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NW 1A SE 1A SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. '
W I W FIEL DBROOK COMMONS W l' SCHEDULE
00 Z � Z � PIPE NO. LENGTH GTH ( Ff ) SIZE /N. TYPE'
J
PI 5 18 LCPE
O = (� P2 37 18 LCPE
O V I /V P3 18 18 LCPE
4' WALL DRAIN ~ P4 124 18 LCPE
!Q W
DISCHARGE TH 50 LF DISPERSAL TRENCN !Q P5 177 12 LCPE
RIP RAP PAD •C (n P6 93 12 LCPE
_ s !. P7 23 12 LCPE
_ ! P8 91 12 LCPE
.,. .2425 L i
42q P9 230 12 .LCPE
428 i 2473 PJO 33 12 LCPE �. - --
.. P11 15 18 LCPE
P12 77 18 LCPE
lE 424.00 P13 85 12 LCPE
P14 67 12 LCPE
CB 1� lE 417.50 2 -4B "
P15 139 12 LCPE Po6 56 12 LCPE
O 427.8�_ - P17 9 12 LCPE
U E 478.T0 25+ P18 65 12 LCPE
w c 00 \ 50 LF DISPERSAL TRENCH I� P79 81 12 LCPE
Gc
O L x2 : " P20 56 12 LCPE
°' Q 428 e " ". P21 70 12 LCPE
PIA P22 78 12 LCPE
U I� , r P23 05 12 LCPE
P24 733 12 LCPE
P25 11 12 Dl
0 • 40+00. °
', ' P26 8 12 LOPE
Q RlM 427. \ 'RIM 41X50. r P27 32 12 LCPE l£ 420.1 O
IF 415.00 - r„
�` P28 80 18 LCPE
° CB 1 TYPE 2 -48'
P29 9 12 LCPE
m � QOM � -� � + � � �'� � e' ° ".. P30 67 12 LCPE
RIM 427.23 i - P31 70 12 LCPE
° P32 86 12 LCPE
J '.. • .. � . 42' lE 415.91 '°i " .
i
W ❑ p rybx r1 8' lE 415.41
? i P33 76 12 LCPE
P401 94 12 LCPE
LL a . "� E 423.00 vx O P1401 140 12 LCPE
P1501 125 12 LCPE
277 +60.00 1 P1401 a ; P2301 44 12 LCPE
-. M-424:39
T IE 427.59 27+ o
-LCPE -LINED CORRUGATED POLYETHYLENE PIPE
'. 1 '' 1 Dl- DUCTILE IRON PIPE
LEGEND
6
28 p
RlM 426.59
18' /E 41325
D430 , N
111 e
•
.a
I ... A
f_ + 4 COMBINED DETENTION
- +
_ WATER QUALITY VAULT
�. 144 X34' INSIDE DIMEN
- ' 11' UVE STORAGE
Q //'� 5.5' DEAD STORAGE
e r` _ 430 B CB 15 TYPE / \ E SEE SHEET C26 FOR I TAILS
I to /E 422.67 ORYWEU. 7Yt5 ' "
-• T � 17 +3444, 50.14'L
SHEET C21 .,.... 41 +38.00
- RIM 429.92
lE 42426
_
17981, -
...L
I _ _ °ACTIVITY 16 • ce n TYPE 2 -48'
°1970 /E 426.16T a' '• +
CENTER - t a� ° RIM42 .288 ° 1E 13.43
EAT! lE 4/343
/ - 1799 - _
a
/ - - -- 430 \:- •k'b
436
,94, m
2060 23 PERVIOUS CONCRETE
NOTE.- PERVIOUS CONCRETE TO TOTAL 4,705
► °o
!s
li■
I,
Lei
►�__
..
,94, m
2060 23 PERVIOUS CONCRETE
t SF. SEE PERVIOUS CONCRETE DETAIL ON
SHEET C17. ACTUAL LOCATION OF PERVIOUS
SIDEWALK MAY VARY.
NO 7E.-
CCTV STORMWATER DRAINS INSPECTION POL/CY.-
CB 28 - THE PROJECT DEVELOPER SHALL PROVIDE THE
80 +08.58 CITY W)TH A CCTV VIDEO INSPECTION OF ALL
I72' STORMF7L PROJECT STORM DRAIN LINES PRIOR TO GTY
7 ZPG CAR IRI APPROVAL TO INSTALL THE PROJECT CURBS
RIM, 42X44 AND /OR PAVING THE DEVELOPER SHALL
lE IN 414.80 CORRECT ALL DEFICIENCIES FOUND DURING
lE OUT 412.50 TELEVISION INSPECTION AND SHOW THE
/ SEE DETAIL. CORRECTION WITH AN UPDATED INSPECTION
i N CCTV VIDEO. MAXIMUM ALLOWABLE POND /NG
I N DEPTH DETECTED BY VIDEO INSPECTION SHALL
BE 0.5 INCHES. FOR APPARENT WATER
TIGHTNESS'DEFlC/ENC /ES /OENzmw BY THE
N VIDEO INSPECTION, THE CITY MAY A T /7S
DISCRETION ACCEPT PROJECT DRAIN LINE(S) FOR `yJ
WH /CH THE DEVELOPER DEMONSTRATES MEET m
a N STANDARDS PER WSOOT STANDARDS " r"
m o SPECIFICATIONS EXFlLTRATION TEST -STORM o
SEWERS [7- 04.3(1)8] OR LOW PRESSURE AIR o
4 TEST [7- 04.3(7)Ej OR 7- 04.J(1)Fj °, o O 1�
A 5 n
c a0 '
m
J O
4' WALL GRAIN W
D/ AR
2' /E IN lP RAP PAD �. Rm 3 718 I
_ 4 - -- 0
I
I.1805 43 432 QN6
300
430 lE 42
/ 7804 r CB 19 TYPE 2 -48 ' o
'7 CS 9, TYPE 1
NORTH
RlM 429.82
C8 f0 .TYPE 1 J- 51 +98.46, 15.02'L CB 1501 TYPE 1 IE 421.05 IM 420.00
+ -
RIM, 21.06 15 +99.39, -15.1 L - 00 1 N : / lE 417.00 .I GRAPHIC SCALE
RlM 42252 4Ld06
RIM 428.51 _ /
/£ 41952 y lE 425.51 - - - o / ', £ `� 20 40
✓' 11NCH 2- �O FT
a' ° o
•
e °
.' � Dl .SAL
ryr
e i3
4'WALLORAIN," ECOMMENDED FOR APPOVAL
E `172ND 'STREET ati� MA TCHLINE, SEE E 7C21 RIP RAP`PAD B Date: y t lv
a
154D0. -. 'x. p.��; c _
- - -- _.. , �._. OO
6t � 426_ Date:
.x�0 a• CB 18 TYPE 2'_,18• i ., BY D
LID MI SOLID _ I, - ` afe:
-. LOCR'11 UD .:. , - `.'. ! I - �• .. / RIM 426.51
m
. . " lE 416.68
BY: Date:
A. ✓0
P wAygl,� fjf
CITY COMMENTS DATED NOVEMBER 6, 2013 YLP IZO2.131 MAJ wmc.[o: swe: w,c
"x" 01988 FIELDBROOK COMMONS 04.03.14
9 HOLDINGS LLC xox¢oxru: x+o ree��issrSis
- �^-° -�^� -- D.R. STRONG 2 FINAL REVISIONS YIP 030e.14 MAJ D.N.
AS NOTED d� i � F
Cep 2 Wonting Days Belpre You Dig CONSULTING ENGINEERS 3 CITY COMMENTS OfIN o32t.14 MAJ ►� R E N TO N DRAINAGE CONTROL PLAN, CENTRAL p"°�°"
811 4 CITY COMMENTS YLP 04.03.,4 MAJ °"�" YLP wTUw 17040 108TH AVENUE SE
O D ENGINEERS PLANNERS SURVEYORS oxe ixcx
wzcxzo
UhS11Be UndergrOU7lf, Location Gaoler 6207TH AVENUE KIRKLAND,WA98033 MAJ er wu w+[ PlOnning�Budding�Public Works Dept. RENTON, WA
/ .�� 0425.827.3063 F425.827.242 it xm . ixcx
(ID,MT,ND,OR,WA) NO. REVISION BY DATE APPR mvxrn:''�0"Ox�'� CIO oF28
www.drstrong.c°m
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NOTE.- PERVIOUS CONCRETE TO TOTAL 4,705
I N DEPTH DETECTED BY VIDEO INSPECTION SHALL
BE 0.5 INCHES. FOR APPARENT WATER
TIGHTNESS'DEFlC/ENC /ES /OENzmw BY THE
N VIDEO INSPECTION, THE CITY MAY A T /7S
DISCRETION ACCEPT PROJECT DRAIN LINE(S) FOR `yJ
WH /CH THE DEVELOPER DEMONSTRATES MEET m
a N STANDARDS PER WSOOT STANDARDS " r"
m o SPECIFICATIONS EXFlLTRATION TEST -STORM o
SEWERS [7- 04.3(1)8] OR LOW PRESSURE AIR o
4 TEST [7- 04.3(7)Ej OR 7- 04.J(1)Fj °, o O 1�
A 5 n
c a0 '
m
J O
4' WALL GRAIN W
D/ AR
2' /E IN lP RAP PAD �. Rm 3 718 I
_ 4 - -- 0
I
I.1805 43 432 QN6
300
430 lE 42
/ 7804 r CB 19 TYPE 2 -48 ' o
'7 CS 9, TYPE 1
NORTH
RlM 429.82
C8 f0 .TYPE 1 J- 51 +98.46, 15.02'L CB 1501 TYPE 1 IE 421.05 IM 420.00
+ -
RIM, 21.06 15 +99.39, -15.1 L - 00 1 N : / lE 417.00 .I GRAPHIC SCALE
RlM 42252 4Ld06
RIM 428.51 _ /
/£ 41952 y lE 425.51 - - - o / ', £ `� 20 40
✓' 11NCH 2- �O FT
a' ° o
•
e °
.' � Dl .SAL
ryr
e i3
4'WALLORAIN," ECOMMENDED FOR APPOVAL
E `172ND 'STREET ati� MA TCHLINE, SEE E 7C21 RIP RAP`PAD B Date: y t lv
a
154D0. -. 'x. p.��; c _
- - -- _.. , �._. OO
6t � 426_ Date:
.x�0 a• CB 18 TYPE 2'_,18• i ., BY D
LID MI SOLID _ I, - ` afe:
-. LOCR'11 UD .:. , - `.'. ! I - �• .. / RIM 426.51
m
. . " lE 416.68
BY: Date:
A. ✓0
P wAygl,� fjf
CITY COMMENTS DATED NOVEMBER 6, 2013 YLP IZO2.131 MAJ wmc.[o: swe: w,c
"x" 01988 FIELDBROOK COMMONS 04.03.14
9 HOLDINGS LLC xox¢oxru: x+o ree��issrSis
- �^-° -�^� -- D.R. STRONG 2 FINAL REVISIONS YIP 030e.14 MAJ D.N.
AS NOTED d� i � F
Cep 2 Wonting Days Belpre You Dig CONSULTING ENGINEERS 3 CITY COMMENTS OfIN o32t.14 MAJ ►� R E N TO N DRAINAGE CONTROL PLAN, CENTRAL p"°�°"
811 4 CITY COMMENTS YLP 04.03.,4 MAJ °"�" YLP wTUw 17040 108TH AVENUE SE
O D ENGINEERS PLANNERS SURVEYORS oxe ixcx
wzcxzo
UhS11Be UndergrOU7lf, Location Gaoler 6207TH AVENUE KIRKLAND,WA98033 MAJ er wu w+[ PlOnning�Budding�Public Works Dept. RENTON, WA
/ .�� 0425.827.3063 F425.827.242 it xm . ixcx
(ID,MT,ND,OR,WA) NO. REVISION BY DATE APPR mvxrn:''�0"Ox�'� CIO oF28
www.drstrong.c°m
n_nlr\ lnlnlnn
C�