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ACCESS HATCH(TYP.OF 2) CONDUIT PENETRATIONS 6"STAWLESS STEEL MALE CAM AND
� (SEE SHEET E-6) GROOVE CONNECTION
� y PRECAST CONCRETE O DIXON 600-APSS OR APPROVED EQUAL
WET WELL(9.0'x 12 0' "MOUNT GUIDE RAIL TO CONCRETE AND 6"STAINLESS STEEL FEMALE CAM
INSIDE DIMENSIONS)OO OPENING FOR HATCH AND GROOVE GASKETE��UST CAP
1.83'
EMERGENCY FLOAT(S) TOP ELEV=SEE SHEET G9
SECURED TO SST CHAIN PRECAST CONCRETE TOP SLAB
2.23' 4.00' 4.00'
� � I I—I I I—I I I—I I I—I I I—I I I—I I I o Z —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 I I—I I I—I I �� SEEP RING I I I—I I I—I I I—I I I—I I I-
I � � j PRIMARYALARMROAT(S) —I I I—I I I —I I I—I
- I / \ i 227 SECURED TO SST CHAIN
6"CLASS 51 I I PROVIDE ISOLATION GASKET I �
PRESSURETRANSDUCERAND
DUCTILE IRON PIPE � � � � BETWEEN STAINLESS STEEL AND
I I STILLING WELL(SECONDARY)
(SEE SHEET C-8) I DUCTILE IRON FLANGES
� _ -�O�r3 � PRESSURETRANSDUCERAND 1�92 PIPESUPPORT,TYP.
1]5' / I STILLING WELL(PRIMARY) STAINLESS STEEL CABLE
� HANGER RACK (SEE DETAIL 1 ON SHEET M-5)
— ———————— �
S � DAVIT BASE I SST CHAW FOR FLOATS
�----------- ° I (RE-USE FROM EXSTING W ET W ELL STUCTURE) I SECURE FLOATS TO CHAIN
I �
I
( ) PRESSURETRANSDUCERAND
I - "SSTGUIDERAIL TYP. � STILLINGWELL TYP.OF2
� A I I � � )
1.75' 1.75'
I � � 2�5� � YARD PIPING ELEVATION-4775.50
�___________ � SUCTIONPUMPRISERWITH I
\ � CAM AND GROOVE FITTING I 6"DUCTILE IRON END SUCTION RISER
6"CLASS 51 I I 1.00' AND DUST CAP
DUCTILE IRON PIPE � I Z-LOK GASKET(NP.) �
(SEE SHEET C-8) � P-100-1-2 j I
0
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� o
17T �6
. � � �
S / � I STAINLESS STEEL SUPPORTS
L—_——————_——
�z��, I SECURED TO STRUCTURE.
_ � 10 1 1 , PIPE SUPPORT,TYP. �
m I
o I I `" (SEE DETAIL 1 ON SHEET M-5) I
N Z-LOKGASKET(TYP.) �_ __________ _______ __�
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PRECAST CONCRETE WET WELL \ � 15"GRAVITY PIPE INVERT(SOUTH)
6"SST VENT WITH CARBON RLTER RAIN CAP i i 6"SST VENT WITH CARBON RLTER RAIN CAP (9.0'X 12'INSIDE DIMENSIONS) (� 1 i ELEV=SEE SHEET C-9
I I �� �
6"ELBOW � � ACCESS HATCH(TYP.OF 2) �
INCLUDE 6"X 4"REDUCER � � 4.0'X 5.0'ROUGH OPENING O I
TO CONNECT TO 4"PUMP I I
DISCHARGE PIPING I I I PUMP BASE""
� � �
I I 15"SDR-35 PVC SANITARY SEWER �
BOTTOM OF 45�FILLET(TYP.) I I (SEE SHEET G9) LSHH I
O i i �p0_2_�♦EMERGENCYPUMPONELEV=476429 i
I I LSHH HIGH-HIGH LEVEL ALARM ELEV-4763.79 i SUBMERSIBLE PUMP
100-1-4. I P-100-1-1 �«
�� WET WELL PLAN VIEW Z � � Z 4 LSH HIGHLEVELALARMELEV=4763.29 � P-100-1-2 ��
100-13 � P-100-1-3 '�
SCALE:1"=2' SCALE IN FEET �
LIT LAG PUMP 2 ON ELEV=4762.29 �
100-1-4.
I MECHANICAL FLOAT SWITCH(TYP.)
LIT LAG PUMP 1 ON ELEV=4761.29 I
100-1-3. �
� PRESSURETRANSDUCER LE
100-1-A♦
GENERAL NOTES: KEY NOTES I
1. INSTALL EQUIPMENT AND ACCESSORIES PER THE w* DENOTES EQUIPMENT OR ITEMS SUPPLIED BY DIVISION 43 O ACCESS HATCHES SHALL BE HALLADAY W256048 OR APPROVED EQUAL p0�'2 DUTY PUMP ON ELEV=475929 i
MANUFACTURER'S RECOMMENDATIONS. 00 00 MANUFACTURER AS A COMPLETE PACKAGE. WITH INTEGRATED SAFETY GRATE. . I
GENERAL CONTRACTOR IS RESPONSIBLE FOR
� 2. ALL DIMENSIONS TO PROCESS EQUIPMENT AND PIPING COORDINATING INSTALLATION OF ALL SUPPLIED 2O SEE THE WET WELL FLOOR PLAN FOR FILLET EXTENTS(DETAIL B ON �
ARE SHOWN FROM OUTSIDE OF FOUNDATION WALL. EQUIPMENT AND INSTRUMENTATION AND PROVIDING ALL SHEET M-5)
Q PROCESSCONNECTIONSANDAPPURTENANCES. `
a 3. THE EQUIPMENT LAYOUT AND ASSOCIATED PIPING IS PROVIDE WATERPROOFING ON EXTERIOR SURFACE OF WET WELL PER DUTY PUMP OFF&
LIT LSLL EMERGENCY PUMP OFF ELEV=475629
DESIGNED AROUND THE FIRST NAME�MANUFACTURER SECTION 07 04 16 OF THE PROJECT SPECIFICATIONS.PROVIDE JOINT O
� AS DEFINED IN THE SPECIFICATIONS.CONTRACTOR SHALL � DENOTES COMPONENTS TO BE SUPPLIED BY DIVISION 40 WRAP AT ALL JOINTS. 100-1-1.100-2-2. i
� BE RESPONSIBLE FOR ALL DESIGN CHANGES ASSOCIATED 00 00 MANUFACTURER.GENERAL CONTRACTOR IS
RESPONSIBLE FOR COORDINATING INSTALLATION OF ALL I
WITH ALTERNATE EQUIPMENT AND ADJUSTMENT OF PROVIDE PROTECTIVE COATING ON INTERIOR SURFACE OF WET WELL
� SUPPLIED EQUIPMENTAND INSTRUMENTATION AND
LAYOUT.VERIFY ALL PROCESS EQUIPMENT DIMENSIONS PER SECTION 09 90 00 OF THE PROJECT SPECIRCATIONS. LSLL LOW-LOW LEVEL SWITCH=475579
� PROVIDING ALL PROCESS CONNECTIONS AND -
WITH THE MANUFACTURER PRIOR TO ORDERING ���-1-Z♦ �p�
i CONNECTING PIPING AND EQUIPMENT. APPURTENANCES.FOR INSTRUMENTATION AND CONTROL
INSTALLATION DETAILS,REFER TO DIVISION 13 (TYP.)
SPECIFICATIONS AND INSTRUMENTATION LAYOUT
� 4. SEE CIVIL DRAWINGS FOR CONTINUATION OF YARD PIPING. BOT WET WELL ELEV=4754.64
�RAWINGS.
5. COORDINATE HEATWG AND VENTILATION WITH HVAC CONCRETE WEIGHT W/
DRAWINGS. SST EMBEDDED EYELET 2 2�
FlLLET(TYP.)
c�i 6. COORDINATE ELECTRICAL WITH ELECTRICAL DRAWINGS. o 0 0 0 0 0 0 0 0 0 0 0 0
3
° 7. PIPE SUPPORTS AND HANGERS SHALL BE PROVIDED IN
� ACCORDANCE WITH SPECIFlCATION 40 05 10 AND UNDISTURBED NATNE GROUND —I I I—I I I—I -�Z"STRUCTURAL BACKFILL
N STANDARD DETAILS.
� — I I—I I I—I COMPACTED TO 100%DRY DENSITY
z I—I I I—I I PER STANDARD PROCTOR
�
° Z � o Z 4 � wET wE�� sECTioNAGENCY REVIEW (REVISION 2)
o SCALE IN FEET _ SCALE:1"=2'
JUNE 2025
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