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NOTE:
APPROVED FOR
51TE PLAN ONLY
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D.E. # 4rr,
Project No.: 8807
Contents:
OVERALL SrfE PLAN
Date: 7-17-1989
Drawn by
Revised:
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5 sheets
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/ REOECFR. DEFLECT P/PE SEE 304 �•'SL P .SONS FOR
✓O/NTS AS NECESSARY DETA/GS WAW EX♦ T/NG
SEE BOf^•Sr PCANS TO CONNECT �� - 43/ - Ce' 432- \CONNECT EX/ST B'b O.L >.JPgViNS ANO LURBS
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... . SNT. 3 I • y I I _. �AN� I_
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1n90'ELDDIv-� I'LM104
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Co. No. x METtIL DOA oR POUA1.
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AUBURN WASHINGTON
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VERTICAL BEND
ID
t r KOCR Tor DETERMINED Br rat[ CpNTRACTO
reBE ar TE FOR rat WNNTIM AND rREBswu Islas.r1BLDCINB TO B[ "MOST u MNRBED MATERIAL
L ma m a RaWIR[e nRues see Nor area.,. BY
BttTs M Answers ST..".
'Y' BRANCH
NOTILS
I. ISLOC 14**W 6HALLk COWL OR e.0 W. MLE IOA*LO ON 216 PSI
LEK TNA14 aNa tULr OFUrALDYfH _TErr~""go-
rru5 er AUD m,.ewmlw Au.vr wAan_
FITri346
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T
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. Lo TE*Tdb TO CONFIRM HIGIELL
*OIL SiAR11dG GFMIO GH.
pTY OF
AUBURN WASHING TON
CDA/CRETE THaCUST t?LOCK/NG SCHEDULE
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_
PIPE
Coo.
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AS DI96C.1'LD M CITY
CITY Of
PIPE
AUBURN WASHINGTON
ll-
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WIDTH)
ry,,E: L COA/C.PETE E'
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CG1TlTLED ON NYORANT, iF HYDRANT is
B9 /FlNtsN pl veMENT
CIZ 6GT DEHINO *IDlWALK 01C lLSlWNERE (/
5J (AWWA'G'40O-ll)
�CuRS t CurtGR
x0 ML RASTIG SNECTIN6
ovFJt GRAVEL-
_ i4" D.L.MrG
CAST IRON VALES O
&'RLSILIANT
WSTOLIS riAT! VALVIE
UST I11:01A TGC
MCH.JT (9� �Z-Y4! aleeL rt-
6SiNACKLE ROOS(!a) FLAN6! JOINT
. kl,.' CONC. RN-oCK
I�'vv46ME0 rjRAVeL MIeCNWKJ.L JOINT
NOTI=5:
1)YNIeRL NO CNR644NTIZR13IN6TALLC9,FIRG NYOvi appii
[fE L 150(I1A RELATION TO *TR CZNTCR LIME) AS CITY OF
INDIcA eO ON TNG ORAWIM6.S.
91NLIOE C%T L;MrTs 41,1113IA`sreel1114 FIRlP TTDGTN..44 AUBURN WASHINGT NN
HYDRANTY., TD NAVE 2-2.1k'N.wT 1106E PiCali-44x"N.S.T
ruMP'ER PORT. ("ornONAL fmlimaiRO THREAD)
Es)MAE, - -Ludfl Maee rsE ui W RAGE OF veopa LLC atOpy
WITH rmi Oat ArwwR 4L OF l3TILITY CNAM!!R( WATCR
OI .tl,1DM *UMMVI%4E.
S !(N AM0.. HYDRANT SETT/NG
N.T
wits
Kw.1l1A la a Nnalru.tad An NardeY+e .Nth
AALITO M1ar ulWaa e11W.IN Ww, M pone, w
rated h iM StatlTd SpaG}batlqu
XVMWda hadWtawt ssdiM Mae have Y
yNrw cbaranoe. Stapes in .aria tool Imp..
{•mYYrr O.ranaa Ma Started Tien
w1.paBmi.po. M*•...le Dourest•
Al pahfare.d BOB* N pse. .«wat. MOO as Chu A
aon-r.Infraod s..t. In 4toml trial alrlf .try
be Chu C AS tweppal aYlar.I. NIe1 a Ms. As.
rramb I Bwa.' Yiy be fermented dth pof.l. r
knisaa Wta. xriacllplu till pert/ d try fN"...
of 2-M r
tMypot at
mateut list. Yso
N pia le pipe polar
awalr NSW monYiela .4 tIYfJ.M.L Madmas hat
MAN Is x• far a• Wrdv . or In, se apostle.
NWnIR dlalaro. mt... INw. 1. r.
NWVMIa rkq. OW' ".We ! as In aapardon%a
with MSOOr Standard Speyflaetlana and .oat the
atrarpth reeArwnts of Fedora SpecNlcattan
M-F-in D. Wtkta surfaces Nan be floured to
spear. rat-repaaip fit wlth any DAY., ppeltlpM1
Y base r.hfr.he .oil Mae MY. a .War yteM
.trmtpfh of 60.0011 PS and N payee h tin. user
Mf 'I the am. dt t premium, Woronce.
Fr hall,l. at it pr boa mk4rr apes"Fill* Ylu.
oa 3.300 prwMs ppr .pore foot. For ne,tsits
err a', minimum, ..a Derma Yy a*Yl. 3.eoo
Wave, par "Amor. foot.
Fr d.lrs. sommine Grade Ann. LcxA r. Slope. Nontonade
ad Top Slys. see standard pump 'MI.n.pos
Marvior wraac•
rr.YCL.eMT xcraN
COMPACTZD SUSORAOr-
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AL- M IL FILL 6NALL 6C COp'Ys'CTtD CITT 01
To 10% orr1MUM PIWOV Y'. AUBURN WASHINGTON
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CITY Of
AUBURN WASHINGTON
WLVE Box
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AfISC MANHOLES
WATER NOTES
I. All wvfknemship and materials shall conform to The City of Auhurn.k lecubamants and
spacificsdions.
2. Standard Specifications shall be 1981 APWA as modified toy We City of Auburn.
5. A copy of these npprnved plans shall he on site during construction.
4. Prior ❑o starling can9ruclion, the contractor shall call ONE -CALL (I-SM-424.5535) for utility
locations (,valor,sanimry seder, gas, power, telephone and television).
5. LIR'mtans or existing utilities are approximate. II shall be the ampractor's responsibility to
determine the true clevmtans and locations %o as Ia amid damage nr dislurbance during
ennxtrncliun.
o, trio mg pavement µrrf.ceR $hall ba smucut full depth with straight, uniform edges. All joints
between the near and original pavement shall be painted with asplali emulsion (CSS-1).
7. Electric and telephone lines shall be in a trench with a minimum horimntal Separation from
otter utilities (sewer, Winer, Somali of 5 feel.
8. All crnsusaioa surveying for extensions of public ractlllies shall be done under the direction of
a licensed land surveyor or a licensed professional civil engineer.
9. During construction, ail public street, udjac'enl to this ptnjccl shall be kept clean of all material
deprnils resulting from oil site construction, as directed by the City.
10. Pipe for wmermains shall he ductile Iron meeting ANSI Specifications A-21.51 of latest revisions
Ind hall be thickness Class 52, Pipe shall be cemenblinad, In accordance with ANSI
Specification A-21-4 of latest revision.
IL All wmernmins shall have a tninimmn cover or 42 inches.
IL All ,.1--es for walcilincs simll he resilient wedge gate wIvca.
U. Malt, except where olhasYlie required or shown on the drawings, shall be either mechanical
idled lyric, or posh -on rubber ring gasket Type, conforming In American National Standard
A 21. h I.
PIPE 1'I171NGS: Pipe filling, %hall he ductile Iran and shall have Ibe same klud of coating,
lining and %Imnglh as Ilia pipe Ill which amnecled and shall conform lip ANSI Specifications A.
21.10 and A 21.11 of Sanest revision.
14. Hydrostatic Icsls (in the null, pipe line shall be made in accordance with the'Pnicedore far
Water-Pres,ute Testing Water Lines' and the latest p tivislorN of AWWA C 600, except at
modified herein. All equipment necervry to make the lest %hall lie fornished by the contractor,
And The contractor shall amdnct all tests under The supervision of the engineer. Pressure tests
shall he made on all piping and appurtenances Installed under this contract. including nil
amoH allon lip esisling mains ul n minimum Inn pressure of Vat psi.
15. DiOnfectinn of the new water system shall be required prior to connection In the existing seater
lines and shall he (n :meoNunce with the latest provisions of AW%VA C Md.
Ib. Immllalion of mrpawalc stops, water services, lines and metals shall lie par Ciy of Auhurn
standard details. '
17. Sen'tces shall be 5/4' type K copper tubing :cod the City of Auburn it, Install seater mclers.
Is. Blocking for vertical and horizontal bends shall he per City of Auburn standard details.
19. File hydrant assemblies shall conform tr City of Auhurn %landard detail,
20. Contactor shall obtain any necessary Water meter permits from the City of Auburn prior 10
construction.
21. All vulva braes In public right-of.wuy or casements shall he adjusted m final grade after final
paving Is complete.
SANITARY SEWER NOTES
I. All Workmanship :cod In:ncliaN shall conform to the City Of Auburn s requirements and
specificltirrs.
2 Standard Specifications shall lie Ilia[ APWA as modified by the City or Auburn.
1. A copy of these mlipoo,ed plan': %hall be an We during construction.
4. Prior to starling coamtuctimi. the contmator shall call ONE -CALL (I-NXI-424-5355) fat Utility
location% (w:ncr, a:mllayscmer, gas, Potwar, Icephnn. and Idesislon).
5. Locdtans or c,Isling utilities are npptruinmte. It shall he be cnnlrncmi s rosponsih!Iity to
dmeantne Ile true cle,allons and location, s, as w nvuld dmnage or dinlurh:ace during
......b act Sun.
h. Existing pa,aucnl asrraa's shall be anncul full depth with straight. uniform edges. All joint,
between the replant] odghad pevanent shall be painted milli n%ph:dl emulsion (CSSd).
7. Electric and Idephnnc lines shall be in a trench wish a minimum hotin nlal sepamtinn room
other willow, Isener, worst. Horan) of 5 feat.
S. All amsiructlou surveying for calendars of public facilitiesshall he done under the direction or
a licensed land sirveynr or a licensed professional civil engineer.
9. Duringcon%buetinn all public streets adjacent la s project shall be kept clean of nil material
I 1 directed
P j P
Jgonil, resulting (tool nlballc nnnlmfltrn. as UlrfalaJ by IIIC CII)'.
W. Sewer lines shall be mid Ili the guiles and elevations shumn on the draW'ingo.
!I. Side saver shall be il.lallc tamer 5 w d from the city .< cr main to . feel be and thepropertyline and
Y
shall he it minimum n"In diameter W' n L u uh a 190 minimum slope.
1'_. Side ,ulcers shall be in,I:dl,i whererequited b the engineer. using amvncrci:dh' m:muraaurcJ
�crY 8 8
nco, :mJ sh:dl be plugged Dili .Yal n ' I kµ cr ILh1 plug. All joint, shall he aof the l e inside
a propJ
'Dion, (I tic Irn:ation oil lid side sawtrs xlmll i
1 ( II marked at the end of the line in:ides properly
In, a pressure treated 2 a 4, rotor reel long buried In the ground a distance of ) feel. The lower
end shall hxrc a 2 x 4 clean rated Ili it to prevent withdrawal or the stake. Ilia expased I joint
%hall he pained traffic yclluiv and the depth to the side sevrr or tee shall he indicated hi
paint on Ilia 2 s 4.) In addilion. Ilia Icucr'S; 2 inches high, shall be neatly imprinted in the
top of nev garb hcfnre Ilia eoncrcle hardens to design:ne The side saver locution.
I\ Location of side sawcrs shown are approximate only and may be changed A, required during
construaian upon aulhortrnton of city. Conlra ini shall notify engineer when exact locations
are determined.
141 Coauaaor shall obtain any new%)aryedc sewer permits from the City of Auburn prior 10
co hl,uctirn.
15. 11 shall be Ilia contractor's rcoptinsildlily lu Insure trial no conflicts occur hct,,an SanitarySamar
I Ines and pnipased o, cAsline ,term lines prior to construction.
16. all PVC pipe shall be ASTM D3034, SOR35.
I' .Ton
1. All work shall be in aaoordaaaa with the City of Auburn
Standards, King County Standards said with the,"1088 Standard
,teplfioations for Road, Bridge Brad Municipal Construction"
as -jointly adopted by the Washington State Department of
Transportation And the Americans Public Works Association
(Washington Chapter); and all work shall also be in s000rdana*
with the 1065 Uniform, Building Cod*.
A P P ROVE D
DEFT, pF PUBuL, A oc
)RKS
CITY of AuauRN 64gR
ENGINEERING DEPARTMENB ����,•k "•� ..,'•�FP
LAW. (f)- Ir. QQ .!.� 114,
tin
ME,#
g;osrs,
C3
WESE
of 5 sheets
9oD ions of IS
MECHANICAL SYMBOLS
SUER AM.
INSCRIPTION
SVAR am.
INsarl"m
p
BUTTERFLY VALVE
—FOB—
EEL OIL SWOT
p
BALL VALVE
—FOR—
NEE OIL RETM
- 6V
DATE MVE
—CONS—
CHILLED WATER MPLY
---D33—
GkOBE VALVE
—CWR—
DULLED WATER RETURN
Jim- LY
CHECK VALVE
--0Z —
OXYGEN PIPING
—:mr- MY
PRESSURE MORNING VALVE
—N?O—
NITROUS WIDE PIPING
9mL>13
BAMON PEVOM
—A—
COIERESSED AIR PIPED
AWE RELIEF YALVE
—'I— VAC
VACONI PIPING
CONTROL VALVE
—MY—
ACETVLEE
3 WAY CONTROL VALVE
O FO
FILM WIN
c. BY
BALANCING VALVE
■ F A FIX
HIM A HIEEL MIR
}
ONION
o-- FCO
FLOOR CLEAN OUT
o--- M
BOX HYDRANT
, IOU
SURFACE CLEAR GET
®
MIT VALVE A VALTE BOX -
E�H— W
CATCH BASIN
0
HOSE BIBS
)0— PH
FIRE HYDRANT
THRUST BLOCK
--�4 RH
HALL HYDRANT
T
E
TRAP PRIER
F A T
FLOAT I THERMOSTATIC IMP
�—
BUCKET TRAP
(CREMATING RBO
®
OXYGEN NAIL WHET
O� PG
PRESSURE MODE
—i—
CWRESSED AIR MEET
IN
IBA nw
®
SINGLE YACUA ME OUTLET
-
FLEXIBLE CORRECTION
DOUBLE VACUD WALL OUTLET
MY
AUTORTIC AIR VENT
D T'-STAT
NOW THERNGSIAT -
R 5'-4" MOVE FIN. FLUOR
+— SIR
STRAINER�oI�--ll
DUCT RISING -AIRFLOW M.
--- ON
COLD WATER PIPING
---- WA
HOT WATER PIPING
DOT RISING -AID RON UP
----- IBC
HOT WATER CINCOLATIM
DUCT ~-AIR FLOP M.
- - - - - - - V
SARITARY YENT IIPIIE
DUCT MOP -AIR FLOW 0
SANITARY SEVER PIPING
SOMMIXED WO
— S—
STOW SEVER PIPING
--- R
HEATING RETURN PIPING
FLEXIBLE DUCT
F
EATING FLOW PIPING
ry
TURNING VANES
�YCID —
ACID RESISTANT WASTE
i VD
RADIAL VOLME DUPER
—G—
MS PIPING
F IN6
FIRE CAPPER
— STH—
STEM PIPING
F.A.
FRESH AIR
- - - -
CONDENSATE RENAL PIPING
R.A.
RETURN AIR
—f—
FIRE WAIN
O.A.
OUTSIDE AIR
SYER
MSCRIPPEII CL M.E.
SIEM
DESCRIPTION ERTG.R.
FLUORESCENT FIXTURE - SURFACE
-
-a
CNIE
-
[a
FLUORESCENT FIXTIOE - RECESSED
-
r0
TELEVISION WERM OUTLET
YY
FIXTURE ON iNER"uo IT,
-
�
TELEVISION REPUTE COMMIE
-
E
CEILING SURFACE POINTED FIXTURE
-
OUTLET
a
WALL WORRIED FIXTURE
-
TEOESTAT
r
®
SQBARE RECESSED
-
4).
FIE DETECTOR
-
INGAIDESCENT FIXTURE
Ss
SAME DETECTOR
-
®
BOUND RECESSED
-
HFj
FIRE ALMA FUEL STATION
+N
INCANDESCENT FEATURE
q9l
FIRE ALAIN IOM W/NOUN LIGHT
-
0.
FIXTURE W HIM LIGHTING
-
DIW
FIRE ALAM HORN V/ALMI LIMN
-
0
EXIT FIXTURE, CEILING
-
WILL PTO. FLUSH JUNCTION BOX-
_6
EXIT FIIRUIE, WALL WOMEN
-
0
nWlH .RIEIIW BOX
-
01
EXIT FIXTURE,
WMIN CTIONAL ARROW
rO
PROGRAM CLOCK W/BUZZER
•�
SINGLE -FILE SNITCH
w'
IO
CLOCK BIGGER RECEPTACLE
-
$:
TWO -POLE SNITCH
w'
0,
RUSH FLUOR BOX
—
S.
3-MAY SNITCH
w'
IM
LOW VOLTAGE TRMSFORER
—
;.
4-NAY SNITCH
"0
MICROPHONE OUTLET
IRE'
Sn
KEY SNITCH
w'
IRE
TELEPHONE OUTLET +.;' �.HI-.OUP
SIB•
$
SNITCH V/PILOT LIGHT
W
FM SNITCH FURNISHED BY
10
PHOTO -ELECTRIC RELAY
-
$�
ECH., INSTALLED BY ELEC.
THE
FO
PROWH OWNS
-
3.
DOOR WITCH
-
i
PARELBBARD
-
$T
SNITCH W/TUNER
NP'
------SURFACE
ETAL MCOMY
-
DUPLEX RECEPTACLE
«R'
CONDUIT MY. FLOOR ON CANOE
-
MLEX RECEPTACLE, HORIZONTAL
-
P—
CONDUIT RISE
-
8.
RECEPTACLE IN FLOOR M
-
a—
(OMIT Blp
-
10:.
WEAINNNGOF RECEPTACLE
-
__-CONDUIT
RUN BELOW FLM ON
-
P;F
RANGE RBEPTACLE
-
FINISHED GRAM
le
SPECIAL RECEPTACLE
-
-sf
W. OF CONDUCTORS IN CONDUIT
-
10
NUT OUILEI, 120 V. 1
-
-wwP-M
TO PANEL A NO. OF CIRCUITS
-
b
HUT OUTLET, V. M CRIED
-
-W
EHDUNTIE HEIGIT MY. FIN. FLDO0.
-
Q
POWER OUTLET, V. 1
-
M
ONE BED WORSE CALL STATION
g
POWER cGrIET V AS WHO
-
IOU
TWO BED RINSE CALL STATION
9
SPEAKER OUTLET, CEILING BIG.
-
'fl
ARSE CALL SHOWER/TOILET STATION
14)
SPEAKER OUTLET, WALL PING.
IL
HE
BASE CALL DUTY STATION
HO
HORSE CALL PUSHBUTTON STATION
0
MR BUZZER
49
VMURE CONTROL
w'
10
NURSE CALL CWREM LINK
1N
NIGIML DINNER
-
A
DATA PROCESSING OUTLET
+,B"
O
IOT0111Zf0 DINER
13j0LATED GKOUNDE
PASSIVE INFM-RED MOTO.1
IXTIK•Tdl
�
WPLEA RECEPTACLE,
x.NiETY TYPE
q
S.C. COAL SW ^LAN COHSE
4D) DIAL TELE P11pNE
<At.T DID)
'54'
Q
FIn TUPE UN EMEP4EK.ILY
N
[-ICT/NIGHT UGHr LKT.
r - -- _1— LIGMTIG FIXTURE `P' C'OD'
-T-3
I IGMrIuv
hIArUME
'N' w/OIJE LUVIIKIAIRE -
LI
FIATUAE `DC'
%jC{
CtWTTROYAI4
"s' IBIBRINES
20
CWTTOM DNA.)
TAPICFJRC
IRDUND BIXOwu
MA.TUPUA.
PYLL CONCAETE
(4) OAYLNCR
FIN, GRAOE/
PAVING —
ABIR] CGIOIAT
LJGMT'F_ 0kJ -*- E.) +Wx q ME C/bTfoN1 MIA
TAPERED RxAAD BEOwHI
UATLAAL CNN, CryJCRETE.
PRO`FINISH l
APPROYQU CY N .
1. CEPEIL TO ARLN EEFL"mp CFHLIM4
iLAUS Foe EXACT LOCATIOM OF ALL
CCILIIUOR MODUTEO NEVIC[6. -
L. EC, SHALL MAKE ALL FINAL ELECTRICAL
SERVICE QOWN ECTIONS TO ALL KITCHEN
EQUIPMENT FURNISHED NNSTAt ED EW
KITCHEN FAUOP MGIJT TRACTOR.
KITCHEN SUCCWTRAC'TOR SMALL FISH
OTTAILEO SHQP DWGS• W/FEEL• SERVIMRV%CE
L.KI7C_M RE MIGNTS l3 T b6FWIC FbnP ALL
KITCHEN EGDUIPMOUT SERVICE CLNNEQYONS.
ALSO SEE SPEUFKATIONS SECTYJKL 11400
j. MC.SHAD- MAKE ALL NECESSARY ONE
RDINT SERVICE COKIN. TO KITCHEN
EQUIRMENt FURN. 4. INST. 6Y KITCHEN
,OrII PARENT SU®C'.O%40r-1 MIM N
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date 7- T 7-89
revisions
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C-4
90 D /0135 St,t, 5 0�
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