1 Fleet Landing Blvd. CIV18-00002 dwgs10OUTLINE OF BAlc
u
u
OUTLIN
OPENIP
316 STI
CABLE
ELEV. "T"
GRAVEL --J 3"
#5 -12" O.C. E.W.
SECTION VIEW
N.T.S.
MIN. 3/4" DIA. x 15" 316 STAINLESS STEEL
ANCHOR BOLTS TO EXTEND 7" INTO BASE.
(VERIFY W/ PUMP MANUFACTURER)
SEE NOTE 5
PLUG VALVE & BOX
00
PROPOSED GRADE
CD
C0
GENERAL NOTES
1. ALL D.I. PIPE AND FITTINGS MUST BE CERAMIC EPDXY COATED INTERNALLY AND
FUSION EPDXY COATED EXTERNALLY.
2. WETWELL AND VALVE VAULT SHALL BE COATED WITH A WATER-BASED CONCRETE
COATING EQUIVALENT TO CONSEAL CS -55 AS MF'D BY CONCRETE SEALANTS, INC.
INTERIOR SHALL RECEIVE 12 MILS (3 COATS) AND EXTERIOR 8 MILS (2 COATS).
3. BASE AND FIRST RISER UNIT SHALL BE CAST MONOLITHIC.
4. BASE SLAB SHALL BE 12" OR GREATER BASED UPON BUOYANCY CALCULATIONS.
SUBMIT CALCULATIONS AS PART OF PUMP STATION SUBMITTAL PACKAGE.
5. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES
WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPE AND SMALLER.
CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. VALVE VAULT
SHALL ALSO BE ENLARGED IF FLOW METER IS REQUIRED.
6. VALVE VAULT SHALL HAVE SEALED FLOOR DRAIN AND GRATE.
7. ALL LOCATIONS WHERE PIPES ENTER OR EXIT THE WET WELL OR VALVE VAULT SHALL
BE MADE WATERTIGHT WITH NON -SHRINK GROUT.
8. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL.
9. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S. HARDWARE
AND LOCK BAR TO ACCEPT PADLOCK. SIZE AS REQUIRED BY PUMP MANUFACTURER
AND APPROVED BY THE ENGINEER.
10. ALL HARDWARE IN WET WELL AND VALVE VAULT SHALL BE 316 STAINLESS STEEL.
11. RISER PIPE TO BE INSTALLED WITH INTERMEDIATE BRACKETS IF WET WELL DEPTH IS
GREATER THAN 15 FEET. BRACKETS SHALL BE 316 S.S. ANGLE MOUNTED TO WET
WELL WALL. PIPE SHALL BE SECURED TO BRACKET WITH 316 S.S. U -BOLTS.
12. KOR-N-SEAL FLEXIBLE BOOT W/ 316 S.S. STRAPS WITH ANNULAR SPACE FILLED WITH
NON -SHRINK GROUT.
13. OPERATING CONDITIONS SHALL BE 200 GPM AT 88 FEET TDH.
14. PRESSURE SENSOR SHALL BE EQUIVALENT TO RED VALVE SERIES 48.
15. PUMP SHALL BE FLYGT TYPE N, 240V, 30.
16. LEAD PUMP OPERATION SHALL ALTERNATE BETWEEN PUMPS.
PUMPING
STATIONS
DIMENSIONS
PS -1
DIM "A"
9" MIN.
o .,
PLAN VIEW
6-0" MIN.
N.T.S.
316 S.S. UPPER GUIDE
n
DIM "E"
26"
RAIL BRACKET AND
DIM "F"
30" MIN.
ALUMINUM
DIM "G"
CABLE HOLDERS
CHECK VALVE -OUTSIDE LEVER OR SPRING TYPE
ACCESS HATCH
DIM "J"
4'-8" MIN.
ALUMINUM ACCESS HATCH W/ LOCKSET
W/LOCKSET AND
"B"AND
ELEV. "U"
RECESSED HANDLE (SEE NOTE 10)
RECESSED
ELEV. "V"
2.9
NO.
ELEV. "W"
HANDLE
ELEV. "X"
3.9
CAM LOCK COUPLING W/LOCKING DUST CAP
8.
10.0
WALL REINF.
PLUG VALVE W/ TAPPED BLIND FLANGE
71ASTM
FLANGED TEE
4" PVC SCH. 80
12"
C-478 (TYP)
WALL REINFORCING ASTM C-478 (TYP)
VENT W/ S.S.
2" 31
INSECT SCREE
ELEV. "Y" 19111-1
,,,--STAINLESSSTEEL PRESSURE GAUGE
WALL REINFORCING
- 21/4"
SS BALL VALVE (NOT REQ'D IF
ASTM C-478
#5 @ 6"
SHUT-OFF FEATURE INCLUDED W/
O.C. E. W.
PRESSURE SENSOR
POWER CABLE
SCH. 40 316 STAINLESS
STEEL PIPE (SIZE PER
MFR.)"A"
4" 12"
2„
N z NOTE 13 (TYP)
GRAB LINK OR GRIP EYE POSITIVE RECOVERY
SYSTEM CONSISTING OF 316 S.S. CHAIN,
to J Il
ADJUST -A -LINK TYPE GRIP EYE AND 1/4" 316
..
00
S.S. CABLE AS PROVIDED BY MANUFACTU
#5 @ 12"
O.C. E.W
INFLUENT PIPE (NUMBER OF
NOTE 13 (TYP.)
PIPES AND ORIENTATION PER
GROUT -SLOPE TO DRAIN
COLLECTION SYSTEM DESIGN)
- RAM-NEK GASKET
\—
SCH. 80 PVC 3" FLOOR DRAIN
W/P TRAP - SLOPE OUTLET
PIPE 1/2" PER FOOT
MIN. 18 L. F.
HIGH LEVEL ALARM
ELEV. "X"
D. 1. P
INTERMEDIATE SS BRACKETS (NOTE 12)
ELEV. "Z" j
LAG PUMP ON
ELEV. "W"
NOTE 13 (TYP.)
24 VOLT FLOAT LIQUID 7
LEVEL CONTROL
LEAD PUMP ON
ELEV. "V"
WALL REINFORCING
ASTM C-478
V-6"
ALL PUMPS OFF
ELEV. "U"
GL—�,Rn°
X—�DI
r-2" GROUT l
FLG REDUCING ELBOW
ELEV. "T"
GRAVEL --J 3"
#5 -12" O.C. E.W.
SECTION VIEW
N.T.S.
MIN. 3/4" DIA. x 15" 316 STAINLESS STEEL
ANCHOR BOLTS TO EXTEND 7" INTO BASE.
(VERIFY W/ PUMP MANUFACTURER)
SEE NOTE 5
PLUG VALVE & BOX
00
PROPOSED GRADE
CD
C0
GENERAL NOTES
1. ALL D.I. PIPE AND FITTINGS MUST BE CERAMIC EPDXY COATED INTERNALLY AND
FUSION EPDXY COATED EXTERNALLY.
2. WETWELL AND VALVE VAULT SHALL BE COATED WITH A WATER-BASED CONCRETE
COATING EQUIVALENT TO CONSEAL CS -55 AS MF'D BY CONCRETE SEALANTS, INC.
INTERIOR SHALL RECEIVE 12 MILS (3 COATS) AND EXTERIOR 8 MILS (2 COATS).
3. BASE AND FIRST RISER UNIT SHALL BE CAST MONOLITHIC.
4. BASE SLAB SHALL BE 12" OR GREATER BASED UPON BUOYANCY CALCULATIONS.
SUBMIT CALCULATIONS AS PART OF PUMP STATION SUBMITTAL PACKAGE.
5. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES
WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPE AND SMALLER.
CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. VALVE VAULT
SHALL ALSO BE ENLARGED IF FLOW METER IS REQUIRED.
6. VALVE VAULT SHALL HAVE SEALED FLOOR DRAIN AND GRATE.
7. ALL LOCATIONS WHERE PIPES ENTER OR EXIT THE WET WELL OR VALVE VAULT SHALL
BE MADE WATERTIGHT WITH NON -SHRINK GROUT.
8. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL.
9. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S. HARDWARE
AND LOCK BAR TO ACCEPT PADLOCK. SIZE AS REQUIRED BY PUMP MANUFACTURER
AND APPROVED BY THE ENGINEER.
10. ALL HARDWARE IN WET WELL AND VALVE VAULT SHALL BE 316 STAINLESS STEEL.
11. RISER PIPE TO BE INSTALLED WITH INTERMEDIATE BRACKETS IF WET WELL DEPTH IS
GREATER THAN 15 FEET. BRACKETS SHALL BE 316 S.S. ANGLE MOUNTED TO WET
WELL WALL. PIPE SHALL BE SECURED TO BRACKET WITH 316 S.S. U -BOLTS.
12. KOR-N-SEAL FLEXIBLE BOOT W/ 316 S.S. STRAPS WITH ANNULAR SPACE FILLED WITH
NON -SHRINK GROUT.
13. OPERATING CONDITIONS SHALL BE 200 GPM AT 88 FEET TDH.
14. PRESSURE SENSOR SHALL BE EQUIVALENT TO RED VALVE SERIES 48.
15. PUMP SHALL BE FLYGT TYPE N, 240V, 30.
16. LEAD PUMP OPERATION SHALL ALTERNATE BETWEEN PUMPS.
PUMPING
STATIONS
DIMENSIONS
PS -1
DIM "A"
9" MIN.
o .,
DIM "B"
6-0" MIN.
-6 STATE STTATE OF •' ;
DIM "D"
n
DIM "E"
26"
DIM "F"
30" MIN.
DIM "G"
DIM "H"
6-0" MIN.
DIM "J"
4'-8" MIN.
ELEV. "T"
-1.5
ELEV. "U"
0.0
ELEV. "V"
2.9
NO.
ELEV. "W"
3.4
ELEV. "X"
3.9
ELEV. "Y"
10.0
ELEV. "Z"
35.0
* PER PUMP MANUFACTURER'S REQUIREMENT
QN=U i:
JL -
4337 PABLO OAKS CT., SUITE #101
JACKSONVILLE, FL 32224
PH 904-223-9773 FX 866-832-9236
www.wetengineering.net
FL Certificate of Authority No. 28177
PROJECT NAME
PUMP STATION
CONSTRUCTION PLANS
FLEET LANDING
SHEET TITLE
PUMP STATION DETAILS
DESIGNED BY
WTS
DRAWN BY
MAC
CHECKED BY
WTS
PROJECT
17002
DATE
APRIL 2018
SCALE
AS NOTED
SHEET
M3s0
CX;UHYRIGH f 2018 BY: WET ENGINEERING, INC.
N%%%%IIIIIII
ENSF%
o .,
No, 41215
-6 STATE STTATE OF •' ;
n
.•..••��\`
ONAL
LICENSE # 41215
REGISTERED ENGINEER
NO.
REVISION/ISSUE
DATE
QN=U i:
JL -
4337 PABLO OAKS CT., SUITE #101
JACKSONVILLE, FL 32224
PH 904-223-9773 FX 866-832-9236
www.wetengineering.net
FL Certificate of Authority No. 28177
PROJECT NAME
PUMP STATION
CONSTRUCTION PLANS
FLEET LANDING
SHEET TITLE
PUMP STATION DETAILS
DESIGNED BY
WTS
DRAWN BY
MAC
CHECKED BY
WTS
PROJECT
17002
DATE
APRIL 2018
SCALE
AS NOTED
SHEET
M3s0
CX;UHYRIGH f 2018 BY: WET ENGINEERING, INC.
c���'°Y
3/4" 900 BEN
FINISH
GRADE
3/4" 90' BEND
3/4" RPZ (TO MATCH EXISTING)
/--3/4" HOSE BIBB
`-3/4" GALV. STL. \-GALV. STEEL PIPE
SERVICE PIPE SUPPORT
\-3/4" BALL
VALVE
\-VALVE BOX POURED IN PLACE
CONC. ANCHOR
LOCATE
WIRE
3/4" SCH. 40
WATER SERVICE
WATER SERVICE
NT.S
4000 PSI CONCRETE
#4 @ 12" O.C. E.W.
• 0 0
C14
-al1.=l I L-
COMPACTED S
I I F=l I
_A11
NOTE:
1. SAWCUT 1-1/2" DEEP AT 1 OFT MAX SPACING.
2. EXPANSION JOINTS AT LOCATION WHERE
SIDEWALKS, BUILDINGS AND OTHER PAVING MEET.
CONCRETE DRIVEWAY DETAIL
N.T.S
3" O.D.
PO;
10'-0" CENTER TO CENTER (MAX)
/nN nTM A All A) f� A M A r-IMrl
10'-0" CENTER TO CENTER (MAX)
12" IA.
6' (MIN)
10'-0" (TOTAL OPENING)
6'(MIN)
10'-0" (TOTAL OPENING
1
GATE DETAIL
0 q -;,D- � �
4337 PABLO OAKS CT., SUITE #101
JACKSONVILLE, FL 32224
PH 904-223-9773 FX 866-832-9236
www.wetengineering.net
FL Certificate of Authority No. 28177
PROJECT NAME
PUMP STATION
CONSTRUCTION PLANS
FLEET LANDING
SHEET TITLE
PUMP STATION DETAILS
DESIGNED BY
WTS
DRAWN BY
MAC
CHECKED BY
WTS
PROJECT
17002
DATE
APRIL 2018
SCALE
AS NOTED
SHEET
M12
(DCOPYRIGHI 2018 BY: WET ENGINEERING, INC.
0%III111111111,110I
0*00 E Nseos%
0 No. 41215
STATE OF
OR2�&\ 007��
Q�
ONAL
9
Iloilo Ittl I00
AA111 I 1A A4 T 4
LICENSE # 41215
REGISTERED ENGINEER
NO.
REVISION/ISSUE
DATE
4337 PABLO OAKS CT., SUITE #101
JACKSONVILLE, FL 32224
PH 904-223-9773 FX 866-832-9236
www.wetengineering.net
FL Certificate of Authority No. 28177
PROJECT NAME
PUMP STATION
CONSTRUCTION PLANS
FLEET LANDING
SHEET TITLE
PUMP STATION DETAILS
DESIGNED BY
WTS
DRAWN BY
MAC
CHECKED BY
WTS
PROJECT
17002
DATE
APRIL 2018
SCALE
AS NOTED
SHEET
M12
(DCOPYRIGHI 2018 BY: WET ENGINEERING, INC.