HomeMy WebLinkAbout033 - M-5 - WET WELL SECT & DTLS 6"STAINLESS STEEL MALE CAM AND 6"SST VENT WITH CARBON �'""'".�
GROOVE CONNECTION RLTER RAIN CAP(TYP.OF 2) �'��..
DIXON 600-AL-SS OR APPROVED EQUAL
AND 6"STAINLESS STEEL FEMALE CAM GENERAL NOTES:
AND GROOVE GASKETED DUST CAP =_____
6"EMBEDDED SST COLLAR (C- 1. INSTALL EQUIPMENT AND ACCESSORIES PER THE
WITH FEMALE THREADS ° INSTALL BOLTTHROUGH MANUFACTURER'S RECOMMENDATIONS.
PEDESTAL BASE FOR PORTABLE DAVIT CRANE - - o o FLANGE ANGLE IRON
(SALVAGED FROM EXISTING WET WELL STRUCTURE) o o Z SUPPORT Z. ALL DIMENSIONS TO PROCESS EQUIPMENT AND PIPING
� �� TOP ELEV=SEE SHEET C-9 ° ARE SHOWN FROM OUTSIDE OF FOUNDATION WALL.
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GRADE AWAY FROM STRUCTURE GRADE AWAY FROM STRUCTURE 3. THE EQUIPMENT LAYOUT AND ASSOCIATED PIPING IS
ANGLE IRON SHALL NOT DESIGNE�AROUND THE FIRST NAMED MANUFACTURER
�! �l a� EXTEND BEYOND FLANGE AS DERNED IN THE SPECIFICATIONS.CONTRACTOR SHALL
�I I I I I I I I I I I I I I I I�I I I _ -- —I I I—I I I �`�� EXTENTS BE RESPONSIBLE FOR ALL DESIGN CHANGES ASSOCIATED
�Z —I I I—I I I—I I I—I I I—I I I— WITH ALTERNATE EQUIPMENT AND ADJUSTMENT OF
- �� — I I—I I I�I I I I LAYOUT.VERIFY ALL PROCESS EQUIPMENT DIMENSIONS
WITH THE MANUFACTURER PRIOR TO ORDERING
SST CHAIN FOR FLOATS SEEP RING CONNECTING PIPING AND EQUIPMENT.
SECURE FLOATS TO CHAIN(TYP.) 4. SEE CIVIL DRAWINGS FOR CONTINUATION OF YARD PIPING.
SEE PLAN
PROVIDE ISOLATION GASKET 5. COORDINATE HEATING AND VENTILATION WITH HVAC
BETWEEN STAINLESS STEEL AND 3/ I`�.........I DRAW WGS.
DUCTILE IRON FLANGES TYP.EACH SUPPORT (
I I � 6. COORDINATE ELECTRICAL WITH ELECTRICAL DRAWINGS.
I I PIPE SUPPORT,TYP. �'C- I NOTCH OR DRILL TOP FLANGE 7. pIPE SUPPORTS AND HANGERS SHALL BE PROVIDED IN
I I (SEE OETAIL 1 THIS SHEET) AS REQUIRED TO CLEAR BOLT ACCORDANCE WITH SPECIFICATION 40 05 10 AND
I I I STANDARD DETAILS
I I L3X3XgIRON(PAINTED) i
I I ENSURE TOP LEG IS LEVEL
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I I PRESSURETRANSDUCERAND ,s
I I STILLING WELL(TYP.OF 2) q"ANCHORS WITH /�"� a
I I MIN.3"EMBEDMENTJ I �s
I I (EPDXY TYPE)
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I I Z-LOK GASKET
i i �1� TYPICAL PIPE SUPPORT
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I I _ SCALE:NONE
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I I FLOW
I I �! 15"GRAVITY PIPE INVERT
I I ELEV=SEE SHEET C-9
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I I 6"DUCTILE IRON END SUCTION RISER
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I I 9.00' FILLET FLOOR IN HATCHED
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I I AREA AT 1:1 SLOPE
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MECHANICAL FLOATS FOR I I
EMERGENCYPUMPING CONTROLS SECONDARYPRESSURE -
SEE SHEET M-4 FOR ELEVATIONS I I TRANSDUCER IN STILLING WELL Z�-16" ��1�� � _
I I i s � �� �
I I �E
I I �oai-s� /�
MECHANICAL FLOATS FOR I I
PRIMARY CONTROLSYSTEM I I -
SEE SHEET M-4 FOR ELEVATIONS
I I ANCHOR BOLTLOCATION,TYP. 11�" - -
PRIMARY PRESSURE -5 i6 -
I I (WNTRACTORTOCONFIRM z�_��
o � � TRANSDUCER IN STILLING WELL WITH MANUFACTURER) 16 _ _
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o � � 100-1-A - 13„
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� I I F���Er�rvP� ' ' KEY NOTES
6.25'
� I I iO PUMP OUTLINE AND ANCHOR BOLTS ARE BASED ON FLYGT
¢ � 2'-16" NP 3202 HT FRAME THE ACTUAL PUMP SELECTION SHALL
- MATCH THE PROJECT SPECIFICATIONS.CONTRACTOR SHALL
i CONFIRM DIMENSIONS AND LOCATION OF ANCHOR BOLTS
t00 175'
� (TYP.) WITH MANUFACTURER.
1.00'
12"STRUCTURAL BACKFlLL OO PUMP OUTLWE AND ANCHOR BOLTS ARE BASED ON FLYGT
COMPACTED TO 100%DRY DENSITY NP 3102 SH 3 FRAME.THE ACTUAL PUMP SELECTION SHALL
- PER STANDARD PROCTOR MATCH THE PROJECT SPECIFICATIONS.WNTRACTOR SHALL
� CONFIRM DIMENSIONS AND LOCATION OF ANCHOR BOLTS
g WITH MANUFACTURER.
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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J I I I I I I I I I _ UNDISTURBED NATIVE GROUND
z —I I I—I I I—I I 3 L5 0 3 6
0� �A� WET WELL SECTION �B� WET WELL FLOOR AND FILLET PLAN_ S°A`E�"FEET
2 , 0 2 4
� SCALEINFEET _ SCALE:1"=2' _ SCALE:1"=3' GENCY REVIEW (REVISION L)
JUNE 2025
J REVISIONS
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,� BOZEMAN MONTANA 33
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� No.48 6 PE=J DATE: O6/2025 DRAWWG NUMBER
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engineers surveyors planners scientists ��'4�ONAL`�` BY�
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