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PUMP NO. 1 —
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PUMP NO.. 2 �
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GENERAL NOTES:
A. CONTRACTOR TO VERIFY SIZE AND LOCATION OF PIPING
PRIOR TO CONSTRUCTION.
B. ALL SUPPORTS AND FASTENERS SHALL BE CONSTRUCTED
OF STAINLESS STEEL.
C. BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS.
COMPACT TO 95% MDD PER ASTM D1557.
% I
i D. RESTORE AC PAVEMENT IN ACCORDANCE WITH CITY STD
PLAN HR -23.
_ II
\ E. INSTALL BURIED PIPE IN ACCORDANCE WITH CITY STD
\ / PLAN 405.
c" SS �_. J
KEY NOTES:
\ I
O RESTRAINED TYPE 316 SST FLEXIBLE COUPLING, VICTAULIC
STYLE 475, OR EQUAL-
UNION (TYP) g ONON-LUBRICATED, SST BALL VALVE WITH LOCK HANDLE, APOLLO
i 76 -100 SERIES OR EQUAL. MATERIAL TYPE TO MATCH PIPING.
SCV (TYP) O INSTALL PER CITY STANDARD PLAN 405 AND HR -23.3 FOOT MIN
POINT OF
FLUSHING ' COVER.
CONNECTION CONNECTION
2 0" PV (TYP) 4O DEMO EXISTING FORCE MAIN AND TO POINT OF
ACCESS HATCH CONNECTION. SHOWN FOR REFERENCE ENCE ONLY.
Y
2" SSFM 6'
10 (TYP) . -- - c (TYP;
- - -- /-------- -- - --
2' -2" -_-
o
(TYP) (TYP)
— -- �I - - - -- --------------F---
- — — -
- -I - - - - -- --- --I- --
1 -6„ a V
(TYP)
)
2" PD
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6
-ABOVE GRAL E I
CON -i COL PANEL
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f-ENCE�
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A PLAN
C -01 SCALE: 314"= V -0"
FILE: 8235A -050- 100.dwg
`SUMP PUMP
SP -01
CLEANOUT( 4 5 REDUCE TO VALVE AS REQUIRED WITH SST FITTING.
`O i\ 6 DEMO EXISTING CURB AND SIDEWALK TO THE LIMITS SHOWN.
INSTALL NEW CURB AND DRIVEWAY PER CITY STD PLAN 104 AND
_ —� I ' 104.2 FOR DIMENSIONS INDICATED ON THE DRAWINGS.
_ _ -- - -- :`7 j LADDER AS SPECIFIED IN SUB- SECTION 10.02490.
�_, - /
(J(
�
2' -0" 8 FOR DI SSFM, USE RESTRAINED FLANGE COUPLING ADAPTER,
ROMAC RFCA OR EQUAL. BOLTS AND NUTS SHALL BE 316 SST,
- -- -- 15 -- — I MFR STD FUSION BONDED EPDXY COATING. INSTALL FLANGE AS
REQUIRED. FOR PVC SSFM, USE SOC z SOC SOLVENT WELD
_ —
—fjF-
COUPLING.
• O CONTRACTOR TO VERIFY PIPING MATERIAL. CONNECTION
SST PVC METHOD BASED ON PIPE MATERIAL. SEE KEY NOTE 8.
3" SSFM 3
70 BLOCK OUT FOR BASE SUPPORT. COORDINATE DIMENSIONS OF
BASE SUPPORT WITH GUIDE RAIL MFR.
17 11 SEE ELECTRICAL DRAWINGS FOR DETAILS.
3" CROSS 12 6 -INCH DIA CORE DRILL FOR CONDUIT PENETRATION. COORD
LOCATION WITH EXIST WET WELL VENT AND TOP SLAB.
�- 2" X 3" CONCENTRIC IMMEDIATELY COAT ENDS OF ANY CUT REINFORCEMENT WITH
REDUCER (TYP) SIKA ARMATEC 110 EPOCHEM.
2 13 PROVIDE 10 INCH WIDE CONCAST FIBERCRETE CABLE TRENCH
M -02 OR EQUAL. SOLID BOTTOM, PARTITION TO SEPARATE POWER
AND INTRINSICALLY SAFE - CIRCUITS. PROVIDE TRENCH WITH
GALVANIZED STEEL HINGED, BOLT -DOWN, HOLD -OPEN COVER
WITH SST HINGES AND BOLTS. PROVIDE NOTCHED COVER FOR
CABLES. ENCASE TRENCH IN 4 -INCH THICK CONCRETE, TYPICAL
ALL SIDES. DO NOT ENCASE AT CONDUIT PENETRATIONS.
MODIFY AS REQUIRED FOR CABLE ENTRY
14
FLOATS SHOWN SCHEMATICALLY. SEE SPEC SUB - SECTION
PRECAST CONCRETE VAULT
10.11313 FOR DETAILS.
(T-0-1 X 5' -6"W X 6'-0" D INSIDE DIMENSION)
15
ROMAC STYLE 501 FLEX COUPLING OR EQUAL. BOLTS AND NUTS
SHALL BE 316 SST, MFR STD FUSION BONDED EPDXY COATING.
1 � 1
16
SURVEY SHOWN IS APPROXIMATE. INTERFERENCE WITH FENCE
POST NOT ANTICIPATED BASED ON ACTUAL LOCATION IN FIELD.
o�
17
CONCRETE THRUST BLOCK PER SECTION 7 -09.3(21). PROVIDE 1
c
SO FT BEARING SURFACE.
. • SST
NIPPLE AND CAP
18
PROVIDE PRESSURE GAUGE ASSEMBLY PER STD PLAN NP806,
°
SIM, REDUCE WITH SST FITTING. PROVIDE ASSEMBLY IN
ADDITION TO THREADED CAP.
`SUMP PUMP
SP -01
CLEANOUT( 4 5 REDUCE TO VALVE AS REQUIRED WITH SST FITTING.
`O i\ 6 DEMO EXISTING CURB AND SIDEWALK TO THE LIMITS SHOWN.
INSTALL NEW CURB AND DRIVEWAY PER CITY STD PLAN 104 AND
_ —� I ' 104.2 FOR DIMENSIONS INDICATED ON THE DRAWINGS.
_ _ -- - -- :`7 j LADDER AS SPECIFIED IN SUB- SECTION 10.02490.
�_, - /
(J(
�
2' -0" 8 FOR DI SSFM, USE RESTRAINED FLANGE COUPLING ADAPTER,
ROMAC RFCA OR EQUAL. BOLTS AND NUTS SHALL BE 316 SST,
- -- -- 15 -- — I MFR STD FUSION BONDED EPDXY COATING. INSTALL FLANGE AS
REQUIRED. FOR PVC SSFM, USE SOC z SOC SOLVENT WELD
_ —
—fjF-
COUPLING.
• O CONTRACTOR TO VERIFY PIPING MATERIAL. CONNECTION
SST PVC METHOD BASED ON PIPE MATERIAL. SEE KEY NOTE 8.
3" SSFM 3
70 BLOCK OUT FOR BASE SUPPORT. COORDINATE DIMENSIONS OF
BASE SUPPORT WITH GUIDE RAIL MFR.
17 11 SEE ELECTRICAL DRAWINGS FOR DETAILS.
3" CROSS 12 6 -INCH DIA CORE DRILL FOR CONDUIT PENETRATION. COORD
LOCATION WITH EXIST WET WELL VENT AND TOP SLAB.
�- 2" X 3" CONCENTRIC IMMEDIATELY COAT ENDS OF ANY CUT REINFORCEMENT WITH
REDUCER (TYP) SIKA ARMATEC 110 EPOCHEM.
2 13 PROVIDE 10 INCH WIDE CONCAST FIBERCRETE CABLE TRENCH
M -02 OR EQUAL. SOLID BOTTOM, PARTITION TO SEPARATE POWER
AND INTRINSICALLY SAFE - CIRCUITS. PROVIDE TRENCH WITH
GALVANIZED STEEL HINGED, BOLT -DOWN, HOLD -OPEN COVER
WITH SST HINGES AND BOLTS. PROVIDE NOTCHED COVER FOR
CABLES. ENCASE TRENCH IN 4 -INCH THICK CONCRETE, TYPICAL
ALL SIDES. DO NOT ENCASE AT CONDUIT PENETRATIONS.
MODIFY AS REQUIRED FOR CABLE ENTRY
1 SECTION
SCALE: 3/4"= V -0"
FILE: 8235A10 -040 -902
5- 353604
14
FLOATS SHOWN SCHEMATICALLY. SEE SPEC SUB - SECTION
PRECAST CONCRETE VAULT
10.11313 FOR DETAILS.
(T-0-1 X 5' -6"W X 6'-0" D INSIDE DIMENSION)
15
ROMAC STYLE 501 FLEX COUPLING OR EQUAL. BOLTS AND NUTS
SHALL BE 316 SST, MFR STD FUSION BONDED EPDXY COATING.
16
SURVEY SHOWN IS APPROXIMATE. INTERFERENCE WITH FENCE
POST NOT ANTICIPATED BASED ON ACTUAL LOCATION IN FIELD.
o�
17
CONCRETE THRUST BLOCK PER SECTION 7 -09.3(21). PROVIDE 1
I"
SO FT BEARING SURFACE.
18
PROVIDE PRESSURE GAUGE ASSEMBLY PER STD PLAN NP806,
°
SIM, REDUCE WITH SST FITTING. PROVIDE ASSEMBLY IN
ADDITION TO THREADED CAP.
1 SECTION
SCALE: 3/4"= V -0"
FILE: 8235A10 -040 -902
5- 353604