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PRO i LE
SCALES HORZ - ! _ 5,U
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_ SEATIMPROVEMENTS TO lid MEET -PLAN AND PROFILE
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4&. PATCW tWG OF E`'iS'T1NG C:;QAVEL SHJUt.D£ R uS2 ORIVE.
WA`i SHALL BE 2°' TOP COURSE C*4 (d' EASE COQQSE
5. REMOVAL OF EXIST PAVING SwALL ZE - 144E4 ' a.NO
A iC7 STR4T, P@012 TO REPLAC.14`3 PANED
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sS- I *t1PP;..1ED TO 71rAE =+,E i IRE EUL-C-- "D T1-!E FUk-L t�-P �.
RESURFACING 8t TYPICAL PIPE TRENCH
NO SCALE
♦ s �a .
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8
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WAY, b�Lt BE �� T QOM0 7*t-iE.70F OF: EACH
TYPICAL VALVE BOX DETAIL
NO, SCALE
EXST M?ETEQ
Vta �J
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►>i DPA+Yv!1Vv, ALL ExISTtNtz
> iX1 To. SE r IL.i=S C-44ALL BE 2EPL.A ED 70 Eka"o!-"T iJG METERS,
NEW COPPER SERVICE 6
NO SCALE
D+1"SiG:%F4%,' H APK.
Whi _Ai.E AS _H('rYM c Jt:i.Y f4T`^, A
A!f ; jc. R V i r: 81' CI iC( YFD �aA A A rILF 70 - 5 - 319 0! ''
om
Stevens, Thongpsan, 8r, Runyan,ine.
Enjineers/Planners
PORTL.AND. OREGON �EATTLE. WASN{NGTON
ll,'II,•��(YtA,l�,1,t,l'ijl,'��j{I,r{tvTo§,t{($Iltrt{t+16l{!1'ii
wool Is ��1d IM S CLM-d 810CWAA4 NTPWF-r
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�m-w,r N owr-w f Coll (M) 623- $7A0
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PLACE CONCRETE. AtvA►iwST Utv,DtSTURSED
501L P0;Z 3E:AR1NCz AIREA'S c-ORM CMA.QT
$E.LdW ,
e n 'T't- izuebT BLOCK La �
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v - I t- /
t _ _ 4-
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DS:'J &Ii~MI ktE !E}6,41696lNC9 AREA
FITTING
BRANCM SIZE
t THRUST
BLOCK BEARING IN SQUARE FEET
W
45°
22 tit°
t ! V40 TT:ES 8 IENDS1
16"
6� _
2.6_
" 4.6
2.0 _ 2.0
2.5 ' 2.0 R
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2.6
4.6
4.--
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14.2
T7 3.9
2.0_
t 14.2
5.1
2.6
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TYPICAL THRUST BLOCK DETAIL
N0 SCALE
18•-C�" CTYF�)
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to
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1.`AtZtE5 �\
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TEE WITH (7' FL"(7ED ;
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vR.•9,•. '�...�eC� CE+rtEWT COWCRETE.
SV P?OitT a ..OcX.
TYPICAL FIRE HYDRANT DETAI
NO SCALE
CITY OF AUBURN, WASHINGTON
SCHEDULE 2 W TR. $ M R,
IMPROVEMENTS TO MAIN STREET DETAILS
•
0
f1
W / }
J / I 13
J
W I _V
3 !
r� 57 At VT-" 1 (01, ll (d, 'T E E
�V \ :1 FIRE NYD T AEMf3LY )(15T WATER MISTER
SIrE QE'CA� 314" SRVIC... TO 3 �4
IF- ABANDONED ,� I `O
STA. 5-k-75 1► 5TALL IOXV T&e- � LJTTERFt.Y ,VALVE. & 1(0" �� �� � �
FISZ'i& �Yb /h•SS�MBL.-Y 450'EL. j STA. %4+T1 INSTALL la'
3EE i�ETAR ' 45' EL . * I (d' BUTT E2 P
V4.1..V E
17
T -- -- ---- --- -- -- —.--T -- — ,___----- �1
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- - _ - - --- -1--- _ _ _ _ - - - ------ --
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`L STA. 14-20 1W5'TALL i0%1td X Q&TEE --77
u " - I / U
�� ;d' BUTTERFLY VALVE LAND 1 " ,•''�` 11 REPl..ACE EXIST, �4 130% C.UL%Jew ! 13 I " - �'~�V ATLL R SE.RYIc W rTH �,14 REPLACE. E X ST. 3/4 a
12" k3t3TTERELY VAl�/E I I SEE DETAI c DETAt2 E12V ICE SEE
f / - iF �"�� XMS'TAL I Ir/
EE WE ALL HWY 5TA 8+-15
S STY VALLEY
CoNNEtTlo�1 DE-MIL(j) PLAN �(o+l 45• EL �-- — 11�SSTALL lrv" WATER ST; � 14 }50 INSTALL I
/ I = SCALE 50` 50 co' ac LINE IN ,CAS11JC7 45 �L-
0
50
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PLUGS kAL ,kxoo,�4 E�A\ST Co"
W h►"'T S�L.11JE
S?1C.M VE E.XIraT. Cci C; V •
PL1x A$ANDC 04 EXIST to"
WAN RUNE.
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
�. PROFILE
SCALES: HORZ.- I = 50'
VERT. - I'l = 10,
EXTEND 12-')tWI E2 MAIN TO A POI t0`
w Wow."CN OFIZ/W LINE O RS-AU NED
I NSTAl..1._ IGY W TEE 4 W' PIPE , `• ' 2 GO R.P. 3T0 P I
REINSTALL rz)tlST WI CsV• ,,�, I.,� CONNECT -TO E).15T 2"VJ MA1A1 �T:
REMOVE E"LlsT Co" G,V. 4 Co"TES so-z(o+(oo !rolvlo-
M,TAL I I 12''G,V. , APPQx, !00' Q u 1).1. PIPE
CONNECT TO EXIST 1-IYDRAWT _ _ STA. 2 ovm INSTALL 1 xir TEI°,
PLUC.7 ABAKIDON EX1ST. ,1'�
l� ' TA23+301NSTALL Ito"1( !a' 1(o X (a� .1"IEE
A 1'"1A- O 1NSTALL 16°X rd' STA, 0+30 IUI�o'�X(a'` `�-- .- �� � ZT WIWA��Z1..1NIE. � I A1JD 12 PLVG
ST 3 T HYI�QA�,t i' A SMHII-Y v�
TEE FIRS YDRANT A55EMBLY TEE FIRE IAY A55EMEL.Y TEE X tIRE 1-IYDRfi•NT SEE DIEM w �r
0 SEE. ETAJL b 5EE M-TAI L r ASSEMBLY Sic DE"Tb►11 3 i -
0 _ _ _ -- --
to _ ? _- �- .�+ - (d N
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�� RFPL.AGE EXIST. '-�4" j 1 1 { _
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WATT R S�QYI C E � �, • ti x �
SEE DETAII. -I —� Q zDI TEE I(d' F3VT?ERR.Y VALVE, tl Q
® REPLACE EXIST 3/4
A I REPLACE EXIST P W 0 I I I 1 $' G.�► • CONNECT TO El(� S-T. " �
PLAC EYIST V' I S8ZVK'E SEE MA-1 � I I $" WATERUA►fc. WhTE12 �EtIL E WITH 1
5EE DETi'�1 L 3
W A SR EW E r o � I
SEEf DETAIL - PLA N fAT
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—i2EPLACE EXIST 3/44 VEIZ y
x �� SCALE : I" = 50 Qnce�a
:9 �� - `Wh,-T-�
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70
0
8400
9 +00
10+00
12+00
14+00
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ALL 1G%'
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15+ 00
D1tTE NO.
tHANNON 4 COM►AW
17+00
19+00
- -- --` -- - --"- DESIGNED R.V. H APPROVED
DRAWN L MR SCALE AS SHOWN DATE JULY 1970
- R E VISION - - v BY CHECKED M.A.A. FILE 70- S- 319 012
aMr•rw��
20+00 21+00 22+00
PROFi LE
SCALES: HORZ: I m 5V
VERT.- I=10,
wR
Stevens, Thompson AFL Runyalil, line.
Engineers/Planners
PORTLAND. OREGON SEATTL.E. WASHINGTON
23+00
24+00
FWX-61
CITY OF AUBURN, WASHINGTON
SCHEDULE 2
IMPROVEMENTS TO MAIN STREET
I
26+00
27+00
28+pSU T
1, -
WTR. IMP. N-9 71/
.01 A AI A AIP1 OWNC711 C
70 w
M-F->
60
;rf,
STt.,32+90 1N5TALL. Ib"X G"
TEE, to`G-V. AND "^'I1NECT
TO EX 15T G" 1P.AVERI.INE
13
15TA.29+80 iNSTALL "(cN ., REPLACE E* 157 31X
TEE 4 FtRE A`(Di2AN7T WATER 2VICE SEE
RE %�: 1-.J
STA32T80 INSTALL
I (d'X v TEE' FIRE �
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WATER RVICE- SEE I I REPLACE EXV5iT -3/4" AND AtANDON
DETP•1 3 WATE RSERVIC EXIST G;WATERLINE
SEE DE--TAII-iiN
3
— ---- DESIGNED R V H—
_— -- --- — — ----� — -- DRAWN L M R
DATE NO. REVISION 6Y CHfCYED M A A
' m
SHAD MCM • COMPAWT
API)POVED
SCALE 'AS SHOWN � DATE JUL.Y 1970
FILE 70- S-319 012
CONNECT TO EXIST 4" WATERLINE
,REMOVE ExIST. G"x4o''X4"TEE REMOVE EXIST (o"GV
SiA,35i 52 CONWECT TO PLUCA P ABA►JDON EXIST
EXIST %(d' T'= I► -JIALL ��� WATERL 1NE-�
puj(3k ABANDOu E)tIST. Mall eAMEQFL VALVE 4
I � � (v''
'
REPLACE EXIST 3/4" WA iER WAT ACE EXIST 35E
I � �A1 � WATER E.RVICE SEE
SER VICE. SEE OE L � DETAI `---
T —a--r
STA,53 A, 13 INSTALL t
I(o'' x V C. I. TEE I
Cd' G. V. , I & BUTTERFLY VALVE,
30'-!0" PIPE AND OYLA4 REDUCER
PLAN -
34+00
PROFILE
SCALES -- HOR2. I"= 50'
VERT.- I"= 10'
DS Stevens, Tlion-ipson 8, Runyan, tine.
'I' R Engineers / Planners
PORTLAND. OREGON SEATTLE. WASHINGTON
e
3
W �' 1
Qi I I I
N i l l I NSTAL.L 6" CAP ON E X h5T
_ 8'�8'k&TEE A 3ANDOW
E)fIST, 6" WATT=2LINE
T
n
CITY OF AUBURN, WASHINGTON
SCHEDULE
IMPROVEMENTS TO MAIN STREET
I0/5I'721��
WTR, IMP. N ° 7 J1 2
M-F
FLAN AND PROFILE ,S-� 3
- _ 7-a--Y - 5►1-� �- --
I } 0"18'-O'' (TYR) t
- 3
I ONTTK�LS j
w PLACE CONCRETE AGAINST UND\STURBEO R
3 J SOIL POP. BEARING AREAS $EE CHART
LINE ' -'
>
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-
I � 3 WOv FINISH GRADE ��
St. CON:.. PAD WHERE ' Q UAW n o ., V X
i W EST1. VAL
REQUIRES
i APPROX (o" 1 U-WLL ° 1 n 'THRU5�T BLOCK A i
L115 E E =
11 '14" L �---
Q 1 4 4
OR PULL_ As REQ'D., �.�-�"' �x _ 1 - -- QIY I
(0 )(4 RED CEIZ xO tYor
�� J�� > 014 fo"GA�C E VALVIE
CUT *ABANDON EX 1 S'I ; , — -'
Co' WATERLINE., _ 3/4 SIdACKLE Ilf
—�_ FLA►NUEt� x
% C �B t
- � RODS v� MOE� LAICAL. �
CONVECT EXIST. 4" - MECHAN i CAL. V" 1
WA'TERL.IM AS 1:2E-47p -� ` i JOINT CON dif
2- T S TNECTIONBR6NCH 517E15�D TO
4_°ELLS E3EARING AREA
i
A.
Ip o • ' t• o .
C p
NOT E =
1 A WIIEM VAL.VE5 ARE LOCATED IN ROADS ALLEYS, OR
I DE W ALKS A CO CR ET E PAD T- 40 SQUA�ZE,
S"TI-IICIL WITH 1/2"q) BAR$r
S AT 'C.ENTERS EACH
WAY sHdLL BE CAF--)-T AR00ND THETOP cal~ EACH
Q \IALV)E BOX .
I
Q 0 0 4 ;o (o"C..I. PIPE !
o
° LENC3-TN.VA►RIE5
TEE WITH 01 FLAMC7ED
r OUTLET IN WATERLIISE
1/2 CU. YD. I'le V 1l 10 X 4` POIZTLAND
DRAtN GRAV E1- CEMENT CONCRK'T E.
Sv P PORT ,LOG
+56 TYPICAL VALVE BOX DETAIL TYPICAL THRUST BLOCK DETAIL TYPICAL FIRE HYDRANT DETAIL.(
4
WEST VALLEY HWY. CONNECTION STA 0 � 2 3
NO SCALE NO SCALE N 0 SCALE NO SCALE
i
EXIST METER
EXIST. WKcERL1NE s;'TO ' NEW 3141,OR 1" ANC��E VALVE
BE ABANDONED) COMVAEGT TO E,X15T.
2" ASPHALT CLASS"B" NEW 3/4"OR I" CU. M�.TER AS REQO
MOTE 1 2" TOP COURSE TUBING TYPE K
NFW 3j4" Z OP, W COR-
�,
E1115T, AG OR BITUM, ! REPLACE 5bkLVAGEO TOP F�RATION STOP . , `\ lU __j
Su FACE �SOIL NEW wAT , D _ LINE `�, �
`ate
— — — �— MOTE ; EX15T 5ERNICE PLUGk ABANDONED
11A0i'E 3 fo" BASE. COURSE BANK - 1
RUN (.7RAVEL. CLASS"A" 1.) ALL VALVES SHp►LL BE SALVAGED A+NG (a',VEN
TO THE OWMER
SUBSEQUENT
BACKFI LL'� 2.),5ERv10E GDUNECT101,45 5HAL.L. BE TO THE 512E -I NDIGATED
I ON THE PLAM DRAWINGS OR A`� DIQdEC.TED W THE EIJGINEER
4" PAY 5) UNLf_SS 'INDICATED ON INAF. PL.AtJ DRAWIWCa, ALL SMSMNO
1ufm SEE cim WATER SE_ RV ICES SHALL. BE REPLACED TO EXI5T1Nv METERS,bpi ,
00
4) METER BOXES ciF k:ELZCATE.D'C BE41WO
BACK col= CL,2B OQ a5 D;2ECITEC By 7_4 E E>vG ►.:E F1�
U �
sE�t sP cs SILL o n OWN. NEW COPPER SERVICE G
NO SCALE 6 +
BEIDVIMG MATERIAL o 0
\N%AeRE REQUIRE? '
NOTE;
ICENTERED OVER THE PIPE KING SHALL Be OD -1- 4=Ci`
l
2. PA"TCI-I IUG OF EY15TING C7RAVEL SI-IOUL.DER OIZ DRIVE _
WAY SHALL BE 2" TOP COURSE OW & BASE. COURSE.
3, REMOVAL OF EXIST PAVING S► A.LL 8E :L7 �,.IEAT AND
STRAIGHT. PRIOR TO REPLAC_1NG PAVED StJI2FAGE THIS
PAVEMENT SHALL 1,3E SAWED Uti1TN STRI�IGHT 'J►.IlF4QM
EDGES I FOOT BACK Fi2oM -THE EXCAVAT1pA. THE SUCE RFA
C.UT GV4W _ BE GIVEN AT Ck COAT OF ASPI4Aj EMULSION
SS- I APPLIED Tn THE ENTIRe SX� AND T!-IE. FULL DEPf 1-1
OF -VtAE CUT. i f ,r(
RESURFACING 8k TYPICAL PIPE TRENCH.(
Io/$ITZ�a�Al
NO SCALE { `---------� _
T
DESIGNED R.V.H. APPROVED Stevens, Thompson � Runyan, ine. CITY 0 F AUBURN, WASHINGTON
- - -- --- S SCHEDULE 2 1H T R. 1 M P. N Q. `� M-F4 3
DRAWN L.MR. SCALE AS SHOWN DATE JULY 1970 T R Engineers/Planners IDETAILS
PORTLAND. OREGON SEATTLE. WASHINGTON IMPROVEMENTS TO MAIN STREET
DATE NO. ---_—_ REVISION --_— _^ By— CI-'..ECY.ED M A.A FILE 70 - S — 319.012
r_�
— 7-0 eta[ - f_1tf—S H 3 _
L_
.INAOM N " Corr uR
FITTING OR
BRANCH SIZE
THRUST
BLOCK BEARING IN SQUARE FEET
900
45°
221/2'
11 V4
TEES 81 BENDS
6of
2.6
2.0
2.0
2.0
2.6
8to
4.6
2.5
2.0
2.0
4.6
12to
10.4
5.7
2.9
2.0
10.4
14"
14.2
7.7
3:9
2.0
14.2
le
18.4
10.0
5.1
2.6
18.4