20150332 Approved Signed Plans 12222015i
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ELECTRICAL SYSTEM MUST MEET CLASS 1 DIV 1 INTRINSICALLY SAFE REQUIREMENTS.
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1. IF THE BUILDING CONTAINS FLOOR DRAINS CONNECTED TO THE SEWEIR SYSTEM THE STEP SEWER
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ELECTRICAL SYSTEM MUST MEET CLASS 1 DIV 1 INTRINSICALLY SAFE REQUIREMENTS.
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2. THE STEP TANK MUST BE H -20 RATED IF THE DEPTH IS GREATER THAN 3 FEET FROM FINISH
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PARCEL NO.
3. THE CITY OF YELM HAS REQUIRED THE SIMPLEX PUMP TO BE AN OSq 20 GPM.
BLA- 978189YL TRACT A DOC. 5086255
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�x SEWER CONSTRUCTION NOTES:
1. ABANDON EXISTING TANK PERT THURSTON COUNTY DEPARTMENT OF WEALTH GUIDELINES. CRUSH LID
AND FILL NTH GRAVEL PER STANDARDS. CONTRACTOR SHALL OBTAIN PERMIT FROM THURSTON
�1. CONNECTvTO EXITING r PVC`SEWER`'HIPE. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE AND
DEPTH PRIOR TO CONSTRUCTION. CONNE=N SHALL BE MADE WITH 2 -45' BENDS WITH A MINIMUM
OF 1' BETWEEN THE BENDS.
3. INSTALL 10 LF 4" ASTM D 30134 PVC SDR 35 SEWER PIPE, S =2% MIN
4. INSTALL 4" INLINE SWEEPING SANITARY SEWER CLEANOUT.
T 500 T.E.P AN
Z. TH MP OA D PIIIIZ
DETAILS 7- , 7- , 7 -11, 7 -1 4, 7 -17, 7 -18 SEE DT- 1 AND DT -02.
6. INSTALL 2" SERVICE CONNECTION. CONNECT TO EXISTING 2" SERVICE BOX PER CITY OF YELM
DETAIL 7 -1, SEE DT -01.
7. INSTALL S.T.E.P. PUMP CONTROL PANEL INCLUDING ALL WIRING ON EXISTING BUILDING, PER CITY OF
YELM DETAIL 7 -5, 7 -6. CONTRACTOR SHALL COORDINATE PLACEMENT OF CONTROL PANEL WITH
OWNER. CONTRACTOR SHALL VERIFY ELECTRICAL REQUIREMENTS PRIOR TO ORDERING PUMPS.
8. INSTALL WIRING AND CONDUIT AS REQUIRED FOR INSTALLATION OF PUMPS AND PUMP CONTROLLER.
OWNER/APPLICANT:
PRAIRIE BUSINESS PARK, LLC
C/0 HOWARD NETTLETON
PO BOX 450
Md(ENNA, WA 98558
(360) 458 -2195
SITE ADDRESS
301 CREEK ST NE
YELM, WA 98597
TAX PARCEL NUMBER:
22730110101
GENERAL NOTES:
1. ALL DISTURBED AREAS SHALL BE REPAIRED AT OWNER
DIRECTION
2. ALL DESIGN INFORMATION SHALL BE VERIFIED BY CONTRACTOR
PRIOR TO STARTING CONSTRUCTION.
STEP TANK INSTALLATION NOTES
1. 1,500 GALL STEP TANK MANUFACTURED SHALL BE APPROVED
BY THE CITY OF YELM.
2. TANK BURY DEPTH SHALL BE LESS THAN 5-FT MEASUgED
FROM THE INLET TO THE TOP OF RISER.
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SPUCE TO EXISTING
14 GAUGE TONING FINISH
WIRE GRADE
co iv
TO STEP TANK
CONNECT TO
LXISTNIG PVC
SERVICE UNE
1" KBI RA_L VALVE, SL x SL—
la CHECK VALVE
R
M16LLAT'ON NOTE
ALL SERVICE LINE CARSON BOXES SHALL BE
LOCATE. 4' FROM EDGE OF CURB TO CENTER
OF CARSON BOX IN PLANTER STRIP ON BOTH
1. SIDES OF ROADWAY.
GANG CARSON BOXES SHALL BE LOCATED 3'
APART TO CENTER OF BOXES
2' BALL AND CHECK VALVES TO BE INSTALLED
IN CARSON BOXES ACCORDING TO DRAWING.
SERVICE BOX - CARSON INDUSTRIES MODEL NO.
1419B WITH BOLTED HINGED COVER OR EQUAL
COVER MARKING TO READ "SEWER"
(USE IN NON - TRAFFIC AREAS)
-14 GA. OF HEAVY INSULATED
COPPER TONING MARE
ALL TONING WIRE SPLICES SHALL
BE CONNECTED BY USING D.B.Y.
KITS MANUFACTURED BY 3M
STEP MAIN
1" SCHEDULE)
40 PVC SMYP
PVC SWING CHECK
VALVE SL x SL
1" KBI BALL VALVE. SL x SL_j
1" PVC NIPPLE, SL x SL -
1' x MAIN DIA. PVC
REDUCING TEE
SL x SL x TH
OR PPE SADDLE ---
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cirir of YELM
DEPT. OF PUBLIC WORKS
TYPICAL 1 "
SERVICE CONNECTION
APPROVED DWG. NO.
Pt1B1.IC WORKS DIRECTOR DALE
DES_ DMM. CCD. DATE ___j JY JEG TP 4/2047
ALL STEP TANKS SHALL BE H--20 LOAD RATED TANKS.
THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007.
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL SIMPLEX STEP
TANK INSTALLATION
��----�� nrNC_ No_
PUBLIC WORKS DIRECTOR DATE
DES. OWN. C4D. DATE
JY JEG TP 4/2007
*PUMP
CONTROL
USE 1" UNION TO CONNECT TESTING
FIBERGLASS LID
CONTRACTOR TO
APARATJS FOR PRESSURE TESTING SERVICE
IMTH STAINLESS STEEL
WALL
SHIM, ETC. TO
AND NEOPRENE GASKET
D -3 2 50°
18" MIN RISER HEIGHT TYPICA_ WITH
ALL NON - TRAFFIC BEARING TANKS
1' DIA.PVC HOSE AND
V -1 400 GAL
1 600 GAL
VALVE ASSEMBLY
DIrI'ERENT TYPES
LEAVE SUFFIC ENT -�
CRIENT BALL VALUE
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AS SHOWN. BALL VALVE
°
PUMP REMOVAL
SHALL BE 11II017H 112" BELOW
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ELECTNM SPLICE BOX 118TH CORD GRIPS
UD
FORM BOIH CONDUITS
ALL CONNECTUM SHALL BE MADE WITH
U
HEAT SHRINK BUTT CONNECTORS
rRISER 8NEOPRENE
21w OR 24" PVC
RISER W/LID
SLOPE GROUND AWAY FROM RISER
\
WITH
CROMMETS
14 GAUGE OF
A' FROM TOP OF RISER TO LC
ELECTRICAL
INSULATED
ELECTRICAL CONDUIT— -
TONNG MARE
)401F
INSTALL IN
3/4" EY CONDUIT SEAL
INSTAL-
TONING WIRE - INSTAL_
RISER
ELECTRICAL CONDUIT T
IM RISER
POWER SOURCE
w
"
ENT
EFF�UEN DISCHARGE
SCHARGE
STANDARD
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WALL
IMLL I ILL
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ADAPTOR FOR CONCRETE
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TANKS
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$G 3.5"
1' PVC FLOAT
-- EDUNOANT
ASSEMBLY AS SET
OFF
BY CITY OF NnU
1 -1/4" DIA. INLET
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ORWICE
PE14METER OF VAULT
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INDUCER
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ORENCO
P.10 96,11 051 PUMP WITH
THE MATERIAL FOR DUPLEX. TRIP-EX. AND CLASS 1 DIMS" 1
S.O. POWER CABLE AND
INSTALLATIONS WL_ VARY. THE CCNTRACTOR SHALL WEET THE
1/a" BY -PASS ORucc
INTENT OF THE INSTALLATION REOUIREMENTS SHOWN IN THE _
IN THE DISCHARGE HEAD
ALL STEP TANKS SHALL BE H--20 LOAD RATED TANKS.
THIS POLICY SHALL TAKE EFFECT ON MAY 31, 2007.
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL SIMPLEX STEP
TANK INSTALLATION
��----�� nrNC_ No_
PUBLIC WORKS DIRECTOR DATE
DES. OWN. C4D. DATE
JY JEG TP 4/2007
*PUMP
CONTROL
3000 GAL
4500 GAL
CONTRACTOR TO
PANEL
72"
WALL
SHIM, ETC. TO
55"
D -3 2 50°
E2"
ACCOUNT FOR
V -1 400 GAL
1 600 GAL
DWN.
DIrI'ERENT TYPES
1 2400 CAL
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10 ELECTRICAL C
UNDER HOUSE
PANEL
CONDUIT
TO STEP
TANK
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—FOOTING/STEM
WALL
TO STEP
TANK
*LOCATION OTHER THAN GARAGE
WALL OR REMOTE POST WILL
BE CONSIDERED CN A CASE
B" CASE BASIS.
GARAGE WALL
PUMP CONTROL
PALL '
STAINLESS STEEL TWO
HOLE STRAPS AS
REQUIRED TO SECURE
CONDUIT TO WALL
-Z— EXISTING GROUND
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TO STEP TANK
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CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL PUMP CONTROL
PANEL INSTALLATION
ON EXISTING HOUSE
APPROI DWG. NO.
PUBLIC WORKS DIRECTOR DATE
DES. DUN. CKD. DATE
JY JEG TP 4/2007
LL STEP TANKS SHALL BE H -20 LOAD RATED TANK!
-ITS POLICY SHALL TAKE EFFECT ON MAY 31, 2007.
21-0 MIN. PVC RISER
1MTH WATER TIGHT I
LID I
14 GAUGE TONING I
W.RE TO SS CO —\_ 1
FINISHED GRADE
T1I7 LID
j DUMP VAULT RISER
14 GAUGE TONING
s cc
i WIRE TO SERVICE
I BOX
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V -1 I 1 2 PART USE ORCNO
I I TANK TO RISER
I ADAPTER FOR
N I I CONCRETE TANKS
l 1
4- 01ORFICE 1 PUMP ASSEM9LY. SFF
I I DWG. NO. 7 -9
Ca N
V-2 I
AFFLE I
(NOTE 1)
N
2/3 VOLLIME 1/3 VOLUME
IN PUMP 6' MIN BEDDINC
()F YELM REQ. VARIES
15CO GAL
3000 GAL
4500 GAL
D -1 2 50'
72 _
72"
43'
S5"
55"
D -3 2 50°
E2"
fit"
V -1 400 GAL
1 600 GAL
DWN.
V -2 1100 GAL
1 2400 CAL
JY
NOTES:
1. DELETE BAFFLE FOR A 3000 GALLON TANK UTILIZED
AS A TRIPLEX PUMP VAULT.
2. THE OWNER WILL REVIEW TOLERANCES IN EXCESS OF
DIMENSIONS SHOWN.
3. THE TRIPLEX PUMP VAULT REQUIRES TWO VAULTS
AND TWO COMPLETE RISERS. ONE VAULT CONTAINS
FLOATS AND ONE PUMP. -HE SECOND VAULT
CONTAINS TWD PUMPS.
4. 4500 GALLON TANKS OR LARCER SHALL HAVE
THREE RISERS AND LIDS.
ON ALL TANKS LARGER THAN 1500 GALLONS
TI-E LENGTH OF THE DOM TURNED INLET PIPE
WA_L BE DETERMINED BY THE YELM SEWER DEPT.
CITY OF YELM
WRE SIZE
DEPT. OF PUBLIC WORKS
1 X00, 30001 4500
GALLON
STEP TANK /PUMP
TANK
�JYED
t
DW6. NO.
6w
&'
7 -11
PUBUC WORKS DIRECTOR DATE
LOW LEVEL ALARM
DES.
DWN.
CKD.
DATE
JY
JEG
TP
4/2007
TABLE FOR FEEDER WIRE RUN
WRE SIZE
MAXIMUM DISTANCE
012 AWG COPPER
150 FEET
#10 AWG COPPER
250 FEET
#8 AING COPPER
350 FEET
(SEE SPECIFICATIONS FOR ADDITIONAL INFORMAMM).
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TO SILENCE ALARM
PUSH UGHT.
,.� FOR SERVP.Z CAIl
360- 458 -8411
CITY OF YEW
so
I CE PANEL
NO I E;
PANEL SIZE MAY VARY
DEPENDING ON MANUFACURER
DECAL - SEE
SPECIFICATIONS
BOLD 18PT.
LETTERING
`--PADLOCK WITH COMMON KEY
FURNISHED BY T14E CITY
OF YELL
ALARM LIGHT AND
SILENCE BUTTON
VC. 8 -#12
TO STEP TANK - SIMPLEX
1`2 "C, 13-#12
TO STEP TANK - DUPLEX
1.2"C,1 7-#12
TO STEP TANK - TRIPLEX
CITY OF YELM
DEPT. OF PUBLIC WORKS
YPICAL PUMP
CONTROL PANEL
APPR� DWG. N0,
PUBLIC WORKS DIRECTOR DATE
7 - 65%
DES. DWN. CKD. DATE
JY JEG 1P 4/2007'
FINISHED GRADE
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30 00 RISER
co
ALARM HW LEVEL -
w
LAG
LAG ON /OFF (4.5" DRAWDOVMN ON TO OFF)
LEAD ON /OFF
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CITY OF YELM
DEPT. OF PUBLIC WORKS
FLOAT SETTING VAULT
DIMENSIONS FOR A
DUPLEX PUMP VAULT
APPRO DWG. NO.
PUBLIC WORKS DIRECTOR —
7 DATE 14
DES. OWN. CKID. DATE
,,Y JEG TP 4/2007
EDGE OF 2' WATER TIGHT
HOUSE CAP TYPICAL IN PROTECTED AREAS
NON - PROTECTED AREAS (LAWNS. ETC.)
2' -O' TAIL REQUIRE SERVICE BOXES (CARSON OR RICH)
ABOVE n
GROUND EXISTING GROUND
14 GA. COPPER TONING MITRE
STANDPIPE WRAP ONCE AROUND CLEANOUT
NEW 4" PVC SEWER
PVC C.O. LINE (TYP) (3034)
DOUBLE 27L SLOPE TO TANK
SWEEPING TEE T
mm
HCUSE
FERNCO COUPLING OR
APPROVEC EQUAL
FERVCO COUPLING OR
APPROVED EQUAL
TOP OF STEP TANK
INLET BAFFLE
CITY OF YELM
DEP -. OF PUBLIC WORKS
TYPICAL
CONNECTION
�-� DWG. Na
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JY JEG TP 4/200/
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DEPT. OF PUBLIC WORKS ,j
H
TYPICAL O
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7_7
PIIRLIC WORKS OIR =CTOR DATE
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NATIVE OR SELECT
BACKFILL AS
DRECTED BY
ENGINEER.
NOTE:
INS -ALL TANKS AS PER DETAIL OR
MANUFACTURER'S RECOMMENDATION
'AHICl -AVER IS MORE STRINGENT.
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MANUFACTURER'S RECOMMENDATION
'AHICl -AVER IS MORE STRINGENT.
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REDI11hG MATERIAL FOR
RIND PIPE SHALL BE SAND
CI TY OF YELM
DEPT. OF PUBLIC WORKS
CONCRETE TANK
BEDDING
APPROVED DWG. NO.
PUBLIC WORKS DIRECTOR DATE 7-17
DES. DWN. CK . ATE
JY JEG TP 4/2007
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RIND PIPE SHALL BE SAND
CI TY OF YELM
DEPT. OF PUBLIC WORKS
CONCRETE TANK
BEDDING
APPROVED DWG. NO.
PUBLIC WORKS DIRECTOR DATE 7-17
DES. DWN. CK . ATE
JY JEG TP 4/2007
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2244- X_SP.dwg
DRA NG No:
DT-01
sH Nc: 2 of 3
FIBERGLASS LID
WITH STAINLESS STEEL
BOLTS AND NEOPRENE
GASKET---N
5' MIN (TYP. )
FINISH GRADE
NAlnVr 14 GAUGE COPPER
GRI%DE TONING WIRE. 2' -0"
TAIL INTO RISER
1 "i 1 /4" ALL UDS
2' MIN .
SLQIi'E rp Na.ntE
PVC RISER,
ORENCO SYSTEMS.
INC., OR EQUAL
ORENCO TANK TO
RISER ADAPTOR
(FOR USE WITH NON - TRAFFIC BEARING TANKS)
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RISER AND LID SHALL BE 30" ON ALL SIMPLEX PUMP VAULT INSTALLATK NS.
RISER AND LID SHALL BE 30" ON ALL DUPLEX AND TRIPLEX PUMP VAULT INSTALLATIONS.
CITY OF YELM
DEPT. OF PUBLIC WORKS
TYPICAL
RISER
APPROVED DWG. NO.
PUBLIC VMRKS DIRECTOR DATE
JY I JEG I TP ! 4/2007
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CITY OF YELM GENERAL SCJ ALLIANCE
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SANITARY SEWER NOTES: GENERAL SANITARY SEWER NOTES: 1 7 N
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1. ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE WITH CITY OF YELM STANDARDS AND THE MOIST 1. THE CONTRACTOR SHALL VERIFY DIA, LENGTH, CONDITION, PIPE TYPE, SLOPE AND VERTICAL AND
CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL HORIZONTAL ALIGNMENT OF THE EXISTING ALIGNMENT OF THE PROPOSED POINT OF CONNECTION
CONSTRUCTION WSDOT APWA).
PRIOR TO CONNECTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION.
2. ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELL SHALL BE OBTAINED BY THE CONTRACTOR PRIOR 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS NECESSARY TO COMPLETE THIS WORK.
TO THE START OF CONSTRUCTION.
3. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT -OF -WAY, THE CONTRACTOR SHALL NOTIFY THE= 3. MAINTAIN 10' MINIMUM HORIZONTAL AND 1.5' MINIMUM VERTICAL SEPARATION FROM WATER MAINS.
COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS.
CITY OF YELM SEWER SPEC ADDENDUM 4. A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION• z z
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5. THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF A TAP CONNECTION TO AN 1• ALL STEP TANKS INSTALLED LARGER THAN 3000 GALLONS SHALL BE FIBERGLASS TANKS MFG. BY EITHER o 0
EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE PRESENT AT THE TIME OF THE TAP. CONTAINMENT SOLUTIONS INC. OR XERXES INC.
2. ALL FIBERGLASS STEP TANKS SHALL BE INSTALLED BY QUALIFIED INSTALLERS, FOLLOWING THE MFG.
6. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING DIRECTIONS AND SHALL BE SECURED WITH TIE -DOWN STRAPS WITH `DEAD MEN SIZING AND MATERIALS
UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE FOR DEAD MEN AND STRAPPING SHALL BE PER THE MFG. RECOMMENDATIONS. w w
UNDERGROUND LOCATE LMT AT 1- 800 -424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. a_ a_ 3. BUILDINGS SERVED BY STEP SEWER, UTILIZING ON SITE 'BACK -UP' GENERATORS FOR POWER OUTAGES Cl 0
7. SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR SOLVENT WELD MUST HAVE ELECTRICAL SERVICE INSTALLED IN SUCH A MANNER THAT THE STEP SYSTEM WILL ALSO BE 3 N N
JOINTS. SUPPLIED POWER BY THE AUXILIARY GENERATOR. W W
4. THE PUMP CONTROL PANELS FOR ALL STEP TANKS HOUSING 2 OR MORE PUMPS SHALL BE FITTED WITH
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8. ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 12" TO -18» A TRANSFER SWITCH MODEL DT 323 URK AS MFG BY CUTLER HAMMER AND A MALE PLUG, MODEL 70530 N
UNDER THE PROPOSED FINISHED SUBGRADE. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL. MBWP AS MFG BY BRYANT FOR USE WITH THE CITIES PORTABLE AUXILIARY GENERATOR.
CORE OR BACKING MARKED SEWER WHICH CAN BE DETECTED BY A STANDARD METAL DETECTOR. IN ADDITION,
STEP SYSTEMS, AND FORCE MAINS SHALL BE INSTALLED WITH A 14 GAUGE DIRECT -BURY RATED COPPER WORE 5• ALL STEP TANKS LESS THAN 3000 GALLON SHALL HAVE ONE 4° HOLE IN THE DIVIDER BAFFLE CENTERED
WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY. TAPE SHALL BE TERRA AT 20 °ABOVE THE FLOOR OF THE TANK. STEP TANKS SIZED AT 3000 GALLON SHALL HAVE ONE HOLE IN n
TAPE "D" OR APPROVED EQUAL THE TAPE AND WIRE SHAD_ BE FURNISHED BY THE CONTRACTOR. THE DIVIDER BAFFLE CENTERED AT 26 °ABOVE THE FLOOR OF THE TANK. rn
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6. ALL TRAFFIC BEARING'SERVICE BOXES SHALL BE A MODEL MSBC 1324 -12 MFG. BY MID STATES PLASTICS 0
9. ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH CONTINUOUS TRACER TAPE INSTALLED 1:2* BC SERIES. W
ABOVE THE BURIED POWER. THE MARKER SHALL BE PLASTIC NON - BIODEGRADABLE, METAL CORE BACKING z
7. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS MUST BE HOT DIPPED GALVANIZED UNISTRUT. U N o
MARKED "POWER". TAPE SHALL BE FURNISHED BY THE CONTRACTOR. W
8. ALL 'AIR RELEASE, VACUUM RELEASE AND COMBINATION AIR RELEASE /VACUUM RELEASE VALVES SHALL Z U 3
10. BEDDING OF THE SEWER MAIN AND COMPAC110N OF THE BACKFlLL MATERIAL SHALL BE REQUIRED IN BE A MODEL D -021 COMBINATION AIR VALVE 'MINI SAAR °SIZED ACCORDING TO THE MFG. W M
ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE NOTE 1). RECOMMENDATION PER PIPE SIZE. Q ir u o 0
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11. TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY THE CITY ENGINEER. TEMPORARY' 9. MINIMUM STEP TANK SIZE SHALL BE 1000 GALLONS ,..i U) _ ,.L
STREET PATCHING SHALL BE PROVIDED BY PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT 10. ALL STEP TANKS HOUSING M ° J 0 N z
CONCRETE COLD MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED. ORE THAN 1 PUMP MUST UTILIZE 2 PIPING FOR THE SERVICE LINE.
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11. THE MAXIMUM DEPTH OF BURY FOR ALL STEP TANKS SHALL BE 60" AS MEASURED FROM FINISHED GRADE J N
12. EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION TO PREVENT TO THE INVERT ELEVATION OF THE INLET PIPE TO THE TANK. N Ln m 0
INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND ROADWAYS. '� Z z o
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13. PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVACES U 0 g a
(MUTCD) AS REQUIRED. z
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14. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED PLANS ON a
CONSTRUCTION SITE AT ALL TIMES. ~
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15. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF YELM.
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16. ALL STEP MAINS SHALL BY HYDROSTATIC ALLY TESTED IN CONFORMANCE WITH THE ABOVE- REFERENCED
SPECIFICATION FOR TESTING WATER MAINS. (SEE NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL VE
PIGGED /CLEANED IN THE PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE.
17. PRIOR TO BACKFlLL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED AND APPROVED BY THE CITY OF
YELM. APPROVAL SHALL NOT RELIEVE THE CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND /OR J
FAILURES AS DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE CONTRACTOR'S U
RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE REQUIRED INSPECTIONS.
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111 PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE POSE, UNLESS OTHERWISE 00
AUTHORIZED BY THE CITY OF YELM. m
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19. IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY SHOULD REQUIRE A SEPARATE Z C
"ON -OFF" SWITCH CONTROLLING POWER TO THE PUMP, SAID SWITCH MUST BE LOCKABLE OR HAVE A LOCKING Q C!)
COVER TO HOLD AN OLYMPUS TYPE BP125, 30MM PADLOCK. L W C/)
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20. INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 24 HOUR N ENT 0 C j Z W
QU NOTICE TO THE SEWER DEPARTMENT z � � � cn
IS REQUIRED PRIOR TO THE INSPECTION. >- --I
ITEMS NEEDING INSPECTION ARE: W w
A) TANK INSTALLATION, IE,' BEDDING AND LOCATION L LJ uj
B) TANK INFILTRATION, EFILTRATION TEST Lu U
C) S.S. PRESSURE TEST
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D) SERVICE LINE PRESSURE TEST
E) FINAL INSPECTION U-1 CL
21. PUMP CONTROL PANEL AND POWER METER MUST BE MOUNTED TO W
A HOT DIPPED GALVANIZED UNI- STRUT.
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DRAWN BY:
LCS
APPROXED BY:
,EG
DATE:
12/1412015
i
2244.01
DRAWING FILE No:
2244_X SP.dwg
DRAW/ No:
DT -02
SHEET No: 3 of 3