HomeMy WebLinkAboutR-381221T
00
Lu
—
SECA 9 T.23N. R.5E. W.M.
\% SB405-SB STA. 25+79.94 (47.95' LT)
EXISTING MANHOLE
ADJUST RIM TO GRADE
RIM ELEV. 51.53
\ /
T /•
K 3
POND S2.3 �i �, lsr CABS 52.3
-TRUNK 22 -�: - / TRUNK/ 34
�l�UNK 23 ,_ / j
DRAINAGE REFERENCE SUMMARY
DESCRIPTION
PROFILE/DETAIL SHEET S
TRUNK 18
DP09A,DP09B
TRUNK 22
DPll
TRUNK 23
DP12
TRUNK 25
DP13
TRUNK 32
DP16
TRUNK 33
DP16
TRUNK 34
DP16
TRUNK 35
DP17
TRUNK 36
DP18
TRUNK 37
DP19
TRUNK 38
DP19
TRUNK 39
DP20
POND S2.3
DD11A, DD11B
CABS S2.3
DD22
DRAIN PIPE DR12-12C
DP54
DRAIN PIPE DR12-14B
DP54
DRAIN PIPE DR12-18B
DP54
DRAIN PIPE DR12-44B
DP55
DRAIN PIPE DR12-19B
DP56
TRUNK 33
TRUNK 32 --_-) / i k /.•a
26
TRUNK / 8 / S
L _ j
TRUNK 36 5
x �
'/ �'• NOTES"
7 40$ �D-E;� '--'1 - = x -x / 1. 5 AND
_ N �'- � --_� ���� � SEE PLAN SHEET DD141 DD14
00 RELATED WORK ON 14TH ST.
1�4p�; DP141-DP142 FOR DRAINAGE
0 2. SEE DRAINAGE PLAN
0
24 o ENLARGEMENTS SHEETS DD30-DD33.
T N
_
0,,, - - - ---- - _ .
m
18
-
2 '
13 U _,.
- _ ,...._._ - - - - - - - - - 22 0 00
- - 19 72 y _ 6 TRUNK 39 SCALE IN FEET 1
UD-
�j
NB- - - E - I-466----
O&K'25 _ - _ _ _--
h - LEGEND
TRUNK
__ --_=-x----
•' ' " - �= -�'--_ __ _ - -- -- _ -- `-`-- -- - �f _ O - DRAINAGE STRUCTURE ID
40 AIBIL UTTER BE IN _ �' DRAINAGE STRUCTURE ID
UD 33C Bd IER' =0.S% MI `��� Cv =_ _ y - ® - - --- �__-e -a _ i T
V IAB) GUTTER TABU ` /' - - - - UD y '- x r /'- CONTINUED
a S EET'DR11. T : 4 DP 41 DITCH DITCH(43 "
PS ST ST - STORM SEWER PIPE
- 167 N ST . 36+57.13 8.02RT) 19 UD x N yea° pb
- - BEGIN, UN ERDRAIN IN. DIAM. 9 DP /�. R 5�
S �� FL-46.� F i �• /j ��/ � �p� j -UD UD- UNDERDRAIN PIPE
NB405 STA. 1207+ ( .08' RT) �
BEGIN UNDERDRAINAIN I 6 N. DIAM. DRAIN PIPE
-DP—DP-
FL 56.50 FT
13P,-Cj' STA. 25 99 _ - ; " CATCH BASIN
(1 8' SEE NOTE 1/ - f//d - was, f �i, i ❑
BEGIN UND D�A. '• m GRATE INLET
k�L ' 8 FT r /�
DROP INLET
SB405 STA. 1209+76.86 (23.29' RT)
N167-N STA. 40+99.00 (26.02' RT) BEGIN UNDERDRAIN 6 IN. DIAM.
BEGIN UNDERDRAIN 6 IN. .24 DIAM. FL 56.35 FT MANHOLE
FL 6( FT ® ROCK OUTFALL PROTECTION
r
N167-N STA. 41+53.62 (34.58' RT) p,TKINSON
EXISTING MANHOLE DRAINAGE DITCH
ADJUST RIM TO GRADE
E515 STA. 18+36.87 (6 9' LT) F /� I / .� RIM ELEV. 55.51 ,�� 2 4 201g�
EXISTING MAN E + F / . ��� SEE DETAIL SHEET DD14 �� IOFLOTRATION SWALE
AS —BUILT
�� ADJUST RIM TO GRAD % / +/ ' �? / 1,r Al BE
ELEV.5AD � � `, �� (��t /( r/ / G'O�S�RUU�'O,v ® - MEDIA FILTER DRAIN
nn'/ p FOR
T / �� �„ ��� /r/ �� RELEASE _ EXISTING STORM TO BE
REMOVED OR ABA ON D
FILE NAME c:\pwworking\nai\_xjzigweid\d0321992\CB811_PS_DR12.dgn
TIME 10:11:02 AM REV. 6 - RF10373 & RF10374 7/16119 REGION STATE FED.AID PROJ.NO. �R�oSWas2/c PAN REF No
DATE 7/23/2019 REV. 5 - RF10367 5/1/19 w �� Mir1-405 / SR 167 INTERCHANGE DR12
PLOTTED BY Jeffz REV.4 - RF10252 4/6/18 10 WAS
DIRECT CONNECTOR
DESIGNED BY J. TURCOTT REV. 3 - RF10242 3/19/18 JOB NUMBER
Washington State SHEET
ENTERED BY E. JACKSON REV. 2 - RFI0202 1/15118 � 571 158
CHECKED BY J. ZIGWEID REV. 1 - RF10057 6/16/17 CONTRACT NO. LOCATION NO. �sy Ec� Department of Transportation OF
PROJ. ENGR. C. CHEN REV. 0 - RFC 6/02/17 C8811 NA L DRAINAGE PLAN 887
REGIONAL ADM. L. ENG REVISION DATE BY P.E. STAMP BOX BATE P.E. STAMP BOX DATE SHEETS