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TYPICAL PUMP 5TATION 5TATION LAYOUT
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PUMP 5TATION IAI NT
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SUMP (SEA- ELEVATION ENCLOSURE
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TOP OA > ¢ j
8 "5Z I,E�, 182.80( KNOWN OUTOG noJb(_PoN)
CONG.F[LL _.
ELEV. L$2,60 n I START LEAP PUMA ELEV, 102, 50
LOWER PLAN 1■
b" 95 I. E• IS�J oO /"' ° ! STOP LEND . LACi PUMIPS rLE.V. ISI. SO LANPNOLEA COVER NEQUAL
%HDWN WT OF PROJ E.G710N) TO OLYMPIC N. FOUNDRY
CO. N0. 5931
a. 2'-6" hEE PLAM SNLE -( C-S
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v
a _.... y.. ,. PROVIPE_ 6LOCICIN r
COHL,FILL PUMP LOHTRPL. FLOATS - - BECTIQN 12 -4 PIPE A$ REQUIRED,
C CONCRETE 12' LONG �' C 3 GRAVEL SECTION b:-A PL G OR [APTATTENOT PER SEVER PIPE yy
NO SCALE
0 ° V
PUMP 5TATION IAI NT
NO SCALE - SEVER PIPE BEND TO FIT
a "FF.
RIVATEL.Y MA/NTIII vE E FOROt MAIN CLEAN OUT DEMAIL E °
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SPECIFICATIONS FOR LIFT STATIONS
cn
(j Lu z
A. GENERAL
' C. PIPE AND FITTINGS
I 1.
ALL WORK AND SERVICES SHALL BE PERFORMED IN ACCORDANCE
1.
PIPE FOR SEWAGE TO BE DUCTILE IRON, ANSI A 21.51, CLASS
uj
WITH THE PLANS, SPECIAL PROVIFIONS, APPLICABLE LOCAL,
> `
53 CEMENT LINED.
STATE, AND NATIONAL CODES, AND STANDARD SPECIFICATIONS
2.
FITTINGS TO BE DUCTILE IRON, FLANGED, FLAT-FACED,
O
FOR MUNICIPAL PUBLIC WORKS .CONSTRUCTION, 1981 EDITION
W
CEMENT LINED, ANSI A 21.10.
(APWA). _
3.
FLEXIBLE COUPLING - DRESSER STYLE 38 OR STYLE 127.
2.
CONTRACTOR SHALL ACQUIRE AND PAY FOR ALL SPECIALTY.
4.
STEEL PIPE TO BE ANSI B125.2, SCHEDULE 40.
PERMITS SUCH AS ELECTRICAL, PLUMBING, TRANSPORTATION,
-
BURNING AND OTHER PERMITS OF A: TEMPORARY NATURE
D. ELECTRICAL
RELATING TO THE CONSTRUCTION OF THE PROJECT. -
3.
SUBMIT TO ENGINEER FOR ALL METAL FABRICATIONS, PRECAST
1.
PERMITS, LICENSES, APPROVALS AND OTHER ARRANGEMENTS FOR
CONCRETE ELEMENTS AND MECHANICAL /ELECTRICAL EQUIPMENT,
WORK SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR
SIX COPIES OF SHOP DRAWINGS OR MANUFACTURER'S
LITERATURE INDICATING NAME OF MANUFACTURER, MATERIALS
2.
AND INCLUDED IN THE BID PRICE.
ELECTRICAL WORK SHALL BE EXECUTED IN STRICT ACCORDANCE
OF CONSTRUCTION, FABRICATION DETAILS, DIMENSIONS,
WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE
-
WEIGHTS, PERFORMANCE DATA, SPECIFICATIONS, ELECTRICAL
AND LOCAL GRnTNANCES AND REGULATIONS.
j
WIRING DIAGRAM S AND .OTHER DATA AS REQUIRED BY THE
i 3.
ALL ELECTRICAL EQUIPMENT, NT MATERIALS C ONSTRUCTION
ENGINEER. -
METHODS, TESTS AND DEFINITIONS SHALL BE IN STRICT
4.
SUBMIT TO ENGINEER PRIOR TO START -UP SIX COPIES OF
CONFORMITY WITH THE ESTABLISHED STANDAR^S OF THE
OPERATION AND MAINTENANCE INSTRUCTIONS ON ALL
UNDERWRITERS LABORATORIES, INC. (UL) AND /OR NATIONAL
MECHANICAL /ELECTRICAL EQUIPMENT.
ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA).
- 5.
AT COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL CONDUCT
-4.
ALL EQUIPMENT SHALL BE LISTED AS APPROVED FOR THE
A PERFORMANCE TEST OF THE FACILITIES CONSISTING OF
APPLICATION IN WHICH IT IS BEING USED.
INDIVIDUAL TEST AND CHECKS MADE ON EQUIPMENTS INTENDED
5.
THE CONTRACTOR SHALL REFER TO THE DRAWINGS, PROJECT
TO PROVIDE PROOF OF PERFORMANCE OF UNITS AND PROPER _
DATA AND SHOP DRAWINGS OF OTHER TRADES FOR ADDITIONAL
OPERATION OF UNIT CONTROLS TOGETHER. WITH SUCH .NECESSARY
DETAILS WHICH AFFECT THE PROPER INSTALLATION OF THE
TESTS TO ASSURE PROPER ALIGNMENT,.. SIZE, CONDITION,
-
WORK. DIAGRAMS AND SYMBOLS SHOWING ELECTRICAL
CAPABILITY, STRENGTH, PROPER ADJUSTMENT, LUBRICATION,
CONNECTIONS ARE DIAGRAMMATIC ONLY, AND DO NOT
.PRESSURE, HYDRAULIC TEST, LEAKAGE TESTS AND ALL OTHER
- -- -
- .NECESSARILY SHOW THE EXACT PHYSICAL ARRANGEMENT OF THE
CHECKS DEEMED NECESSARY BY THE .ENGINEER TO DETERMINE
EQUIPMENT.
THAT ALL MATERIALS AND EQUIPMENT ARE SPECIFIED QUALITY,
6.
ALL CONDUIT SHALL BE HOT DIPPED GALVANIZED RIGID STEEL.
PROPERLY SITUATED, ANCHORED AND IN ALL RESPECTS READY
7.
FLEXIBLE CONDUIT SHALL BE LIQUIDTIGHT INTERLOCKING HOT
FOR USE. AFTER. TESTING, CONTRACTOR SHALL STARTUP THE
DIPPED GALVANIZED STEEL. -
j
FACILITY WHICH SHALL CONSIST OF .TESTING BY..A. SIMULATED
8.
PROVIDE COPPER CONDUCTORS UNLESS OTHERWISE INDICATED.
jOPERATION
ALL OPERATIONAL EQUIPMENT AND CONTROLS. THE
MINIMUM CONDUCTOR SIZE SHALL BE NO. 12 AWG UNLESS
PURPOSE OF THESE TEST SHALL BE TO CHECK THAT ALL
OTHERWISE INDICATED. CONDUCTORS NO. 10 AWG AND SMALLER
EQUIPMENT WILL FUNCTION UNDER OPERATING CONDITIONS,
SHALL BE SOLID, INSULATED WITH TW OR THW INSULATION.
THAT ALL INTERLOCKING CONTROLS AND SEQUENCES ARE
!
UTILIZE IDEAL INDUSTRIES "WING NUT" OR 3M COMPANY
PROPERLY SET AND THAT THE FACILITY WILL FUNCTION AS AN
"SCOTCHLOCK" PREINSULATED CONNECTORS FOR SPLICES AND
OPERATING UNIT -- FACTORY REPRESENTATIVES OF ALL MAJOR
TAPS IN CONDUCTORS NO. 10 AWG AND SMALLER. FOR NO. 8
UNITS 'WILL BE :PRESENT FOR THE .TESTING: AND STARTUP. THE
AWG AND LARGER CONDUCTORS, UTILIZE T &B COMPRESSION
j
TEST SHALL CONTINUE UNTIL IT IS. DEMONSTRATED THAT ALL
.CONNECTORS. COMPRESS USING RECOMMENDED DIE AND TOOLS.
DISFUNCTION OF CONTROLS AND MACHINERY ARE CORRECTED.
-
- - :- - - - -- - - - -- - - - -- - -- -
6.
- THE . PUMP STATION WET WELL IS CLASSIFIED AS AN EXPLOSIVE
-_
ENVIRONMENT. ALL MECHANICAL /ELECTRICAL EQUIPMENT. AND
CONSTRUCTION IN THE WET WELL SHALL MEET THE REQUIRE-
E. PAINTING
MENTSOF THE NATIONAL ELECTRICAL CODE FOR CLASS 1,
DIVISION 1, GROUP D AREAS. -
1.
PAINT ALL FERROUS METAL AND CONCRETE INSIDE OF WETWELL
7.
-
CONCRETE IN BOTTOM FILLETS AND SLAB TO BE v` SACK
WITH TWO COATS OF KOPPERS SUPER SERVICE BLACK 24 MIL
TOTAL "DRY" FILM THICKNESS PER MANUFACTURERS
(3000 P.S.I. MIN.). MIX CONCRETE. INTERIOR TO BE STEEL
INSTRUCTIONS.
,.
'
TROWEL FINISH AND SHAPED ON CONSTANT GRADE TOWARDS SUMP
2.
PAINT ALL NON - GALVANIZED FERROUS METAL OUTSIDE OF WET -
,
'
: AS SHOWN.
WELL WITH TWO COATS OF KOPPERS 600 ACRYLIC EMULSION, 3 -�
B. PUMP AND CONTROLS
MIL TOTAL FILM THICKNESS PER MANUFACTURERS -
INSTRUCTIONS. -
3.
DAMPROOF EXTERIOR CONCRETE BELOW GRADE WITH TWO COATS
1.
THE COMPLETE WET WELL MOUNTED SEWAGE PUMPSTATION
KOPPERS SUPER SERVICE BLACK 24 MIL TOTAL "DRY" FILM:
INCLUDING BUT NOT LIMITED TO PUMPS, CONTROLS,
AND ENCLOSURE. SHALL BE FURNISHED BY A. SINGLE
THICKNESS PER MANUFACTURERS INSTRUCTIONS.
MANUFACTURER.: SYSTEM SHALL BE SMITH. AND .LOVELESS
F. TELEPHONE
'(S &L), :WET WELL MOUNTED SEWAGE PUMP' LIFT STATION. -
.SERVICE
MODELS WITH 4B2B PUMPS.: STATION TO.BE:FURNISHED IN
1.
INSTALL 1" CONDUIT WITH PULL WIRE FOR FUTURE TELEPHONE. -
II
ACCORDANCE WITH STANDARD S&L SPECIFICATIONS FOR
RUN CONDUIT TO BUILDING "G11 FROM PUMP STATION B AND
STATIONS OF THIS TYPE WHICH ARE ON FILE AT THE
•
BUILDING "D" FROM PUMP STATION A OR AS REQUIRED BY
r
BELLEVUE- OFFICE OF DAVID EVANS AND ASSOCIATES, AND AS
MODIFIED HEREIN. _ -__
FIELD CONDITION.
�1 \ 2.
_
EACH PUMP IN LIFT STATION A SHALL HAVE A CAPACITY OF
150 GPMAGAINST A TOTAL HEAD OF 32 FEET. MINIMUM
/ - -
-
HORSEPOWER SHALL BE 3 AND MAXIMUM SPEED SHALL BE 1170
RPM MANUFACTURER SHALL BE S &L OR EQUAL.
3'
EACH PUMP IN LIFT STATION BSHALL HAVE A CAPACITY OF
_
150 GPM AGAINST A -TOTAL HEAD. OF 76 FEET MINIMUM
HORSEPOWER SHALL BE 7 1/2 AND MAXIMUM SPEED SHALL BE
I.
-1760: RPM.. MANUFACTURER SHALL BE S &L. NO SUBSTITUTION',
ALLOWED..
4.
PUMPS AND VALVES. SHALL BE MOUNTED ABOVE GRADE: '(NOT IN
WETWELL).
,I 5.
ELECTRICAL CONTROLS SHALL BE S &L STANDARD EXCEPT
STATION SHALL BE FURNISHED. WITH OPTIONAL' HIGH WATER
FLOAT OPERATED ALARM WITH EXTERNAL MOUNTED ALARM
HORN /LIGHT. _
FROM f5UILDIHCj COHTKOL PANEL
I�2IIG14#Z,240V, 30
I
� IcOA
MAIN SERVICE
QISCONN EGT
I N
61
+ -HEM6. 3R ELE(,TRlrAL
CNCLOiURE
141G-4'�4-
i
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ZTEEL CIKOUHI, por..)
--- - -- - -- SANITARY SEWERS TO ,BE
PRIVATELY MA11VTAI/VED
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PUFIP co HTROL PANEL m
FURNISHEP gY Pump
- Hl,NuAL TRANSFER suPPUER
- REGEP, FOR FOKTAgLE cTEINEKATVrc
GEHI R,WoR To MATGIi EXIST, CITY OF
RENTON Po2T.A5LE GEH ERATU R, SET,
MOUNT OH ELEOTKICAL FHcotvGLIF.FAft
NOTE: RALk MOUHT ELECTRICAL ENGLOZURE-
AnJACENT LIFT STATION J //j
W =
J L
c �
w m
N _ O
g
o Y
l- rI ETALLIG FO(ZGEI'IAIN
ELEGTRl(,AL ONE LINE W\6RAM
Ho SCALE
�
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6 7 8 9 10 11 12 13 14 15 16 17 18 19
- - -
-
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G
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222. 90
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PARK/N6 LOT ACCESS To PUMP
% STATIONS SHALL 36 STRIPE /,)
/ ! ! AIVD 11,49leElD FOR NO PARKING
Ti) ALLOk/ 4CG,E55 6Y�
MA /NTENANGE CREW 7YP,)
t\t BOTH PUMP STA7 /ON LOG�l7 /ONS SANITARY SEWERS TO BE �- �- �i � 3 �� Q) r o �
,
PRI✓.4TELYMA /VTA/NED.
CON 57EP5 SEE u
ARCHITECTS PLAN +;'s2 R1�
LEGEND CONC. PAD AROUNp Uv
o
'
5 4 - SPUMP A RSCTAHTIOE NC%✓"
N/TARY SEF/E4 „ /0" CON. s /oEVA[.�
II
°-° SES✓ER /HA1.v PLAN CONC. RETAIIi 5EiWOGI VNLYW
-`.•'�
_P0_ SEWS? MANHOLE 155MHJ :VALL SEE ARCH /TECTS PUMP57A.A 5 �!� I� !
Co- CLEaNOUTi! Q PLAN + ® „!;
SERV,`CE L /NE eyld.,r I- - -I
- -- FORCE. MA IN (,-117) 21TN/L/1 GRAVEL I I ku 7 ty
PUMP 574T /oN SU ?PAGNCr C4.'73-.
(� W
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AROUND PUMP S74.:4”
SEC TION 4 -A
a SECTION I3 -I3
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COUPESNC -� e' 411PIJMP`�UCTION RI.) Z
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PLANS PRECAST MHlwl \� ? ~
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TR
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ELEV f67,00
L �� T - mgr,•• R
SELTION4L FLpa"nwu moss sEcriory 9�0 L AYf M 4 0-418 5A
PRECAST HH¢ BASE. ' • 1 ! 8-
TYPICAL PUMP STATION 6TATION LAYOUT ion E.KaASKEF Q I uj
NO:.SLAL.E ELCV 158:80 START LAG Fuhp 1 Ell
. '. '., .. ..
kr H W ALA>ZM
ELE=K 151.80 5-TART LEQD_.
(TOP Or C&C PUMP': C9HOWN OUT OF PROjfcj ION
ELF..V, Irs'n.80 STOP LEATJ - 1'0R CLARi7j')
100'UTUrN PFIJP i'uMPS I n
I1 f,TYP) a Lea
+ _ (nII FL'(a YJ XPES?E -EL PIPE
a J r
LDN rJU IT FKONI f5LIJ41, -� 7R C.LR ON SECTION G-C ��
n
LL SIT�`J
I - "l I 11_hl1 SQ Xlo11JE,E.P cONC,PAio
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/ \� - - -- - W /lOuLARM 1 - LALLF0 OUT P,s,
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1
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& Wr(.H / NOK
(n veNj • ;�` - PUMP sTA, 64,5E(PUMP5 NOT
SHOWN FOR- 4LARITy) P. g4i.J!' iL
<NORTH TOP Mimi TOP GJIJG, ELEV. IlGi / \ a w
NOTE: SEE P4).1131FOR o
u FOR FEATURE5 NoT ' --
4 FM - CALLEIJOU7 P, S,1Q. na II 1 .f -PALKWf NON'SHRINK �L
6 41 PVC, FLOAT 6UIpr5 4' ° GKOuT (TYPICAL) \ \ LOYER t,`.FRAME. i
- i n 4 FM IE= 1.90,00 o � w
ALUM, L- 31.931x%1 SUPPO RT FOR. jn(z K54I a). PuMP suoTloN P, PLaTAui
FLEX CONN. LLWIP PIPS TO 6UPPORTS 005
HATE h '
a
Iz114p PRuCAST COH(., MD.HKOLE , n C
- -
' D 411 IJ,I, PUMP Su &TioN' _._ -_ '-7EGV PJ 6 ' �- / 1 1
/ u 1 STATION PWK LoNtJUIT
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A A MN t F,t\SE 4N D, 1,TUMPSUCTION i I
(r�ELTION FS-P.> )
• L. -. =_ /__ v I I "c - I I I tit r'
44 PH ELELTRILAL
Su MP (SEES E1- E.YATION
_.. FOR CaNL, FILL) °' - W /ALARMS I I I to Q Q
II f . CONDUIT FROh FbLQ4, I � i v 0
i n E
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a 1 o q LOWIMPLAN TOP PLAN 4 0-
(0' FLEX - I 1 b 41 PVC FLOAT CGUII�S
Cni1VEtJT� 8 NN 1511 WIGEI.ADl7ER 1 1 a (2 REQ p) e
A I i - PUMP STATION 13
r 7- ( ,.._ START LAO, - -PUMP HW- L,LP`izl'I -ELEV, 183,50 NO SCALE 3 r!
W
> QI
1 6 8"55 I-F, 162,80(29OWN OUTdPPKOJ" ION ) £I I
ToP OP CONC.. L 'JPIL - - - T ! o f
uu.. 1$2.50 ,a I START LEAS PUMP ELEV. IWL 50
LOWER PLAN jy tO
,O0 /N n �_ STOP LEAb r+ LACT PUPIPS ELEV. ISI, SO LA PHOLERCOVERNEQUAL
=7HOWN OUT OF PROD ELTIONj _ TO aNO. 53 rouxopv
CO. xo. 593,
.a ° i 6 T -5
.. • - .. " sQ RE PLAN SHE.er
�p �iEE G
PAVEMENT FOR LOCATION. J
15LOcK1r q
LANE, FILL-/ NO LONTROL FLOATS - SECTION IP'O PIPE AS 9FQUIRElP,
SECTION. A.-A CONCRETE ,E" EL W
APPROVED VpTERTIGNT PEA GRAVEL Y
PLUG OR CAP AT END I- SEVER PIPE
PUMP STATION Ibl NO SCALE &INN. - E NO SCALE SEVERFNto Elr AA11T 1RY SEWERS. 70,✓5 4•!RP -
RIVATELY MANTA / /VED _ FORCE MAIN CLEAN OUT IDE7 AIL_
NOSGdLE• ® o of
a
ff -
SPECIFICATIONS FOR LIFT STATIONS
A. GENERAL
1.
2
3
C. PIPE AND FITTINGS
1. PIPE FOR SEWAGE TO BE DUCTILE IRON, ANSI A 21.51, CLASS
53 CEMENT LINED,.
2. FITTINGS TO BE. DUCTILE IRON, FLANGED, FIAT FACED,
CEMENT LINED, ANSI A Z1.10. 7
3. FLEXIBLE - ".COUPLING - DRESSER STYLE 38 OR STYLE 127.
4. STEEL PIPE TO BE ANSI B125.2, SCHEDULE 40.
D. ELECTRICAL
1.
2.
3.
!>- m w
uj —j
LU
'03
IND, Or THE
4.
SU,&x TO START -UP SIX COPIES OF
P��To, _ ,
ON ALL
, *"91*41,11
w
OR�gT ORE�`, �AND AW
ELkC
5.
AT !C )R SHALL CONDUCT
CON,
A SISTiNG-OF
4,
THE
Q.
IND INTENDED
PROVIDE
5.
THE CONTSPACTAR T REFER TO NGS PROJECT
Aj A DO PT'l 0 NA L
ic
T :PROQF
TESTS, TO;, gif
CA ON,
1701
CO ION wx-
"-o
NT OF THE
THAT ALL-4 F j5�'itTAUTY,
-E
6.
EQVT
ALT. pr,�HE STEEL.
d
PROPERLY
FOR USE AFTER' jP{3SP3liGs, CO,NTf2ACTOR EHAiiL STARTUP THE
7.
FLBKL�,CQ,'NAT4x.T-,z�'$,. HOT
'Ip
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Jv 'ED.
,IB
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'THESE
MIN ,N Or
ON
F
PURPOSE OF TEST, SHAD BE TO XwZim'
ALL
'W z
rlcc�cwl
w
PROPERLY SRT AND THAT THE VI AS AN
S OF ALL XAJCR
UNITS WILL THE
TAPS IN
AW, Am
C—ON-T—INU 1011
TE: ffl THAT AM
D FMC MA wom eF I�ORRECTED.
IS TION, 6k;, 46 AND C
TOOLS.: LS.
6.
TIM' PUMP-, STATION' AS* EXPLOSIVE
ENVSIYONMENT AkL git-,ELK a AM
_ WET,,-� _ L'
TO THE L., S11
Co *MT
MENTS:'-i)F THE NATIONAL ELECTRICAL CODE FOR CLASS 1,
DIVISION l: J, GROUP : AREAS..
E. PAINTING
1. PAIMT ALL FERROUS lWrkt, CONCRETE INSIDE OF MW kLL
Mg BLACK
7,
CONCRETE IN BOTTOM Ftimzts AND TOP -SLAB TO BE 6 SACK.
IIITS OF YontRoi-ismt -E 24 NIL
WITJT�;TWO CO. ,
I
TOTAL. nav, FILM Tk*kiigs
(Stoo - p. S - I. M=.) MtX'C6NCRETE. INTERIOR TO BE STEEL
TROWEL FINISH AND SHAPED ON CONSTANT GRADE TOWARDS SUMP
2.
P - MK ' )US1,MKI TSID I K OF WET
AS SHOWN.
WELL WTTfi TWO COAT'S OF, KbP.PERS- ISOO Adttprd Em=ION, 3
-
.MIL TOTAL FILM IS PER MANUFACTURERS
B. PUMP AND CONTROLS
PUMPSTATION
3.
DAidwor E)alERIOR CONCRETE BELOW GRADE WITH TWO COATS
1.
THE COMPLETE -WET -WELV Moum ;WAGE
INC _nUTED 'in S MOTORS, CONTROLS,
XG BUT'
LUDi
AND lkaosuRi -SHA PURNI-- -�MD` By �A ' SINGLE
KOO ERB SUPER SERVICE L BtACk 24L NIL T-1
�,TAL "DRY" FILM
CTbkERg .1 TRg&±jONS.
THICkkkSS PHRrMANUFA Ks
MANUFACTURER- SYSTEM- SHALL-, BY, SKE41 AND LOVELESS
(S &L) - L WET' SEWN 4 Ll T X I -
ON.
F. TELEPHONE SERVICE
Z4067 k R 33E FURNISHED. ZN
1.
INSTALL 10 CONDUIT WITH, PULL WIRE FOR FUTURE TELEPHONE.
A NS FOR
STATIONS THIS
RUN CONDUIT TO BUILDING -GO' FROM, PUMP STATION� E AND
I'D"
Cc >
qF
BEI14VUE.1pFqCg OF -EVANS AND ASSOCIATES, AND AS
BUILDING FROM PUMP STATION A OR AS REQUIRED BY
FIELD CONDITION.
2.
EACH P.D", IN -LIFT STATION A SHALL HAVE A CAPACITY OF
.:I- ]A J I WFA OF 3-2 FEET. MINIMUM
iso QPff,'AGAINST TOTAL
HOR L S I EP I OWE I R , SHALL L T.T. BE" 3- AND SHALL BE 1170
SHALL BE S &L OR EQUAL.
OR
3
RPM:
ON -' B SH9,LLl HAOE: A -,CAPACITY OF
EACH PUMPj*. LIFT STATf
a
--
150 GP)k -�AGAiNST: A TOTAL HEAD I OF 76 FEET. MINIMUM
HORSEPOWER SHALL I 7 1/2 AMLMAXIKUM' SPEED SMALL BE
FIZOM bUILDIN14i CDHTKOL PNNEJ- +
I lk, C, 442,24 0 V, `5 0
F
1760 RPM. SHALL BE S&L. NO SUBSTITUTION
11 -Az
4.
ALZOWED.
PUMPS AND VALVES SHALL BE MOUNTED ABOVE GRADE (NOT IN
WETWELL).
5.
ELECTRICAL C014TROLS SHALT BE S&L STANDARD EXCEPT
STATION SHALL BE FURNISHED WITH OPTIONAL HIGH WATER
FIA)AT OPERATED ALARM WITH EXTERbIAL XGUNTED ALARM
LOA.
flOA
i
HOPUN/LIGHT.
Zvi
MAIN lrKvI&'-
IN
HEMd5l'bF ZLF(,TKICkL
CNGLphURE
PUMP CONTROL. PANEL
L
ruwiSHzp (!>Y Fut-ir
95-F?. FOR FORTADLE ejfHrKl17O?,
rjfLll F-F.AJOR- TO M&TCti FXJST, CITY Or
MOUNT ON ELEcT?�,UL- EN6196LIKE,
NOTE: FAce, MOUNT EI56JK!CAL EH&I-49ZugF-
Ar)Jb,CF-HT OFT yT6,TIOH
-0
C-ITEFL 6,KOUND RDo
T:l
Mt7hLLIC Fi996,11-Mb-114
EL•CTRICAL ONE LINE 011\6KAM
NO SCALE
Fs—ArlR,'5lxl,l,l
F-
,-R,lV47---LY 1-7.41NTA1JV--D
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL Z
TAKE FRECEDENCE OVER ALL OTHER PLANS. Q
9. A COPY COF ONSTRUCTION IS IN PROGRESS.
THESE APPROVED PLANS MUST BE ON THE 10B SITE WHERE EVER
CONSTRUC 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED CL
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, cc
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 ) W.
SANITARY SEWER NOTES AND SPECIFICATIONS DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL INCH ABOVE FINISHED GRADE, IN PAVED AREA, OVER MUST SLOPE IN ALL
L ALL WORK MATERL+IS SHALL HE IN CONFORMANCE WITH THE STANDARDS AND SURVEYOR.
DIRECTIONS TO MATCH PAVING.
SPECIP,- ATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST i PW�
EDITION Jr- THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 1?. BACKFILL SHALL BI's PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH r VJ -
A LOOSE AVERAGU DEPTH OF 6 INCHES, THOROUGHLY TAMPING EACH LAYER TO / �_�`� �� �✓
2 THE HOURS OF WORK IN THE STREET RIGHT -0F -WAY SHALL BE LIMITED TO 330 A.M. 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR I � a . .
'ID 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. " � W
DEPARTMENT OF PUBLIC WORKS AT 255 -2620. ALL STREET CLOSURES, PARTIAL OR MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
FULL, SHALT, BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN
ADVANM THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE 11 OPEN CUT ROUND CROSSINGS FOR UTHITY TRENCHES ON EXISTING TRAVELED !_ y Z '
NOTIFIED 24 HOG "S IN ADVANCE. - ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY j
COMPACTED. CL"TS INTO THE EXISTING ASPHALT SHALL BE NF
ATLINE CUT WITH
3. : ' CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'ST DARD SPECIFICATIONS' SAW IN A CONTINUOUS LINE A TEMPORARY MUC PATCH MUST BE PLACED 0.
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPAR$1 BY WASHINGTON STATE IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH �� O ��. p r w
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LA EDITION (APWA) AND SHALL BE PLACED WITHIN 10 DAYS RAID SHALL BE PER CITY OF RENTON CURRENT
CITY OF RENTON STANDARD SPECIFICATIONS. STANDARDS.
SCALE: P-20' i
4. ALL i�DCA71ONS OFEXLSTTNG UTILITIES SHOWNAREAPPROXIMATE AND IT SHALL BE 13. DATUM SHALL BE CITY OF RENTON, U.S.0 AND GS � � iii LL
THECONTRA[ TORSRESPONSIBILTFYTO VERIFY THETRUEAND CORRECT LOCATION 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE ? L I (' ®:�
SO AS TO AVOID DAMAGE OR DISTURBANCE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF
S. A PRECONSTRUCTTON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
PRIOR To STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS 15, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPER„Y PREPARED ` �\
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO STARTING FOUNDATION IN ACCORDANCE WITH SECTION 7 -02. 1 OF THE CURRENT STATE OF 1 i I j
CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. TYP. C/INOPY/ CARA(aF
THECur OFP.ENTON). ITSHALLBE7OUCONTRACTORS RESPONSIBILITY TO NOTIFY THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP
THE UTILITY DEPARTMENT 24 HOURS [N ADVANCE OF BACKFILL[NG ALL OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF r ice, ev cl
CONSTRUCTION.
REQUIRED BEDDING MATERIALTO UNIFORM GRADE SO THAT THE ENTIRE LENGTH `` �,t rrr
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE � , r� ,Poi � . ,,{4 .' �� ca
OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE BEDDING SHALL BE PEA GRAVEL 6' ABOVE AND BELOW THE PIPE. (� ,/' ew z W
OONSTRUC71ON SITE. -- �-' Y
�..` `....�^ ✓ .... of W IN
7. IT SHALL BE THE HE RESPONSIBILITY OF 1 HE CONTRACTOR TO OBTAIN STREET USE AND / \ >c
ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION,
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