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Call 2 Working Daye Before You Dig
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
NW 1/4, SE 114, SECTION 29, TOWNSHIP 23 N. RANGE 5 E, W.M.
FIELDBROOK COMMONS
HOLDINGS LLC M� � ........... •� •���•� �µ SJS xoxizo w nY°veii ssi
D.R. STRONG 2 FINAL REVISIONS YLP l MAJ oeSIGNM AS NOTED
CONSUL FING ENGINEERS 3 CITY COMMENTS ONN 03.21.14 MAJ MAJ
4 CITY COMMENTS V1P 04.03.14 MAJ aw�wx:
ENGINEERS PLANNERS SURVEYORS YI.P cx� E wCx
6287TH AVENUE KIRKLAND, WA 98033 cxecxeoMAJ •r OT E IN
0425.827.3063 F425.8271423 s x axe w
xwx.tlrstromJ.crom
NO. REVISION BY DATE APPR �^� IIAI 5001E'1C0"p1N4Y
PIPE SCHEDULE
PIPE N0.
LENGTH FT.
SIZE IN.
TYPE -
P1
5
18
LCPE
P2
37
18
LCPE
P3
18
18
LCPE
P4
124
18
LCPE
P5
177
12
LCPE
P6
93
12
LCPE
P7
23
12
LCPE
P8
91
12
LCPE
P9
230
12
LCPE
P10
33
12
LCPE
PIT
15
18
LCPE
P12
77
18
LCPE
P13
85
12
LCPE
P14
67
12
LCPE
P15
139
12
LCPE
P16
56
12
LCPE
P17
9
12
LCPE
P18
65
12
LCPE
P19
81
12
LCPE
P20
56
12
LCPE
P21
70
12
LCPE
P22
78
12
LCPE
P23
105
12
LCPE
P24
133
12
LCPE
P25
11
12
DI
P26
8
12
LCPE
P27
32
12
LCPE
P28
80
18
LCPE
P29
9
12
LCPE
P30
67
12
LCPE
P31
70
12
LCPE
P32
86
12
LCPE
P33
70
12
LCPE
P401
94
12
LCPE
P1401
140
12
LCPE
P1501
125
12
LCPE
P2301
44
12
LCPE
*LCPE -LINED CORRUGATED POLYETHYLENE PIPE
DI- DUCTILE IRON PIPE
DRYWELL TABLE
RT IN
INVERT OUT
SOIL TYPE
GRAVEL-
I TRIBUTARY AREA
TOP OF TRENCH
BOTTOM OF TRENCH
S.A. OF DRYWELL
VOLUME OF DRYWELL
3.60
41360
SANDY LOAM
380
3060
414.60
409.00
216
1210
6.67
416.67
SANDY LOAM
380
8940
41767
41300
775
3620
0.30
420.30
SANDY LOAM
380
6000
421.30
417.30
575
2300
0.00
420.00
SANDY LOAM
3BO
7060
421.00
417.80
880
2816
2.10
422.10
SANDY LOAM
380
6275
42310
419.40
645
2387
6.00
426.00
GR. SANDY LOAM
380
2500
427.00
425.00
510
1020
7.10
42710
LOAM
570
2940
428.10
425.75
725
1700
6.80
416.80
SANDY LOAM
380
4840
427.80
426.00
1030
1850
6.80
426.80
SANDY LOAM
380
2465
42780
425.8
510
1020
(PERVIOUS TRIBUTARY AREA.
NOTE.•
CCTV STORMWATER DRAINS INSPEC77ON POLICY.- THE PROJECT
DEVELOPER SHALL PROWDE THE CITY W17H A CCTV WOEO
INSPEC77ON OF ALL PROJECT STORM DRAIN LINES PRIOR TO CITY
APPROVAL TO INSTALL THE PROJECT CURBS AND /OR PAWNG.
THE DEVELOPER SHALL CORRECT ALL DEFICIENCIES FOUND
DURING TELEVISION INSPEC77ON AND SHOW THE CORREC77ON W17H
AN UPDATED INSPECT70N CCTV VIDEO. MAXIMUM ALLOWABLE
PONDING DEPTH DETECTED BY WDEO INSPEC77ON SHALL BE 0.5
INCHES. FOR APPARENT 'WATER 77GH77VESS'DEFICIENCIES
IDEN77FIED BY THE WDEO INSPECTION, THE CITY MAY AT ITS
DISCRETION ACCEPT PROJECT DRAIN LINE(S) FOR WHICH THE
DEVELOPER DEMONSTRATES MEET STANDARDS PER WSDOT
STANDARDS SPECIFICATIONS, EXFIL7RA770N TEST -STORM SEWERS
[7- 04.3(1)BJ OR LOW PRESSURE AIR TEST [7- 04.3(1)E] OR
7- 04.J(1)Fj
4111 CITY OF
R RENTON
Plan ning/Buildin g/Pu bl is Works Dept.
C�
R- 311821
I&
NORTH
GRAPHIC SCALE
`� 0
2`�
1 INCH = 20 FT.
RECOMMENDED
FOR APPOVAL
BY
Date:
BY:
Date:
BY:
Date:
BY:
Date:
FIELDBROOK COMMONS
DRAINAGE CONTROL PLAN, SOUTH
17040 108TH AVENUE SE
RENTON, WA
vux
04.03.14
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