HomeMy WebLinkAboutR-423866Ill
C
B
A
5
EA A (Al-A31)
4
3 1 2
GRASS
CI]
r \ / / � � i x �- ems- -1 ,
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RIM .5
- - - - - - - - - -----�-
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IE 1-8'$8 1 HP f9.26 F1-El 1 G12:1158 A I
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f _T - \ / •,\\ �l � �) \ \- III i x� I � �
,GK-2. T
a /
Er
// / 1/
//E-
GK-5_
GK-6
/
/// /., 15.00'
J �
r A2 / / / �� IE 9.26 GK-8 -` �
°
IE 19.26
.. I _ �
°
i
O
14 // "T� Lv
7CL
w
IE 19.26 GK-13 . CIL
0 4-
--- o --- o` _ / I IE 19.26
_ i%. i
o ��- O
��� • I;26 ii GK-15
/� /�
S i
TEST PIT 81
►.
TEST
TEST PIT A1-�-)
IE 19.2 GK-19
0
IU66 GK-20
SG 20.50 / 15.00'
i�
F�T19.26. <> GK-21?/• •�/� TYP�� �
NOT LOCATE
19.26 / 1I • G-r�ON SOCK
POLE
UT / l // / IE 19.26 .� / GK123IE 19.26
J
SG"20.
-MATCHLINE SEE SH LET F132
DRAINAGE NOTES
_18.88 F1-W2 10.26 , 1 F1-E2 IE 18.8 �� 1
_ J / 116 LF 4" PERF., S=0.3 • �• +� 6 LF • 4" P ERF., S=0.33%d0
_18.8 � 1-W3 HP 9 '2 IE 1 I ,
•13 6x -LLF1`4 PERF, S=0.33%�\ 11 4" y 'PERF., S=0.33% _ I r
18.88 \ 1-W4 1 HP+9.26, } F1-f4 IE 1 .8 „ I I
116 LF 4" PERF., S=0.33% 116 LF 4" PERF S=0.33%
G]
_18.8 3 F1 W5 HP- �� , IE� 18.8 II
•116 LF 4" PE S=0.33% / 1 16 LF • P S=Q.33% \ „ I x
o \ II
��F1-W6 �+ • ��F1- 6 _ l II I 1 z.
0.33% 19 6 ELF 4 ERF., 1 4 PERF., /-0.33%\ \ I { :�\ TDCB-1
_18.88 (� -W7 HP 19 26 � F1- � 18.8 " � 1 I TRENCH DRAII'
116 LF` 4" • RF.,/' =0.33%,• �+ °} •6�LF�4" PERF., S=0.33% 1 II CATCH BASIN
\ " I M 21.42
15.88 1-We/ H P 1 .26 1= IE 1� .8 �I � 5 19.46 0
116 PEF�I., S=0.33%�+ 1 1 LF 4" P P, S=0.33%/'
( a � II
_18.88 �. < - „F1-W9 WP�19. 6 • �-E_ IE 18.8
1/12 LF 4 PERF.
( S=0.33% 1� LF�VPERF,S=0.33% P 51
.� �O�50 0
18.88 F1-W10 HP 19. 6 F1-E10 IE 18.
Lf I,1
116 LF 4"-PERF., S=0.33co
� +16 4" PERF., S=0 % �I ��
T8.881-W1 1 / + ) , �F1-E1 1 IE 18.8 I II IJ ° o
.176 LF 4�PE�F., S �.33% (�1 16 LF 4 PELF., =0. %• I -
J �• I
_18.88 F -W12 Hp 111 Fl\-E1,2� IE 18.
176 LF 4 F., 5=0.33 0 01.5A "TIM 1 •6 LF , `S=0.33
$G 19.92 /
Fl 77T3 �•P 1 } , �F1-E1
4 PERF , 5=0.3 s,1 •6 LF 4 PERF S= .337 bPE
/
_18.88 �1� _ I 19.2 F1-El( 4 /" 18 I =6.50x °
'll � v
•1 LF 4" PLRRF�, 0 1 16 LF 4" PELF., S-0,r33% /
BUILDING
- R57.7,
r _
_ _\ 0 I I / I I s X SDX-
_18.88 Spx -Him 19.2Er �; FV- • f 1 >
�nx%I"I 6 LF 4PERF., } TLF� 4" Fes,$�-0,33%%0•/ II
k8.8 8 6__ �•• HP 1, �/� �� h61
116 LF 4 P ,, 5-0.33% 146 F �F'� RAF., =0. 3� •2 I, TDCB-2
d - _I \ " I I TRENCH DRAIN
18.88 F1-W1�7 HP _ / F� E,�7 � I 8. CATCH BASIN
.116 LF -4.rPER� S=0.33%�1-I6- LF PERF.-S-6-33% X II RIM 21.42
I Dx IE 19.46 Sox
_18.88 F-W1`8-- •--HP+rt9:26,�}------F7= rt8- - - II �I PHI -------
116 LF., F 4RS=0.33% ( 116 LF 4 P RF., S=0.33*a+ M pN inn
\ II I N R
•116 L�\ 4 PERF. S=0.33% 116 LF 4 PERF., 0.33%
r\ - /
18.88 F1-Wk I l / �6 F*-- 20 IE A -I -
pit
- 116 7XPERF.,1S=073;�W II I co s
�1
18.88 F1-W2 _
1 I V LF 4F'ERF., p�33%� + ;I-- LF 4" PERF, =0.33% I }
18.88 F1-W22 I \� _ HP 19.-2% 1 I I\ F1-E22 I 1 .8 II I ASPH q
-1 16 LF 4'-PERF. L0.3 c� + 1167F 4' PERF., S=0.33k• " I
18.88 F -W23 HP 19.26F1-E23 I • I "
co
1*16 LF 4 ERF., 5=0.33� �+ LF 4" PERF, S=0.33* II
� I I ` I x9
18. 8 F1-W24 I _ H P 19.26 F1-N 18 II
" -0 + 1 LF 4" PERE-, S=
1 88 a* F1-k HP 19.26 � } F1-E25
" _ - F
NOTE LEGEND
1. (INDICATES GENERAL CONSTRUCTION NOTE)
3O. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE)
1. SUBSURFACE DRAINAGE COLLECTOR PIPE CAN BE INSTALLED PRIOR TO FINAL
ACCEPTANCE OF THE FIELD SUBGRADE.
2. COORDINATION: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE
IRRIGATION PIPING IS INSTALLED AT A SUFFICIENT DEPTH BELOW SUBGRADE BEFORE THE
TRENCHING FOR THE SUBSURFACE DRAINAGE SYSTEMS TO AVOID CONFLICTS BETWEEN
SYSTEMS.
3. TRENCHING FOR THE SUBSURFACE DRAINAGE LATERALS SHALL NOT PROCEED UNTIL THE
IRRIGATION SYSTEM PIPING HAS BEEN BACKFILLED AND COMPACTED AND THE FIELD
SUBGRADE IS APPROVED BY ENGINEER.
4. TRENCH EXCAVATION SHALL BE MADE TO THE ALIGNMENT, ELEVATION, GRADE AND SLOPE
AS INDICATED ON THE DRAWINGS. TRENCHING SHALL BE ACCOMPLISHED UTILIZING
EQUIPMENT WITH SLOPE AND DEPTH CONTROL, SUCH AS "LASER PLANE CONTROL
SYSTEM", SO AS TO ENSURE ACCURACY IN THE BOTTOM OF THE TRENCH.
5. NO HIGH POINTS ABOVE DESIGNATED INVERT OR CALCULATED TRENCH BOTTOM
ELEVATION WILL BE PERMITTED. NO SLOUGHING OF SITE MATERIAL OR LOOSE
EXCAVATED SOIL WILL BE PERMITTED TO REMAIN IN THE TRENCHES.
6. SURPLUS EXCAVATED SOIL SHALL BE REMOVED FROM THE FIELD AREA PRIOR TO
COMMENCING ON THE NEXT ADJACENT TRENCH. EXCAVATED MATERIAL MAY NOT REMAIN
ON SUBGRADE.
7. PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE TRENCH MATERIAL.
SUBGRADE TO BE COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE
SUBGRADE.
8. EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO
PROVIDE FOR SPECIFIED PLACEMENT OF PEA GRAVEL BEDDING AT BOTTOM OF PIPE
ELEVATION PRIOR TO LAYING THE PERFORATED PIPE.
9. NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE, ALONGSIDE, UNDER, OR ON TOP OF
THE PERFORATED DRAIN PIPE.
10. THE BACKFILL FOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL.
REFER TO THE SPECIFICATIONS FOR THE GRADATION REQUIREMENTS.
11. ALL TRENCHES TO HAVE BACKFILL MATERIAL "CROWNED" A MINIMUM OF 2" ABOVE
SUBGRADE TO PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION
IDENTIFICATION. CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED
PRIOR TO PLACEMENT OF BASE SAND (NATURAL TURF) OR BASE AGGREGATE (SYNTHETIC
TURF).
12. DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PLACE TO
PREVENT DISPLACEMENT AND PROVIDE FOR ACHIEVING SPECIFIED INVERT ELEVATION. DO
NOT DAMAGE PIPE OR ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL
MATERIAL.
13. CAP THE ENDS OF ALL LATERAL RUNS. ALL OPEN ENDS DURING CONSTRUCTION ARE
TO BE TEMPORARILY CAPPED OR PLUGGED.
14. CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WITH A COMBINATION
REDUCING TEE AND REDUCING SADDLE TEE.
15. NO TRUCKS OR EQUIPMENT WILL BE ALLOWED TO DRIVE OVER THE TOP OF THE
TRENCHES EXCEPT TRACK -EQUIPPED MACHINERY UTILIZED IN SPREADING IMPORTED
SAND (NATURAL TURF) AND BASE AGGREGATE (SYNTHETIC TURF) MATERIALS.
BACKFILLED TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE GRADE AT
MAXIMUM 30' SPACING FOR IDENTITY.
16. COORDINATE SUBSURFACE DRAINAGE COLLECTOR LOCATION TO AVOID FENCE POST
LOCATIONS.
�Cw
SDX
►•C ■
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1
Ewm
:ET F132
DRAINAGE TABLE
LATERAL
IE CAP
SLOPE
LENGTH
I E [a
COLLECTOR
GK-1
19.26
0.33%
18
19.20
GK-2
19.26
0.33%
32
19.15
GK-3
19.26
0.33%
45
19.11
GK-4
19.26
0.33%
58
19.07
GK-5
19.26
0.33%
70
19.03
GK-6
19.26
0.33%
82
18.99
GK-7
19.26
0.33%
93
18.95
GK-8
19.26
0.33%
105
18.91
GK-9
19.26
0.33%
115
18.88
GK-10
19.26
0.33%
126
18.84
GK-11
19.26
0.33%
136
18.81
G K-12
19.26
0.33%
1 146
18.78
GK-13
19.26
0.33%
155
18.75
G K-14
19.26
0.33%
164
18.72
G K-15
19.26
0.33%
173
18.69
G K-16
19.26
0.33%
182
18.66
GK-17
19.26
0.33%
190
18.63
GK-18
19.26
0.33%
198
18.61
GK-19
19.26
0.33%
206
18.58
G K-20
19.26
0.33%
213
18.56
GK-21
19.26
0.33%
221
18.53
GK-22
19.26
0.33%
228
18.51
GK-23
19.26
0.33%
234
18.49
GK-24
19.26
0.33%
241
18.46
CATCH BASIN TABLE
CATCH BASIN #
TYPE
RIM
INVERTS
CB-1
TYPE 1 CATCH
21.00
IE (8" N) 17.64
BASIN
IE (8" W) 17.64
CB-2
TYPE 1 CATCH
21.00
IE (8" N) 17.02
BASIN
IE (8" E) 16.85
CB-3
TYPE 1 CATCH
21.00
IE (8" E) 17.56
BASIN
IE (8" S)16.85
CB-4
TYPE 1 CATCH
21.a0
IE (8" E) 17.68
BASIN
IE (8" N) 17.68
CLEANOUT TABLE
CLEANOUT#
RIM
INVERT
CO-1
21.50
1 E 17.57
CO-2
21.50
1 E 17.57
CO-3
21.37
1 E 18.93
CO-4
21.37
1 E 18.87
CO-5
21.37
1 E 17.57
CO-6
21.37
1 E 17.57
CO-7
21.50
IE 18.91
CO-8
21.50
IL 18.91
DRAINAGE LEGEND
� - END CAP
• 4" PERF. CORR. POLY DRAIN TUBING
1 %12" FLAT DRAIN TUBING
CPEP SUBSURFACE DRAINAGE COLLECTOR
OR STORM DRAIN PIPE
=GEERATOR
5 T U D 1 0
TENANT
SEATTLE SOUNDERS FC
159 S. JACKSON STREET, #200
SEATTLE, WA 98104
SOUNDERSFC.COM
OWNER / DEVELOPER
UNICO PROPERTIES LLC
1215 FOURTH AVENUE, SUITE 600
SEATTLE, WA 98161
UNICOPROP.COM
ARCHITECT
GENERATOR STUDIO LLC
1615 BALTIMORE AVE
KANSAS CITY, MO 64108
816.333.6527
GENERATORSTUDIO.COM
LANDSCAPE ENGINEER
D.A. HOGAN & ASSOCIATES, INC.
1450 114TH AVE SE, SUITE 225
BELLEVUE, WA 98004
206.285.0400
DAHOGAN.COM
STRUCTURAL & CIVIL ENGINEER
COUGHLIN PORTER LUNDEEN (CPL)
901 SECOND AVENUE, SUITE 900
SEATTLE, WA 98104
206.343.0460
CPLINC.COM
MEP ENGINEER
HENDERSON ENGINEERS
8345 LENEXA DRIVE, #300
LENEXA, KS 66214
916.663.8700
HENDERSONENGINEERS.COM
DEVELOPMENT ENGINEERING
Wanders 05/10/2023
ARCHITECT: MICHAEL J. KRESS
LICENSE NO. 12779
SEAL
SEATTLE
SOUNDERSFC
HEADQUARTERS &
TRAINING CENTER
s=0.50%
IE 18.30
CIE 17.00
®
0
®
SLOPE
FLOW DIRECTION
INVERT ELEVATION
COLLECTOR INVERT ELEVATION
CATCH BASIN INLET (CBI)
TYPE 1
CATCH BASIN INLET (CBI)
TYPE 2
CLEANOUT
TRENCH DRAIN CATCH BASIN
TRENCH DRAIN
19010AKESDALE
AVENUE SW
RENTON, WA 98057
FIELD CONSTRUCTION
ISSUE DATE: 05.01.2023
REV DESCRIPTION DATE
PROJECT NO. 21032
DRAWN BY: REF
CHK'D BY: EJG
SHEET TITLE
DRAINAGE PLAN FIELD 1 &
GK AREA
R-423855
0 30' 60'
SCALE: 1" = 30' DA HOGAN
02022 GENERATOR STUDIO LLC 4/4N225:40:59 PM