCTIONS AND RECOMMENDATIONS IN THE LOCATIONS SHOWN ON THE
DRAWINGS. ANCHOR BOLTS SHALL BE SET BY OTHERS IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS.
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.
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.
RED COLOR FLASHING ALARM
LIGHT WITH CAGE (VISIBLE 360' ANNUNCIATING LIGHT
IN AN UPRIGHT POSITION.
NAME PLATE EMERGENCY
(TYPICAL) GENERATOR
RECEPTACLE SEE
SPECIFICATIONS FOR
RECEPTACLE MODEL
RESET
MOTOR CABLE ETM. FM ETM 31LENCE
(TYPICAL) - FlUN INDICATING LIGHTS
CROUSE -HINDS TYPE
"CGB" WATERTIGHT
CONNECTOR WITH - PANEL TO BE 304E
NEOPRENE GLAND TO STAINLESS STEEL
MATCH CABLE. FURNISHED
WITH PUMP.
ALARM HORN-,::----,--,
ORN Q TERMINAL BLOCK FOR
/GROUSE HINDS TYPE� EXTERNAL ALARMS
COB" CONNECTOR �7--,r
FURNISHED WITH PUMP ��.
Ld 14 11114 TO RTU
#1 d2 #
2" PVC CONDUIT TO STATION (MIN.)
VIDE BUSHING CONFIRM WITH PUMP MFGR.
AT CABLE TYPICAL CONTROL PANEL
COUPLING FRONT VIEW
- ADAPTER
4" ALUMINUM SCHEDULE 40 VARIES _
jCpTO-SCTA'T-IO'NU-T CONTROLPNL.
SUPPORT POSTS- I MSR
NOTES ALUMINUM UNISTRUT
1. ELECTRIC SERVICE SERVIC BRACING \2 REO -D.
DISC
SHALL BE 3 PHASE. THIS S CT
'� THIS SID
2. ALARM HORN SHALL BE / 3/0 BARE COPPER WIRE
SEALED TO PREVENT 12" MIN. GROUND CLAMP
LEAKAGE. J- FINISH GRADE
3. CONTROL PANEL TO BE i + CONCRETE SUPPORT 3000
APPROVED BY UTILITY CONDUIT TO POWE 2 M I.
PSI POURED AGAINST
POLE SEE SITE PLAN UNDISTURBED SOIL
BEFORE INSTALLATION. s/a Ola x 10LONG
j COPPERWELD GROUND ROD
4. REFER TO SECTION 8 FOR CONDUITS TO PUMPING)
PUMPING STATION SPECIFICATIONS. STA. SEE PLAN
FRONT ELEVATION CONTROL PANEL 3x.
5. BOTTOM OF PANEL TO BE f (STAINLESS STEEL)
28" TO 34 ABOVE GROUND. I I
6. DISCONNECT BETWEEN METER AND T� L.� `SERVICE DISCONNECT
METER-~
PANEL TO BE STAINLESS STEEL NON FUSIBLE. (STAINLESS STEEL)
ENCASED
PLAN VIEW
7. ALL HARDWARE AND FASTENERS TYPICAL SERVICE
TO BE STAINLESS STEEL. ENTRANCE STRUCTURE
8. R.T.U. TO BE MOUNTED ON TOWER ONLY.
9. SPARE PARTS (SEE SECTION 8.05).
(ELECTRICAL DETAILS S-16)
PUMPING STATION
PUMPING STATION DATA
TABLE
LIFT STATION NUMBER A
J �
m o'
n
w
z z
p w
PUMPING CAPACITY
G.P.M.
93
PRIMARY
CONDITION TOTAL HEAD (t)
FEET
89.6
EFFICIENCY
%
N/A
INTER- 'PUMPING CAPACITY
G.P.M.
N/A
MEDIATE TOTAL HEAD
FEET
N/A
CONDITION
c)
U Z 10
�0 M
Q
EFFICIENCY
%
N/A
PUMPING CAPACITY
G.P.M.
93
SECONDARY
TOTAL HEAD ()
FEET
89.6
CONDITION
2
EFFICIENCY
%
N/A
MIN. SOLIDS PASS. IMPELLER
INCHES
N/A
PUMP MODEL A.B.S.
PIR-M46/2D
PUMP IMPELLER
MM
160
PUMP SPEED (DESIGN)
R.P.M.
3450
MOTOR NAMEPLATE H.P.
H.P.
6.2
MOTOR VOLTAGE
460V -3P
MAX. NPSHR 0 SECONDARY
FEET
N/A
MAX. MOTOR SPEED
R.P.M.
N/A
INITIAL INFLUENT.' 7FPEAK
G.P.M.
61.1
MIN. PUMP CYCLE TIME
MINS.
15
TOP OF WELL ELEV.
FT.
12.00
INFLUENT PIPE INV. ELEV.
ELEV."A"'
5.70
ALARM SIGNAL ON ELEV.
ELEV." B"
5.20
LAG PUMP ON ELEV.
ELEV"C"
4.70
LEAD PUMP ON ELEV. (+)
ELEV."D
4.20
PUMPS OFF ELEVATION
ELEV ."E"
2.70
BOTTOM OF WET WELL
ELEV"F"
1.20
PUMP MANUFACTURER
A.B.S.
(*)PUMP WILL OPERATE BETWEEN PRIMARY
AND SECONDARY POINTS.
PUMP STATION GENERAL NOTES
1. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS AGAINST
FLOATATION OF WET WELL UNTIL ALL BACK FILL IS IN PLACE.
2. ALL CONCRETE SHALL BE CLASS A -A(4,000 P.S.I. FOR
PRECAST AND 3,000 P.S.I. FOR CAST -IN-PLACE) UNLESS
OTHERWISE SPECIFIED.
3. REINFORCING STEEL SHALL BE GRADE 60 FABRICATED AND
PLACED IN ACCORDANCE WITH THE A.C.I. CODE SPLICES SHALL
BE 6 TIMES THE BAR DIAMETER NUMBER SIZE OR 18" MIN.
UNLESS OTHERWISE NOTED (STAG. SPL.,TYP.).
4. ALL BACK FILL AROUND THE PUMP STATION SITE SHALL
BE COMPACTED 0 98% DENSITY.
5. CHAMFER EXPOSED CONCRETE EDGES 3/4 (TYP.).
6. WET WELL WALL SHALL CONTAIN A MIN. OF 0.22 SQ.IN./L!N:AR
FOOT REINFORCEMENT, IN THE VERTICAL AND HORIZONTAL
DIRECTIONS.
7. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRA!N% D.
8. PUMPS SHALL BE FLYGHT OR ABS, EXCLUDING FLYGHT
GRINDER PUMPS AND ABS V2 PIRANHA GRINDER PUMPS.
9. STAINLESS STEEL CABLE HOLDER SHALL BE LOCATED ON
OPPOSITE SIDE OF WET WELL FROM THE INFLUENT PIPE.
10.BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR ALL
PUMP STATIONS ALONG WITH THE REQUIRED PUMP STATION
CALCULATIONS.
11.NO UNI -FLANGE PIPE CONNECTIONS ALLOWED.
12. MAINTAIN MINIMUM OF 6" BETWEEN ANY PIPING, FITTINGS,
ETC. AND PRECAST CONCRETE.
13. FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLE'S
RECEIVING PUMP SEWAGE.
14. PUMP STATION CONTROL PANEL SHALL BE PROVIDED WITH
APPROPRIATE LIGHTENING ARRESTOR. VERIFY ALL DRIVER
GROUNDS PER N.E.S.C.
15.AN ACCESS DRIVE SHALL BE PROVIDED TO ALL INDIAN RIVER
COUNTY MAINTAINED LIFT STATIONS. ALL ACCESS DRIVES SHALL
BE A MINIMUM OF 8' WIDE AND SHALL INCLUDE A 12' DEEP
BY 12' WIDE (MIN.) APRON TURN AROUND. (SEE DETAIL THIS SHEET)
DRIVES SHALL BE CONCRETE OR ASPHALT PER THE CONSTRUCTION
REQUIREMENTS SET FORTH BY THE ENGINEERING DEPARTMENT OF
INDIAN RIVER COUNTY. ACCESS DRIVE DETAILS SHALL BE SHOWN
ON ALL SUBMITTED UTILITY PLANS AND APPROVED BY I.R.C.
DEPT. OF UTILITY SERVICES ON A CASE BY CASE BASIS.
(DATA TABLE AND NOTES)
TYPICAL PUMPING STATIONS
3. THE FINAL ACCEPTANCE TEST SHALL DEMONSTRATE THAT ALL ITEMS OF THESE SPECIFICATIONS
HAVE BEEN MET 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 PUMP 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;
I.E., 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 PUMPS SHALL BE REMOVED AND REPLACED WITH PUMPS WHICH SATISFY THE
CONDITIONS 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 DISCHARGE FORCE MAINS, THE STATION SHALL BE "EXERCISED" AT A MINIMUM OF
TWO TIMES A MONTH BY THE CONTRACTOR.
I
HATCH HINGED
S SIDE
4" D.I.P.
SCH. 80 P.V.C. CABLE CONDUITS TO
CONTROL PANEL (ENTIRE LENGTH)
FOR POWER & INSTRUMENTATION.
C ,
NO. 5, 6" O.C., I
WAY EACH FACE.
INFLUENT PIPE PVC.
(POSITION VARIES)
7'-0"
- 3-N0. 5
(2) 3/
HOSE BIBB
3/4" WATER SERVICE LINE WITH
REDUCED PRESSURE BACKFLOW
PREVENTER AND WATER METER.
ELEC. ME -ER 1/4 CU. YD. CONC.
DEPTH 3'-0" EACH
STAINLESS STEEL
SCHEDULE 40
SUPPORT POST.
I I �1 1'-6" Y
/ LOCATION OF CONTROL PANEL TO BE
APPROVED BY I.R.C.D.U.S.
GATE VALVE
- FLEX COUPLING (THROUGH WALL) r HATCH HINGED SIDE WITH BOX
1j
1
47. CV 4 GV 4" W VE
f°
1 FLEX. COUPLINGS ZC.
4"
1 P.V.C-.
/; F.M.
�---tT e14
4" CV \ D
4.'. GV. ,
r
HATCH HINGED SIDE
L SLOPE FILL GROUT
TO CENTER OF PIT
- EMERGENCY PUMP OUT 4" (OR 3" AS
- 2" PVC DRAIN APPROPRIATE) MALE "KAMLOC" OR APPR'D EQUAL
90' BENDS
BILCO TYPE J -AL, SINGLE LEAF - ELEC. CABLE HOLDER W/
ACCESS DOOR OR EQUAL WITH �� S -S- HARDWARE BILCO TYPE JO -AL, DOUBLE LEAF
S.S. HARDWARE � ACCESS DOOR OR EQUAL W/SAFETY
CHAINS BOTH ENDS AND S.S. HARDWARE.
4" D.I.P. VENT W/ 2 D.I.P.- C X 90' BENDS - STAINLESS STEEL UPPER - _ FOR DOOR SWING OPEN (TRUE
WITH STAINLESS STEEL INSECT SCREEN REQD. - GUIDE BRACKET W/ S.S. _ - ORIENTATION) SEE PLAN
z - `BOLTS & ANCHORS - -
1 2-N0.5, & E. W/ GRADE ELEV.
GRADE ELEV. iv I I NO. 3 AT 12" (TYP.
V
I• - - ..:. \ _; \A�� 3" �BOiTOM OF
316 S.S. BRACKET & \ ♦ \ 1 I •• , MALE KWIK I TOP SLAB
ASSOCIATED HARDWARE TO - • -► .. . •`` 4 (TYP) C ECT "KAMLOC-c
OUPLER C -1
SUPPORT PUMP POWER CABLE _ WET \
CAST-PN�' _ (BRONZE)C
SET PRECAST TOP SLAB WELL PLACE g> i t'i -O" CONC. OPENING I N0. 4, 12" DC ✓ERT.
' .2 :" - 4 DIA. SPOOL PIECE`o GATE VALVE WITH BOX
ON 1" NON -SHRINK, 3'-0" 8 l V
4° FLEX COUPLING N0. 4 8"
NON-METALLIC GROUT. o ENR G E/1� 2" X 90` BEND � C.V. 4" G.V. f DC HORIZ.
m n.8
S.S. LIFTING CABLES 10'
LONGER THAN DEPTH OF I
liptTo 4 M SLOPE Y -WET WELL4"W.P.(TYP) 12" DISCHARGE
• SB RS UIDEEACBARS (2 BY INCREWR �- PIPE (DIAM.)
Vit. 4" P.V.C. FORCE MAIN
CONTRACTOR AS PER "p" . e �• 2 -NO. 4, 4 WAYS ,lo
PUMP EQUIPMENT I TRAP 1 1 i :1 DIAG. (TYP.) 'f-
PUMP
REINFORCED CONCRETE-� MANUFACTURES SHOP
; 1• 4 4 D.LP.
MANHOLE RISER SECTIONS DRAWINGS .^
MANUFACTURED IN ACCORDANCE ;`. nI r
WITH ASTM C 475 _ 6" MIN. 3/4"
a tO. 5, 9" O.C., EW., EF. (STA COMPACT TO L
" " STONE AROUND
f
1116- ELEV. "g,"B" 12" V-4" 6°-8" 1'-4" 98% MAXIMUM ALL STRUCTURES.
1 PUMP N _
MOTOR DENSITY
- _
INFLUENT PIPE J 8» 2" PVC VALVE BOX DRAIN WITH P -TRAP LOCATED IN WET WELL
MIN 1: ELEV. "C" II �• /I: PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB
RUBBER SEAL, FILL JOINTS+- ELEV. "D" �/ �/ ; . ,ry OF WET WELL AND VALVE BOX W/ 2 COATS OF COAL TAR EPDXY
W/ EMBECO GROUT -� NO. 4, 6" O.C.
ELEV. " E" -
E STAINLESS STEEL BOLTS AND
16 = e - i;:16" ANCHORS FOR PUMP BASE ON
GROUT CORNERS -� f ; I, :_ NOTES:
OF WET WELL o STAINLESS STEEL BASE PLATE
(FULL CIRCLE)N ? =µ (SEE SECTION 8.078) 1. ADDITIONAL PLUG VALVE TO BE
4`j •: :t:-:1,. LOCATED AT FORCE MAIN JUNCTION
ELEV. 'F - 3„
2. SEE NOTES DRAWING NO. S-13
NO. 4, 6" O.C. IN CENTER.
dol z ✓ 1_ , ,• .,I t ' (SEE PUMP STATION
1. P111 i. ! � • • C 3. USE ALUMINUM LIFTING BAILS
GENERAL NOTES FOR WET
cru / . • f WELL WALL REINF.)
_ 4. STRUCTURE DIMENSIONS MAY VARY
\/ 3 UPON APPROVAL BY THE IRCDUS
NO. 5, 6' O.C., E.W., E.F. _ / DUE TO BUOYANCY COMPENSATION
6" MIN. 3/4" STONE OR OTHER REQUIREMENTS.
2' MIN. 6' DIA. 2' MIN. COMPACT TO
98% MAXIMUM 5. WHERE CERTAIN CONDITIONS DICTATE
DENSITY SCH. 80 PVC CAN BE SUBSTITUTED
CONCRETE ANTI-FLOATION
BALLAST 13 CU. YDS.
(ELEVATION)
TYPICAL PUMPING STATION
FOR DIP INSIDE WET WELL ONLY,
FROM PUMPS TO COMPANION FLANGE.
48 HOURS BEFORE DIGGING
GILL TOLL FREE
1-800-432-41-70
SUNSHINE STATE ONE CALL
OF FLORIDA INC.
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04-174