HomeMy WebLinkAboutzR-3799 Seti
AS BUILT
SR 515 MP 6.77 f0 MP 7.24
PUGET DkiVE TG GRADY WAY
KING COUNTY
w�S IhLTOY ST ITE HIOHn •"r'MrH1cc10^:
�Hi�iC` T ^( HIf.Hn.1YE
UtOLYSIPIA n1SH —TON
ME '. ERT I NCH = --FEET
S('YLE H011 1ITCH C. r5' MI!E
STaT10 \1 /G•<SC)IO 111ilOh 9'fi•y'+."CO.h'STRUCTEU LEhLTH c,r>Mi cr +A'•: i'NN(!MN c•.r_ nv[.
(01TRICT %0 COhTR.SCTUR NEAT 10 7.5
w�iHn e....::" �• ^r^ 4" 1973 MARK COHPLETEU GE�E.sc, do FAF7
RESIUEhi Eh I-IR 1".1 N """19-
>uT DIRECTOR OF HII:HnnYS
n
T1
INDEX INDEX (CONTINUED)
r- -r RI _n 1 7 1 T I
SHEET NO. -TITLE
INDEX SHEET.._
SEE SHEET No
VICINITY MAP
2
SUMMARY OF QUANTITIES
3 -ROADWAY
SECTIONS AND DETAILS
ALIGNMENT
7,8 _ROADWAY
_PROFILES —
9,10
S T RU CTUR N 0 7ES
11 1 2
DRAINAGE 'L AN
13,14
DRAINAGE PROFI L ES
15,16
CHANNELIZATION —PLANS
17 18
ILLUMINATION a SIGNING PLANS
is
LIGHTING DETAILS
20
SIGN. SPECIFICATIONS-
21 ___SETTLEMENT_
INDICATING DEVICE TYPE A
Cn�
22
SPECIAL CONCRETE HEADER
_
L'i
SR 515 MP 6.717 T) MP 7.22
PUGET DRIVE TO GRADY WA ?
KiNf, LUJ4tl
INDEX
Doc A.
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STRUCTURE-
NOTES
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GENERAL NOTES:
V
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A. Use Type B OR D Coupling Banda For All
The first number of OLL LL I
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l'i I
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Meta! Sewer pipe 12 Inches Or Greater
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'CDDE DESIGNATIDN' Q J JJ O, y N
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9. Type ^ cower Trench Construction To
a
plin9 The 3lC011d nunhlf x LL N V
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LL m a
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W 1 W -, W W
w -o'x s
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Be Determined By Engineer.
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refers to the construction V
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STRUCTURE
NOTES
• WA•N.
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LODE DESIGRATI011
efers to the sheN
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lans. The second numer
refers to the consl ruCtl on
feature found on the
particular sheet.
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GENERAL NOTES
A. Use Type BorD Coupling Bands For All Metal
Sewer Pipe 12 Inches Or Greater In Diameter.
g, Type Of Sewer Trench Construction To Ee
Determined By The Engineer.
CY
CY.
IL.F
LF
I
L.F
L.F
L
L.E
L.F
LA
L.F.
•F
p
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C'Y
REMARKS
CDDE
DESIG
NM ION
STATION
CY
C.Y
CY
C.Y.
f / f . 1 -19, Solid-MACover,
--
I I -2
41 +90 Lt.
+?l
sae
et.a _Iem
+oat
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sit
i 5
f
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1
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414 +10 Rt
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no
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...._
S.D. to new .. -
Gp11RrJ RR10 �a�de ..
-- - � -- �-
15+ 54 10 417 +75 L}..
+s+ 1Q 415 +sp Lt.
15_ +sa
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15.5
_.
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+-
21
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1 1 -
II- 21
+50 417 r OO
4181+00 Lt.
--
at
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a -e
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�etall fM Rheet.NO. a _._ _..
1 1 -221418
II-23
I I -
+ 0 Q 917,1+ <t
18 +00 Rt.
+ 42t +15 R t
+15 1 t "_
- .'
-
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--
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-27
11-28
L • t2 42Q+ IG�t..
19+85 - Rill
a�Ylesr�ereWWw•F4r�a•_W_
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-
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9t 28'Lf -- - - --
-;1
II-
204101t_ _
0+io Lt.
20±Tq Lt.tG421 +I5 Rt.
ll-
-- --- -_
I -
I ¢421
+ Aft IN
+1510423 L
-Lt
F31t
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5
L9,1 3$I.'1 23:'L
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a
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3co L:+.+ M,F,
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AL
1, Acceptable alternates are Treatment 5 Steel Sewer Pipe, 0.064 inches Thick, some diameter,
or Treatment 5 Aluminum Sewer Pipe, 0.060 inches Thick, same diameter,
2. Acceptable alternate is Treatment 5 Aluminum Sewer Pipe, 0.060 inches Thick, same diameter.
3. Asbestos Cement, Concrete and Bituminized Fiber Underdrain Pipe Alternates unacceptable,
Vitrified Clay, Concrete and Asbastos Cement Drain Pipe Alternates unacceptable.
5 Cap end of 6" Stubout with temporary device capable of being removed at a later dote with
no dam-ge to pipe.
f Correct e,isting 8 inch Drain Pipe to 12 inch Storm Drain
SR 515 MP 6.77 TO MP 7.22
PUGET DRIVE TO GRADY WAY
RING COUNTY
STRUCTURE NOTES
WASXWGTON SIAM XIGNWAI COAUAlIf10N
DIP <f3M T Of WIG'IWAYS
OLYMPIA. WASNe1GTGN
e...rt, .,�. 9 M a 1 s•Nr 9 a 2 2 -11
OR ii ,
4
a;
N
O
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i 7
WW
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ao�
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T 23 N. R. 5 E.W. M. \ \
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V11KH J1. r*A%..ri.._;
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101-1
// F+
Q, ��
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(� �5
a Zip -Rap o� , .,
of o'N /
S. R. 515\
END OF PROJECT 5.R.515
P. 07 5TA. 433 .83 =
P.O.G. 5TA. IS + Z x.35 —GRADY WAY
i
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a '9
°\
Sporlol
Hoedoq
O
v _
we9 �a.o� NoT 2oL �os \
,z i5 a BURNETT ST. ( not o P en)
MIL. CITY Of RENTJN .- - -- — I I - -_------------ - - - - -- \\
I
2L J
id slam � I II
L
100 0 100 200
5cnla. in Fa.et
O J
lo®�MM�I
LEGEND
SR 515
PUGET
EXISTINA
PRO COSto
D CSLRIFTION
p
D
M"IOLL
CATCH BASIN
CATCk
DRAIN I'll"
-„-
Flac NVDa4NT
r
VA7"
wAT MSTG0.
c
_. �
1
._...�
DITCH
—
100 0 100 200
5cnla. in Fa.et
O J
lo®�MM�I
9".8,19,72
..r..o ...•9�s1 xa.r
12 a 12"'
fR 5,112 7
MP 6.77 TO MP 7.22
SR 515
PUGET
DRIVE TO GRADY WAY
Kma coufm
p,QgiNgGE P[ QNS
w.swNOD r
;
9".8,19,72
..r..o ...•9�s1 xa.r
12 a 12"'
fR 5,112 7
o.
n
C
c n
E
n
I
II
I
I
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I
BEGINNING OF
PROJECT 5.R.515
STA. 410 +23.67 = I
5TA.10 +00 —PUGET
DRIVE.
I
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3 I �
�7'E
RNETT 5T. (vacata
T. 23 N. R. 5 EW. M.
° 93
I
4
IIg
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ilk �
- - -_pT &T — _.
•r. 19 -
-405 A
p Er sT mRIED\ ��
11 gT�Rrvt O0. _ _� /EXIST. O' W.5 `DR
USES
RESERVO R
== A h
100th. Ave. S. (riot open
I
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BURNETT 5T.
N
I W
--9-1
— -- --�BT I� WAS�,NG i'JN NCTIIRG� GnS C
®)�
\
q� Sta.421 +92.41 (SR.SSS)• I 3oO
Stn, 10 +00(R.M— VilkH. Place) O
I N
to
\ � �nrm>•immmrrrr�rrr I
I
\`
SR SIS MP 6.77 TO MP 7.22
PUGET DRIVE TO GRADY WAY
RINO coum"
ORA 11VA6E PLANS
WAS 1NDlON Sufi N16NW11`COMMItRDN
LEGEND
SOG O 100 200 Dsr <nMfNf�or
/.'1 Rtr I.,N SpINDld1
Eff15TIN0
PROro.to
DESCRI-roN
SCala. Itl F02t
!'
O
MANNOLE
.�•�,�'W ..
,._. ...
��•
- -
s
CATC.0 BASIN
DRAIN PIPE
....... ��
FIRE Nr DRANT
VA1NE
O
WATER METER
DITCN
AaD.B, 197.?
3R SrS/ T
UL
C,
O
0
25
as S +ruc+
,j oft. 11-35
422 47.3
SR 515 'MP 6.77 TO MP 7.22
PUGET DRIVE TO GRADY WAY
SUNG COUNTY
W-INOTON StATE M
j . m . [GHWAY CW.y
-SWN WAl- �l ox oaYMrENu.
Dar. 8,19
9467 sNxT 1j n 2,2 —
SR F, il, ,