HomeMy WebLinkAboutR-376222Li
M
Z
Ld
520
515
510
505
500
495
490
z
w
CL
Ce
Eki
CONCRETE
WALL PER
PLAN
PROJECT -
BOUNDARY
B
1
63 LF, 18000 SD
SEE PROFILE SHEET
PN -02
�--- �" ELEV=504.75
4'
O
i
' �I
i
12' POND Q o Q
EXISTING GROUND ACCESS ROAD Q =' Q
DESIGN W.S.
ELEV=504.25
6 0 FOOTING DRAIN
CSD ELEV 499.70 �
W.Q. DESIGN
ELEV=498.50
1' SEDIMENT
STORAGE �•
_----------------- POND BOTTOM
ELEV=493.50
Cd 2 Working Days Before You Did
811
Uil w 111Awgrotild Location Center
(1D,MT ND,OR,WA)
POND CROSS SECTION A—A
SCALE: 1 `20' Hoaiz.
1 "=5' VERT.
PROPOSED GRADE
1+40 1+80 2+20
CONSULTING ENGINEERS LLC
33400 8th Avenue South I ® ( I I
Suite 205
Federal Way, WA 98003
FEDERAL MNIY (253) R3E-6113
www.esmclvil.comEVERETr (+25) 297-9900
ELLENSOURG (509) 962-2608
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
ESM JOB #1670-003-013
A PORTION OF THE SW 1/4 OF THE SW 1/4 OF SECTION 33, TWP 23 N., RGE 5 E. KING COUNTY, WA
520 515
515 510
510 505
505 500
500 495
495 490
490 485
W
z
0
I PROPOSED GRADE
L+60
3+00
�1�� j�• 4
D
FIELD CHANGE #1
5
FIELD CHANGE #2
18
6
FIELD CHANGE #3
v
40111
�•..•
.CCO
M
0,,S00 0000
N 0
.
POND BOTTOM
ELEV=493.50
_� 3• j PER PLAN
—III—
—'ll,—ice
=11 1,,, IIIIIL� ll�ll ,�� "��� I
1-1/2" CRUSHED SURFACE
TOP COURSE -) _
2-1/2" CRUSHED SURFACE
BASE COURSE
POND ACCESS ROAD
NOT TO SCALE
EXISTING GROUND
-�-- POND BERM
DESIGN W.S. �- ELEV=505.75
ELEV=504.25
W.Q. DESIGN 10 LF, 18" 0 SD-�
ELEV=497.50 ELEV=498.50 0 5=0.50%
IE=496.00, 18"0
1' SEDIMENT
STORAGE j
-------------------------------------------------------------------,,�.
27 LF, 18"0 S
0 S=-10.0790
POND CROSS SECTION B—B
SCALE: 1'=20' HORIZ.
1 "=5' VERT.
3+40 3+80
ESM 10/14/14 SURVEYED:
ESM 06/17/15 DESIGNED:
ESM 07/15/15 LGB
DRAWN:
CJR
CHECKED:
REVISION BY DATE AP P R APPROVED:
4+20
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
4+60
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
Alf��
DATUM
CB #7
SEE SHEET RC -03
B 7A TYPE 2-48"0
W1 BIRDCAGE
TG=505.25
IE=498.67 18"0
IE=498.67 18"0
CB #8, TYPE 2-54"0
CONTROL STRUCTURE
"At/BIRDCAGE
TG=504.00
IE=498.72 18"'0
IE=498.72 18"0
5+00
5+40
CITY OE
RENTON
Planning/Building/Public Works Dept.
SCALE: 1 " = 20'
20 10 0 20 40
POND VOLUMES
REQUIRED PROVIDED
DETENTION 549020 CF 57,991 CF
WATER QUALITY 139640 CF 239456 CF
515
510
505
500
495
490R 376222
�
485CHECKED FOR COMPLIANCE TO CITY STANDARDS
DATE:
R Y L E E' S PLACE 07/17/201
FIELDBOOK:
PAGE:
POND A PLAN, CROSS SECTIONS & DETAILS DRAWING NO:
PN -01
SHEET: OR
13 22
i
i
,
in
D
2
v
M
E
as ,
z
p
A