HomeMy WebLinkAbout78W1527CITY nF AUBURN, WAqHINGTON
INE "B" STREET N.W.
16miNCH WATERL
>0
12 7
13 1
VICINITY MAP
NO SCALE
I
LEGEND
THIS CONTRACT ITEM EXISTING
WATER LINE W/VALVE - - -- -
WATER METER
FENCE
PAV i NG
POLE W/TIE BACK
DITCH
CULVERT
SEWER W/M.H,
INDEX TO DRAWINGS
SHEET
1
PLAN AND PROFILE
SHEET
2
PLAN AND PROFILE
SHEET
3
PLAN AND PROFILE
SHEET
4
DETAILS
y : - -Fj
KIR -�
W'1'4. 10" P. ►off
g' .v 1 SS.t 7 < .M - '
/ STA. a+2C CONNECT TO
I , EXIST. I G " TEE W/ 16 "x 12"
TEE WIZ"' BLIND FLANGE
IE''BVf-TER FLY V,gL.YE- - - - - - - -- - - - - -- - - - - - -- - -- - - --- - - - -• ---.-... _ _ _ _ - _....- - - ..._------ - -
B. N. R.1R.
t-•'♦..ram . w.+-.>.yi.y_.}.y. r-.�.+-<w 1.-►Liy--}.T�..�._ �•i"'►� }-f� .. ♦ wY - - ._ ..r-.,-f-f.-r - ._..-�
-y yT��•�.�--._+-.. -..- r--. rr--.,y..r♦ �ti�v .s --f-.. .. y-f r 7- f�P-Yy
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i1 r
_.
1
STA. 6+ 83 16"TEE
4tSO M i 1 W/SUNO FLANGE
E..3cvtlr ' ON NORTH END
+ I 16" BUTTERFLY VALVE
LQI ;
vz
N. NN 20' EASEMENT N
�
n 5 E S r974 ALA �ai._iE_ ARE „RE�
40' CONSTRUCTI ON EASE rv#E-NT AL F' ,'�. E HYDRANT: ARE M V E L L E R
STAS+80
Jd J
It"T
STA. ►1+ 5C IC TEE
= r --
- - ---- ---{�---�
Wj/'Kc'BLIND FLANG
ON EAST END
16" BUTTERFLY VALVEji
r—
f
J
\. il•
us
n.
k
rl ', rQ1
lug
Ole
p�� n
i ! i.- '1;
1 lYJ T
}
'0k.� t.
1
,'J,; 9�
H,S t7RAWMG HaS 8fEK PEr•UCEZ) TO ,
PPR'XIMATELY ONE H0:_F THE ORi$INAL SCALE
-•.. L M R
AS SHOWN 4 77
SE A 900i02
pv `/ —
►tti Q z
�• y �, P
PLAN
SCALE 1 100'
u
_ I
,u ✓
t 9 Q
I a-
i
;Q _' *V '4+fx
PROFILE
SCALES: VE RT. I" = 5'
HORZ. 1 " = 100'
YE�, ' s'!' 5 Fa--7"rs
frliir(Ilr!,' I I r I 11111111 rlrl T i t 1't ljl 11 r�rl r{Itr�lll{1�1
I r
���..�M11�1N11/N1►MMIMIIIr'• . ! r..rrr
CITY OF AUBURN, WASHINGTON
W. ►. i 01
16" WATER LINE "B" STREET NORTHWEST
IIIIIIIIIIIIIItII{IIflft111II!II111II{IIIIIII101111�111111{�1�'Irfllilrl
c e _ a s c Z '•• "
1
1 .
\p
W��tr Imp. !O
PLAN $c PROl:ILE a
7 f N' /S.2 7 S/1- i
1
EXISTING
GROUND
SURFACE
Q LlL-ja.0
f
— STA 59 + I — NEW 1Ts • VALVE , IC X 12" T
STA59+00
- 45° EL eE �/ —
_ 16- - _ _�
5 ♦� +oI s II `,-��/i 77
EXIST. PAVEMENT �.
LT/ / —
2 — �� SURVEY CONTROL LINE
CONNECT TO ( i E3 ; B" STREET N.W.
EXIST. 12- VALVE I -
d REMOVE EXIST.
CONCRETESLO ` V•
72" S ( M
EXIST. a"GALV. LINE TO DAIRY
SURVEY CONTROL LIN I A C RGZ7 ` RR 4 Z"COV E R
STA WIS
460 EL -
IF -
NEW 34- Op 1" GOPPEA
t> SERVICE L14E
/ NEW 3/4" OR 1 "
CORPORATION STOP
NEW WATER MAIN
I WE_T OF NEW 16"a MAIN -
30TH AND W STREET
SCALE T'21
EXISTING METER
AND METER BOX
NEW -'"fit
ANtiLE METER ST0P
�
MTN GROUND KEY �t- t I
= EXIST 2" W.!TERLINF. � —_�y 1 '
ri TO BE ABANDONEv%
• EXISTING U7ILITY
1% OR OBSTMJCTION i CONNECT TO EXIST. METER
AS REO"D
WATER SERVICE
NO SCALE
IF AN EXISTNIG UTIUTY OR
OmTRi K'T10N HAS r - i" OR
LESS COVER. THE SERVK:E
LINE SHALL BE (LACED
t/NDER YA W.
L.M. R . AS SHOWN 4 TT
5/8/77 ADDENDUM NO 1 WV / S.E A 90 0102
B.N.I. R.R.
i
B Li RR R/W
' EYIST- 2A- O 6a H Rllw A COVER
GRJI;ND - 'IRFACt. PcFFORAT E WITH MIN.
�
SO INCH ARLA
I i ^ i.
a
FILL TO T(►.' OF AIR _r i
(RELIEF VALVE KITH ° '"`'�►31NA•
M I i STA. 81 ♦ 90 24" O RCP M. H I;1FR. L AGGREGr.TE T' ~ 4
I ' " SECTION PIRUIi TN , MATERIAL VACUUM &
I NEW 16"1ALVE.p1�6DGR065TM,16�XI2 REQ ELIEF VAi-vE
„, i 6 8UTrRR 4LN VrAL-VE 1974 DRES5E= ��'
7.��E
i
3I 3" SHUTOFF 1_ TAPPIItG
EXIST. FA4VENUff- N VALVE, CRAM .
w 1 NO 438 OR f
48
SURVEY CO o� E V _ 2 W S
A At-o-
NCTE
ALL VAL VL S ARE DRESSER 1974
ALL FIRE HYDRANTS ARE MtUELLER
PLACED CONCRETE AGAINST UNDISTURBED
SOIL, FOR BEARING AREAS. SEE CHART
BELOW.
_ tl
• THRUST BLOCK
I
t
BRANCH S17i USED TO
rfTE 11t !.i *.f1i AT£A
NOTE: SEE SFECIF!CA i .9Xr'S - SPECIAL ANCHORAGE -
FOR ANITS LOCKIIIh REOUIREWNTS
FITTING OR
SRANCII SizE
THRUST BLOCK SEARIP0 IN :OUARE FEET
90 •P160
46•
�
22 V20
—
11 V4•
9 9ENDS
Ir
tq4
2!
2.0
10.4
IV
111.4
:!I
5.1
2A
IVA
ZONTAL THRUST
NJ SCALE
tit+•i't•u�+'I'hcr,Ilila�lc>><>t itu�>t�'tlln. [nc•.
r Agt4f ittN i1tltwj Iitlafar6w1ty
w w r 28
W ---
B STREET N.W.
w
Sol j CONNEC' EXIST 2" WATER LIIIE
cy I FQOM THE NORTHtABANDON EXIST.
2 TO THE SOUTH urILtTY LINQc"S VEEP
W
CONNECT TO EXIST,
12" VALVE, REMOVE EXIST.
-� CONCRETE THRUST BLOCK
37TH AND W STREET
SCALE I m 20'
EQUAL
FILL W FREE
DRAINING
GRAVEL MTL.
UNDER 16"' 0 0.1.
AIR VACUUM RELIEF VALV
NO SCALE
rP
T XIST GROUND 24" O C 1 M H COVER 3 RINGAr
1 i crac4uFt� b
FIRE HOSE
CAP i� 24' ® RCP MAN- i
CoftN _�. tiOt: SECTION
PIECE r
Zi o• I I 'RATER MAlh
AT L01M POINT
4" TAPP'IhG
I t 7'D'RAINGRAVEL/ SADDLE '
4" GALVANIZED
STEEL PIPE 4- GATE VALVE
4' GALVANIZED
�ST EE L PI►E
TYPICAL BLOW Ol'F DETA�000"4
NO SCALE
X2 - 21/2-* T
i-41/2 NS
PAY MRDTH 10 f
"EO.D.•4'.SEE
CE AEfEd
SACS
X' A-C, IAVgIG
; f
—�— 7,�aI/;y.l i wit l
6' BASE COURSE I a E
I L w8
MIECMANICA
Sti(k"BACFILL ' JOIINT ` X �
sCOINECTION
Iwo
PAY `{{I
MAX O Q MAX off
°of -
e0 0o6 l � :0
�0 0 �
• % 0 • •s••
0 0 I 0 0 6 (A. PIPE
00
TRENCiiilALLr �L0` '�'•� LEhGTkVARIES
3/4" 41ACIf LE
•IITIAL BACKFILL ROD:
..... , .� �, •••.r. 11 Cu. YD. 1 1 a 16•' x 4" ►ORTLANO
CLASS "C DORROw • • • : i • MIN,GRAVEL CEMENT CONCRETE
BEDt>!11lEs WHERE!EElM s
i i • ': 0 . . a' : I . •.` •• �_� SUPPORT tlLtX:K
EXIST. GMriMD OWED 70 FIT
r:LASS'D" BEDDING
6" GATE VALVE
F:AhGED X [
MECHANICAL {(�/
I JOINT
Il...
...... 111.00000 t Sta
I
I
TEF WITH 6- FLANGEC'O'
OlTLET t►i MiATERtME
if
1ETAIL TRENCH AND RESURFACING DETAI 7 FIRE HYDRANT DETAI 8
I 4 NO SCALE NO SCALE
1 ,.
CITY OF AUBURN, WASHINGTON �� 4
DATE "-'
IV" WATER LINE "B•' STREET NORTHWEST � DETAILS '"'0 4
4$14M`I
79 W i+s.2 7 = H -,r
Li
-s- . ♦.. +..�-.���._�-♦. f .-, -�iT+ 1-r- ..-+ �_ .-�.-. a-*+�--� �-�-l-H+L-�-�-�-+-•_.._+»--+-++ram r- a-a.�.�--►J-a.-r-�
_- - —�- -- AIR VACUUM
i VALVE 0,4
'd
\\ 45 4k,36+ .3
i
, r . 1 ; _: ' - 'V 'tom - _ `-;"... �.. �� E ►.
I
t
v r I I
_ - 1 STA. 3Ii94
t'Jti£3 C � "wJ'y � •—
i t
� ' 1
v
dt-
B_NI RIR
y.y_ _fir+-�-.i-+-i-��_""'�_-�++'1-t-+-,-+ 1r-+-r►�H_atryT+'Y_^'_�'_h-r-.-+T�-?�i+y-��-�y �.-r+�-+t-r._.-t-• w�+-fY++,-r�rr .. t+--t"�_R'�a �+-`� � -.-a -r- • . _ -�+,-r--.Y�,1 -. - y-
i+-+-++-i-+..+-+-r••-4-++-e-+-----a-+-F+-..-.--+-.a-�:-=--.y-��. u�..--.-a- -�--�a .-_-+-h -.-.a l..w--..._.--...a-+-+-��-..-..-a-..-+.�.�-� -.-�-. _ �- ��.-.�.�-i+w ��- ..�.+. _�_ ♦� _. _JK
c_
MAE
'ar
,�
a
- to
Q` e
N
C/ r y ✓r AUBW?V SE IAl ,� 4vUG11V
IMSTALLE P 2
CORRErATEQ CL)L✓ERTS
N r1 t=
ALL wjiLVEf ARE :-FcEwLEF, t974
A! FIRE H;';,FTA E: MVELLER
PLAN
SCALE
ul
�I
t
• lJ
t
►1 6
W
_.
fi 2 l9
A 1�
N r
I '
////' __ / � T.4. Lf�°��`Tionr- fFo Vic.!/ `'.irwJ'A'•:� r� _^
f •- _M�
-16 +r,.,
i
PROFILE
SCALES- VERT 1" = 5'
HORZ. 1" - 100'
CITY OF AUBURN, WASHINGTON
16' NATER LINE. "g" STREET NORTHWEST
i,rr,rrrlr���rtr�rrr`rrr�rrrt,ir�t'tl�t trr�r►tlf�rl►111
1 .
1�11VIMl�llt�lltlt�r�►�r�r�r�rlt!tcrrtrrr�rr�rr.�rtrirtrfrrr�r;r�rrrfr,,r,
R 9 10
- : r. 1._ ..A1 ...i..
nl
ff 4
f '
PLAN &
As 8 POT
PROF1L14lklor -�e_A0 4
�. 7p w i,Sd7 .TN-3
a
M�IMIIIVNNMNNNr.,).�•nuNtgl�ll►IIIIIIIIIII�NIiIM11�W11tl11:1
V r
0
361 M
S 288TK ST
VICINITY MAP
NO SCALE
NQ 5.T N.E
17TH St RE.
16TH ST N-E, f
14TH SIRE,
Wj
12TH 2! [ST. N.E.
rn
LEGEND,
THIS CONTRACT ITEM EXISTING
._WATER LINE W/VALVE'A*.
0
WATER METER
FENCE
-PAVING
,OLE W/TIE BACK
-.-DITCH
-CULVERT ,
SEWER-W/M.H. 0
INDEX TO DRAWINGS
SHEET 1 PLAN AND PROFILE
SHEET 2 PLAN AND PROFILE
SHEET 3 PLAN AND PROFILE
SHEET 4 DETAILS
/was
Z rs\'o�
Cis
NAL
-40
WIT*. imp. f69
7 Ir W 1 5'-Z 7
75
W
65
HM
55
50
4
STA. A..&Zo CONNECT TO
EXIST. tro—rXE W116 ff X12."
TEE w lie SUND FLANGE 8. IV. I. R./R.-16-v BWTERFLY VALVE .....
. . .............
+ +++++4-
.. . .. . .. . .. .
. . ..................
. . ..............
............
_T/ t
;z sTA. r.+ e3 I G' 'TEE
-_W/8LJN0. FLANGE
OWN ORTH -END
w Wy-BUTTERFLY VALVE
NOTES.
V)
01 iNSfALL 16- 12" TEE W112'
BLIND FLANGE
& moTE- ?-O'EASEMENT 16" suT-rERFLY VALVE (LINV
E ALVE),
(D
tw9e EAOVQ�14T w?2'- - ----ALL VALVES ARE- __0RE_S5E-K_'_1 974
ZOO-,\ I G FIRE HYDRANr ASSEMBLY SEE
-ALL FITS ARE
40'CONSTRUCTI ON CASE IMENTDETAIL
0
0
1D sTA's -+_
0
z
STA.- 11+ 50 ICTME
W 16"BLIND FLANGE
Y
EAST-
16'-/ BUTTER FLY.
0+00 2+00
4+00
AIL,-
_AL
I lip
L
u?_
0
00
TA 1410+56
- r
i11
-4
]
1
ip
Sol
'PLAN
Elma 01
4 Xx
0
ti
Il
0
z
O 0
cr
rp
m
W.1fer IMF. /09
G HAS i3trEN (�tDUCED TO
THO; DRAWIN HORZ. 1 100'
fmoft
APPRoximATELY ONE HPLF THE ORIGINAL SCALE .........
CITY OF AUBURN, WASHINGTON
4
4, Stovovi sit, 'rhoit'likp W. 1.
PLAN & PROf iLE
R. ScIqE PS SHO v, i _t4 Engineers Planners STREET NORTHWEST.
L. M. rr
16WATER LINE *mum
E SPOKANE FOUSTON 7
PORTLANO SEATTLE BOIS
C*4ctiv S.E A 90 0102 ---- ---
. we*_
5
'O
Lf
55
-To]
45
PROFILE
SCALES: VERT. 1 5
v�
B. N 1. R.1R.
��., _ �.r�..�r w �. maw w �... r.�.w...i �.� �. wa�w� w �..�.�+. .��—..�a.a`�•. �. �.. ..�w�r� _ �. ����� — .r. .............. w ..�.�.....w w ���• ..�. r .n....r—�f s r. a.w—.�..+ ... r ..�...w..�. ... w �+....�.�..�� w ..w.�.�wr w .+ ..i.n..—.mow �. .�. ..�w.r .r. �. r..�w.. .� �.. �.�...rr..�+ a..r+�..�.r.� ....
t
-i-+-t-r r-t 1-t-+-+- - --T +-i r ----e-i-++ fir, .-- -�
+i-t tt i-1- i-i -Fi r+7�-t-i-r-�-i-�--t-�--� -�� T' i-+ L ��-
-r-i-�-+-i-+-F-f-f-+-+-+- �-^F.i-it+-i-�- • �,{...i,_F_f__�{_.;_}_}.�..�-+•-}-F-�-i-�-t--�-i-+f-+-i-t- -T--F-i-+-�+-i--t-+--1-
w �... �.w.�..�+•� r. w. .dr.�f �i �� -�� w �� ir.+.�� �� .r a.�.�. �. — .r.rw—+� . w —_ ur w �....�•.�� r. �� �.�vw��. w r. wu�.�..a..�.r r .� �w�.�...r..� � .�. ar.��� sr. ..r o�a�o....+�•� .� j �' w ..+sorry..+.. ;�+ w.c' � �� E �_ __ .. .....�±w�...
-
A OR -VACUUM
' ��' ? .� � ✓ � i �1 m
i
0
-- - __ __ _ _i -•----- --- �___.,_-/_-.
Vf
:4- ETA53+52 ST,4.54+84V
•I t
S� rn i + m i co + BOO"- of r- v)-'_' , E ,(� ,Z '_-C = : z` ►.1�d \ Ly 1 X, t
In
t i(�"'+ � wj lac" S�ihfD rL.Ot�i �4VT EtvD Q c1 _ 195TALLE D 2
} � � (� - GORRECATED CULVERTS__-_._�.
`J AUBURN/ SEWAGE L GOON � � r
C!?'Y Ole � r
W r
OW o�= Au5ulzw t 3
PROPEZTY L1�-e J
� t
� r
o � t
d
4--
J
v
Q
75
70
65
.c
55
50 I -- --- —_
45
STA. 31+9 4
Ml 'l_ EE `hi bra"
BL1WD' FL AVAGE
EA6t-ENd
ttc" bu Tear- ` v4ANE
NOTE
P\LL VALVES ARE DRE55ER 1974 _
ALL FIRE HYDRANT-5 ARE MVELLER
PLAN
SCALE: 1 " = 100'
3?F00 324.00 34+00 36+00 38100 40+00 42 +00 44+00
PROFILE
SCALES: VERT. 1" = 5'
HORZ. 1" = 130'
LSTA:---a RCECr/off PE' 0ZW-Self 1VAt"
k,4AwrM S;_At, AS _SHOWNi [).lc 4 77 �. n ineers Piannor.,
��/�/ PQRIj Ar4O 'it.AT[LE tiiA SPOKA!�L
�: H'Ju iv`
i
_ - H� ► _ , [ V F! _ S E A 90 Ot 02
4 61�00
-----_.__—_ 48+00
F Mo
52 � 00
CITY OF AUBURN,' ASHINGTON
W.1. 107
16)°' WATER LINE "B" STREET NORTHWEST
j
C�
a
I
' "i L. b
NOTES
IhS ALL !6" x 12" TEF WY12'•
BUNS FLAZ\JE
(D
i6" BUTTE VAI, /E ,LI*;E VALVE)
FIRE i4Y{'ram' -TT ASSEMIrY SEE
DETAI
75
70
65
55
50
45
54+00 56+00 584.00 ,,r, s 60+00
f
�E y-a s- � g '��
PLAN & PROFR = C� Ao
78? W_/.5.2 .7
4
O
U)
w
Z
U
Q
75
70
65
1
crc1 �5 ri
0 0 45iA,10-r05 1
pn 3uYTE•R PO? Vp4_vE !
d 1
B. N. /. R. /R. '
r. _ 1��� i _ i�Pl�■O� _ i � �� _ � �. r1�i.�� �� r ��r. �� �Y .FYI r�lf'1•� �R �.'� .i �' ���� .�• �MI��. r Il�.w�.11� i �. ��� . i ��� i �r� �� ^�• �_�� M �� � ; !� .� �� .�w�re w.� �� ..+sr__r •�. �� ��Y.�ia •�� �w 7� �w.w�� •�� •�■ ���� ��� _
ZV—_ _1__�_ _• l ■
�, r �.a * .r �.._w�rr_� .■✓ � >-LFy( j �^_� 1 ��wwn� �� wws�•�rr r F
_J1
c! 4 - _ �' 4 , ,B as %RG E r /t/. i�;� ;� I _.�.,._.........
5T�4., pQ �4.cop" # ��, S �E� + 1 + �3 .Q $ ! !(! I ! ! pow-t NEc T ; ,
I ! S ►� R valve �` °' }- 1 i i t W
Ic
1 VAL_V E BOX
4 To BE Ft t'5HEO
d
r
��
a Co
R N
� s--
TO �Ai�TR�R
t1.5
i 34-
N
60
9
55 `� ----Q
50
ZA
j \EX0 -r, CULV•
45 __.__. ------ --
i
i
I
- --
! -1y 4uT E
i
Q0 � AL:L_ V^LVES._. ARE.. -PRESSER . 1974__ _
ALL FI R E._ N Y D R A RTS A R C_.. M V E L. L. E R -- ----- _-------_-- ___-- -.- --
PLAN
SCALE: 1" -100'
a
I I
f � ,
r 1 i
Ld , OQ
W
i �a
no --
I
tI
vro
--
In 4 Q a Ly 2Lu
v>
_tom
H - � 4 d i r� � Q CDI
End+GO 62+00 64+00 66+00 '----"--- —6 �------_ 70+00 i 72.400 — � 74+00--__._---
i
PROFILE
SCALES: VERT. 1" = 5'
t ��
HORZ. 1" = 100'
71117T sT.Q�it�p•PEGTioNs. Z�Eit' �1�_Se�2Y y �►�I-L. Es►GnAPPROVE
-- E M.L.D. --- O
Stt-vc-1<it4. 9rhoutip!tio s 8L Huntyevoi, Inc.
I caAAM L.1A-rj. --- SALE AS - SHOWN 1 4 77_ _---_ nP.R
Engineers/ Planners
SE a 9 LA., SEATTLE BOISE SPOKANE HOUSTON
NOTES?
`.=.J INSTALL 16" r. 12" TEE W/12" ,
BLIND FLANGE
16" BUTTERFLY VALVE (LINE VALVE)
OFIRE HYDRANT ASSEMBLY SEE
DETAtt.�
+4
04. WATER SEMI IGE COtJWCTimis SEE iicTAiL ? S.
W,
70
65
55
0
I
I t7E45
...
r� E)(
76+00 78+00 80400-----82+00
CITY OF AUBURN, WASHING"TON
w I. 10J
16" WATER LINE "B" STREET NC)RTI--iV"VES'T
I __ +a���n.rrn,r+rs.a awns ,.war
.4,06-Ria �_11,
AS BUILT
PLA,1 �.•_ �. DATE JdL 's
—_._—_Jl,as}�y■n�/�laeNOWrwir.�w�wr�ro■wwarrr
- Sr9y
STA 59 + I 0
NEW 16" VALVE, I6'X12"Tt
STA 59+00 - - -
'r 16" - 450 EL �-
1 - 2,
cuA, fo A
L59 +00 AN U, N
c 2 I
B. N. L -R-. R. -�
CL B_ N. I. R.R. R/W
i
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EXIST. PAVEMENT/
Y/ �• SURVEY CONTROL LINE
ems! I�I�Y�
I
❑ CONNECTTO
EXIST. 12" VALVE I r WSTREET N.W.
I
REMOVE EXIST,
CONCRETE SLO I
72" $ I ( a
� J I 2" W
I
EXIST"- P-"- �ALV- LINE._TO:_bAIRY
SURVEY CONTROL LIN I - c 5 Z" G
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1
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EXIST. PAVEMENT
SURVEY CONTROL LINE
: r_— AQANOoNED
m"
48" S S
2 W
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WI
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w
n
B. N. 1. R. R.
'�_ B. N. I. R. R. R/
11-
STA. 81 + 90
I NEW I6" VALVEs Iron CROSS,16`XI2" RED
PLYq TO WEST AND NO
I 16._ BUTTERFLY VA I TV E -1974 DRESSER-
cli I
I'
— 2" W _
�z B" STREET N.W.
W
cn j CONNECT EXIST 2" WATER LINE
N a I FUOM THE NORTHjABANDON EXIST.
2 TO THE SOUTH
_ur1LITY LINES 8' DEEP
W
CONNECT TO EXIST.
12" VALVE REMOVE EXIST
EXIST.
24" � M.H. RING & COVER
GROUND
RFACE
PERFORATE WITH MIN.
6 SO. INCH AREA
/
24" O RCP M.
SECTION
FILLTO TOP OF AIR
RELIEF VALVE WITH
H.
MINERAL AGGREGATE
INSULATING MATERIAL
3" SHUT-OFF
VALVE, CRAN
NO.438 OR
EQUAL
FILL W/FREE
DRAINING
GRAVEL MTL.
UNDER 16" 0 D.I.
AIR VACUUM RELIEF VALV
3" COMBINA-
TION AIR
VACUUM &
ELIEF VALVE
�i E SPECS)
NO SCALE
TAPPING
DOLE
_ ftG RAJ.. R R 4 C.V_ EFL
K I
- I r WEST O F HEW l�ji° J�/j /� N _. - _ CONCRETE THRUST CLOCK ;' N.S.T. EXIST. GROUND 24" O C.I. M.H. COVER &RING y
W LL
STA 58+15' W r
F 45°
SCREWED }
N N.P.T.o x
r V) I 1 -
r _ _._ FIRE HOSE
CAP d 1 24" (b RCP MAN-
= I 3 I i CONN. r-r. HOLE SECTION
�-
?; PIECE -
E 0
I WATER MAIN
=AT LOW POINT
O �$oc
4" TAPPING I
1 NOTE
` 1 1/2" DRAIN GRAVEL SADDLE
C
p M Q 4" GALVANIZED ,
30TH AND"B STREET CONNECTION I _______ALL_VALVE 5 ..ARE_.. DRESSER 19 7 4 _:_ 37TH AND B STREET CONNECTION � STEEL PIPE �
4 GATE
SCALE I" = 20 -- —_.�._ E
2 4 _ A LL-:FIRE. HYDRANTS ARE. MUELLEF�__-._ __.. SCALE I'� 20' 3 I 4�GALVANIZED
_._ _.T_ _-- — STEEL PIPE
1' -
f TYPICAL BLOW OFF DETAIL 4 t
NO SCALE q.
I
S
a
t .
2-21/2„ NST_
1 -41/2 NST j
EXISTING PAY WIDTH r
EXISTING METER PLACED CONCRETE AGAINST UNDISTURBED PIPE O.D.+4', SEE 12" C.I. VALVE BOX, r
GROUND AND METER BOX SOIL, FORBEARING AREAS. SEE CHART SPECS
SURFACE BELOW. 3" A C. PAVING
t _ —
=`NEW 3/4" OR 1" 1 � ^ _ _, ^ 1
ANGLE METER STOP' I r ��_ �� �/ \�/�\ ~'����` s - 7A'
/Tivy�. �•yiJ ���WITH GROUND KEY1JD
EXIST 2" WATERLINE s; 1 "o - �•• t _` 6` BASE COURSE N ''�u� TO BE ABANDONED - — --- v 6" GATE VALVE
NEW 3/4" OR 1" COPPER ,0, pSERVICE LINE oo ', , O oc MECHANICAL
EXISTING UTILITY �i p°' NFLANGED X
`°-' P d NI MECHANICAL v O_JOINT
Z4 .FOR OBSTRUCTION �-� CONNECT TO EXIST. METER �: • - _ _ THRUST BLOCK ~w C SUBSEQUENT BACKFILL, JOINT AS REQ'C v a o g n ,.,,NL.r/aTllla
0 . .
> _PAY IDTH
p NEW 3/4" OR 1"
CORPORATION STOP IF AN EXISTING UTILITY OR MAX. O D. MAX. pO 0 PkE
+ t••-
t_ OBSTRUCTION HAS 2'- 6" OR I \ _
LESS COVER, THE SERVICE / \ iv 0°0000 ° 00� o°��I
NEW WATER MAIN 0
r, LINE SHALL BE PLACED BRANCH SIZE USED TO ° ° 0 ° °�°ee \
l o ° o 0 ooQe o° � 6" C.I.C1PIPE $
UNDER SAME. DETERMINE BEARING AREA TRENCH WALL r a o 0o aoo� ; LENGTH VARIES TEE WITH 6" FLANGED
0 e•o, 461-• • • .0 3/4" SHACKLE OUTLET IN WATERLINE
NOTE: SEE SPECIFICATIONS • SPECIAL ANCHORAGE - l INITIAL BACKFILL RODS
FOR JOINTS LOCKING REQUIREMENTS �V OE WAS i
1/2 CU YD 1/2' 8" 16" x 4" PORTLAND
h
S -
CLASS "C' BORROW e' ' 4.
. • - .- : •b. o .°. ,; 1 x �Q r
o e : p e. a • MIRGRAVEL CEMENT CONCRETE h ?
BEDDING WHERE REQ D o SUPPORT BLOCK
U ` °
/.ram/ 1325d
EXIST. GROUND SHAPED TO FIT CISTERN`'
CLASS D BEDDING �SS�ONAL ENG�
AND RESURFACING DETAIL FIRE HYDRANT DETAIL 8 'g
R WATER SERVICE CONNECTION HORIZONTAL THRUST BLOCK DETAIL 6 TRENCH A 7 2 4
LI. NO SCALE I 4 NO SCALE 14 NO SCALE
NO SCALE 5
,... _..... ... ...,�.. ,. ... _. ..-.,, _. .. ,...«. .., .. n.. ..+. .ry: . ..... ... ._ r. .. +a-n+r ..w �..�.. ..-. ,.. w..,...,... ... ..r....r-........ ..,.. .�.. ... .• r.. ..... a. ..... a.. «.,.- .,:... .,.. .. .. .....o �. .......,...r. ..n. a... .y:.v.uw._va ..r .. s.r. .. ,.. x i
ILT M.L.o. _CITY OF AUBURN, WASHINGTON4
t. i t . 1 e i_iw Ck k'o; r i[ J ;, 1 4,4;'u �y a2 , y '. CPA
" L.M. R . ? AS SHOWN 4 77 + s.
1 3 r DATE He '' �Ao 4
_ - _ _ ADDENDUM NO. 1
V.yv S.E A 90 01 02 ` r, 16" WATER LI E
w` a
_.-- --- _ , .,, - E T DETAILS
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1 .4.•ai_. ..+:w+.,.r'.aJ . ."!'•,• V.+: •: �...IV: ri'• ::^. .', •:',ti ♦. ... • _ ,. ... �..: �'. :.. ta4"-. :. l".::• Y�.-_.I. f�.i' .ty a. -.r .�:rtl:.... i _ ... •C°._,r7 '�Yi �.., .JL. n. ....\ .1.. t. ... R. 6 ..rft. . e w Iti .,`•4 �[ /.".eK 71A .•. !..'A.. T. S.id.,d. S '1 a� ._- _ fy/ � .—. /7
FITTING OR
BRANCH SIZE
THRUST BLOCK BEARING IN SQUARE FEET
900
1 45°
1 221/20
11 1/4°
ES a BENDS
12"
10.4
5.7
2.9
2.0
10.4
16"
18.4
10
5.1
2.6
18.4