HomeMy WebLinkAboutR-376238til
520
515
510
495
1
1 s
63 LF, 18"0 SD
SEE PROFILE SHEET
PN -02
1
i
1
i
J
1W711AG
1306796.57
00714.19
306757.84
A
PORTION OF THE
SW 1/4 OF THE
SW 1/4 OF SECTION 33, TWP 23 N., RGE
5 E. KING COUNTY, WA
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112' W
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238 LF 60
E=1306807.57
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EXISTING GROUND ACCESS ROAD
o =
FOOTING DRAIN
TG=505.68
IE=499.709 6"0
=i '1 PER PLAN
O S=O%
I
'
5 WIDE POND BERM
IE=499.70, 12"0 I
POND FENCE SEE
DETAIL ON
ELEV=497.50 TOE
OF SLOPE
-III-
SHEET PN -02
ELEV=504.25
C8 021, TYPE 1
PROJECT TOP=5M•7g TOP=505.75
TOE 505.75
WATER QUALITY
A
CONCRETE WALL
24 LF, 12"0 SD N= 100753.40
"
®S=1.0496 E_� $� 130 31.x3
�•
BOUNDARY TOE=496.50
ELEV=493.50
TG_ 503.76
711117,71-1.111-77111-111 , +ti ,
I
PROPOSED GRADE
€fit=4��A
IE -499.46t 12"�
'1
1-1/2w CRUSHED SURFACE -,
----------------------------
_
t
r
TOP COURSE
.. -
('''14'
----' '-"�
----- .10,
_ -
- SU®IrR6�ED OUTLET
2-1/2" CRUSHED SURFACE
------ --- -N-
N
------- _ _
N =4 6046844-160730.00
BASE COURSE
1306751.12
SEE PROFILE THIS SHEET
POND ACCESS ROAD
--
B 1 rr=
'�"_ _ I IH
�-.� --�---
�--- ---� --'T _�
TOP=545.75
T0�=d.501 -- , .
(;B TYPE 2 - 54'�
I n� ..�,. �T��.1 �T�� �.•,-� logy
NOT TO SCALE
1
1 s
63 LF, 18"0 SD
SEE PROFILE SHEET
PN -02
1
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J
1W711AG
1306796.57
00714.19
306757.84
d12 Walciip D"m 90ort You Dip
811
mMUoatwN
EL.EV=493.50
POND CR �ISS SECTION=& -A
SCALE:
10 =5' H11f.
1+40 1+80 2+20
CONSULTING ENGINEERS LLC
moo Snh Avwue S«,lln
C' I • I i
f 206
Feel" Way, WA 95003
1!♦NIAL
www.eumcMI.com � r� On -0113
=En
Mss I M= W" l - I La-ie� A vhvq*c mm
ESM JOB #1670-003-013
520 515
515 510
510 505
500 495
495 490
490 485
60
y1'
4011
fie,. /s>h
t
W
z
0
I PROPOSED GRADE
EXISTING GROUND
POND BERM
DESIGN W.S. "''- ,� ELEV=505.75
ELEVr-=504.25
11.E ,y•
W.Q. DESIGN 4 0, LF, 18"0 SD
ELEV=497.50 ELEV=498.50 • S�O�fii 1.7
IE- . 18"*
--------------------------------------- --- ---------------------------------4K.10---------- --------
1' SEDIMENT
STORAGE •�
P------------------ ----
ELEV�=493.50
27.7 -+R-_,�- LF, 18 "0 SI
• S=
KEYED POND BERM 9.
POND CROSS SECTION B -B
SCALE: 1'•2o' HOW.
3+00 3+40 3+80
7 AS -BUILT ESM 01/05/16 SURVEYED:
DESIGNED:
LGB
DRAWN:
CJR
CHECKED:
N 0 . REVISION BY DATE AP P R APPROVED:
4+20
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE MACH
SCALE ACCONDMiGLY
4+60
,our -AL: NAND im
HONZMAL: NAD 1963/1991
DATIJM
SCALE: 1" = 20'
20 10 0 20 40
POND VOLUMES
REQUIRED PROVIDED
DETENTION 549020 CF 679904m CF 56J O1
WATER QUALITY 13,640 CF 2514 CF 1397116
r"AS
UILT CERTIFICATION:
EBY DECLARE TO THE BEST OF MY KNOWLEDGE T.
THE INFORMATION SHOWN HEREON REFLECTS THE dr
CONSTRUCTED CONDITIONS." THIS CERTIFICATION
SED UPON WORK PREPARED IN ACCORDANCE WITH N .
GENERALLY ACCEPTED PROFESSIONAL ENGINEERING
AND/OR SURVEYING PRACTICE. `t f
441125
ZACHARY T. LENNON, L.S. NO. 44925
DATE:
SEE SHEET RCS -03
B VA. TYPE 2-40"0
W/
TG= SIMMO CONC. 1lN�t
IEw a,18 0 4.62 W
E =4 64WL 189P0 46b.62 SE
OB #8, TYPE 2-54"0
VNTROL STRUCTURE
BIROK�GE
T '."30"1 COW.* RNIE 10 4OL74 N
IE -40642 -WO 4+06.51 E
5+00 5+40
CITY OE
RENTON
Planning/Building/Public Works Dept.
515
495
490 R-316138
485 ' CHECKED FOR COMPLIANCE TO CIN STANDARDS
RY L E E' S PLACE 01/05/201
FIELD900K:
POND A PLAN, CROSS SECTIONS & DETAILS PAGE:
NO-
PN-01
O:PN 01
sHEEr: OF:
13 22
A& 0 A-37(62348
'
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112' W
0
POND
<
<
�
EXISTING GROUND ACCESS ROAD
o =
o
CONCRETE
DESIGN W.S.
WALL PER
ELEV=504.25
PLANS
6"0 FOOTING DRAIN
0 ELEV 499.70
W.Q. DESIGN
PROPOSED GRADE
€fit=4��A
----------------------------
1' SEDIMENT
•� F STORAGE •.
d12 Walciip D"m 90ort You Dip
811
mMUoatwN
EL.EV=493.50
POND CR �ISS SECTION=& -A
SCALE:
10 =5' H11f.
1+40 1+80 2+20
CONSULTING ENGINEERS LLC
moo Snh Avwue S«,lln
C' I • I i
f 206
Feel" Way, WA 95003
1!♦NIAL
www.eumcMI.com � r� On -0113
=En
Mss I M= W" l - I La-ie� A vhvq*c mm
ESM JOB #1670-003-013
520 515
515 510
510 505
500 495
495 490
490 485
60
y1'
4011
fie,. /s>h
t
W
z
0
I PROPOSED GRADE
EXISTING GROUND
POND BERM
DESIGN W.S. "''- ,� ELEV=505.75
ELEVr-=504.25
11.E ,y•
W.Q. DESIGN 4 0, LF, 18"0 SD
ELEV=497.50 ELEV=498.50 • S�O�fii 1.7
IE- . 18"*
--------------------------------------- --- ---------------------------------4K.10---------- --------
1' SEDIMENT
STORAGE •�
P------------------ ----
ELEV�=493.50
27.7 -+R-_,�- LF, 18 "0 SI
• S=
KEYED POND BERM 9.
POND CROSS SECTION B -B
SCALE: 1'•2o' HOW.
3+00 3+40 3+80
7 AS -BUILT ESM 01/05/16 SURVEYED:
DESIGNED:
LGB
DRAWN:
CJR
CHECKED:
N 0 . REVISION BY DATE AP P R APPROVED:
4+20
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE MACH
SCALE ACCONDMiGLY
4+60
,our -AL: NAND im
HONZMAL: NAD 1963/1991
DATIJM
SCALE: 1" = 20'
20 10 0 20 40
POND VOLUMES
REQUIRED PROVIDED
DETENTION 549020 CF 679904m CF 56J O1
WATER QUALITY 13,640 CF 2514 CF 1397116
r"AS
UILT CERTIFICATION:
EBY DECLARE TO THE BEST OF MY KNOWLEDGE T.
THE INFORMATION SHOWN HEREON REFLECTS THE dr
CONSTRUCTED CONDITIONS." THIS CERTIFICATION
SED UPON WORK PREPARED IN ACCORDANCE WITH N .
GENERALLY ACCEPTED PROFESSIONAL ENGINEERING
AND/OR SURVEYING PRACTICE. `t f
441125
ZACHARY T. LENNON, L.S. NO. 44925
DATE:
SEE SHEET RCS -03
B VA. TYPE 2-40"0
W/
TG= SIMMO CONC. 1lN�t
IEw a,18 0 4.62 W
E =4 64WL 189P0 46b.62 SE
OB #8, TYPE 2-54"0
VNTROL STRUCTURE
BIROK�GE
T '."30"1 COW.* RNIE 10 4OL74 N
IE -40642 -WO 4+06.51 E
5+00 5+40
CITY OE
RENTON
Planning/Building/Public Works Dept.
515
495
490 R-316138
485 ' CHECKED FOR COMPLIANCE TO CIN STANDARDS
RY L E E' S PLACE 01/05/201
FIELD900K:
POND A PLAN, CROSS SECTIONS & DETAILS PAGE:
NO-
PN-01
O:PN 01
sHEEr: OF:
13 22
A& 0 A-37(62348
'
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