HomeMy WebLinkAboutR-373918A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 15, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
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CQ EXPOSED EARTH ON POND BOTTOM AND STEPS
N INTERIOR SIDE SLOPES SHALL BE SODDED OR SEEDED
T WITH AN APPROPIATE SEED MIXTURE, SEE SHEET 5-22
0 KCSWDM PLANTING REQUIREMENTS
O
32+00
INSIDE CORNER OF WALL - 15" C
STA. 32+54.77, 26.5 LT. MP
TOP OF WALL=428.25
rR
w
INSIDE CORNER OF WALL
STA. 32+53.00, 121.0' LT.
TOP OF WALL=428.25
WET CELL#2
VOLUME REQUIRED=3442 CU. FEET
VOLUME DESIGNED=4284 CU. FEET
6' CHAIN LINK GALVANIZED FENCE
VINYL COATED 'BLACK" (TYPICAL)
FENCE TO BE TYPE 4 WITH DOUBLE
SWING GATES, SEE DETAILS SHEET 5
E= 4 -1--!It, 1 b__
47,1.%3(0
OVERFLOW=427.75
5
STA. 21+56.0, 29.01RT.
C13#3, TYPE I.
RIM=429.30 "
IE=425.13, 12"
IE -421.561 1'5'"
GRAPHIC SCALE
4�'j�� 0 10 20 40
l2rM = 41-T 14-
��cN,E
)1 inch = 20 feet
16' (2-8' GATES GATE 6' CHAIN LIN K
/VINYL COATED BLACK
rn e a w
00 0 Q co
n CB 4 TYPE -1 r < 0 a ~00
~ of CB 3 TYPE
ZT69 GRAT = 6' CHAIN LINK GALVANIZED FENCE = = [IfE: �— R:IM-429.30
430... �.... : _ ......... _ . ........ .?�.•9 IE= �?1,T -,..12": VINYL COATED ...BLACK...(TYPICAL)........... a ............................... :..... IE-425.13,..1w2�, . , ..........:......... ...... :. 430
2.00-7, TOP=428.25 — — . -- , �` — u-'
—�\ — _ _ _
Of
—
1
DESIGN W.S.=427.25 COVER .— _ — — — I
—
a---------�---- MIN. REDUNDANT OVERFLOW I z
0 IS a
MITERED END 162LF.9 12 N -12@S
...............w....................w.....................
................................................ I. .......... . Q ......................
.W/TRASH BACK. ... .. .......
Ld 422.74 167LF., 15" CMP@S=�, } 62LF 15"N -12@S=0.50%
z ( _
. . . .
0
OVERSIZED STEEL SLEEVE
420420
..s.�....�.... .. ,....a .......................... ................. _...... .......,..............._... .........., .. ......A...............,...................................... .. ................. .,. ....... ....,........ ....... ..... _. .............
j CONCRETE WALL,.. DESIGNED.BY �OTH��RS�.....
4" -MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT— 2-2" LIFTS REQUIRED
"MIN. CRUHE D SURFACING TOP COURSE A
A6 SECTION
jC0NTR0L . STRUC E
c c a o CB 2, TYPE 11— 54" CB#l, TYPE 11'48 " =1E-421.56, 5 , (N
EW)
RIM' 429.60 RIM' 427.50
E=421.90, 15 I E=-421.59, 15"
410 a V V
OVERFLOW= 427.25 410
L,
° °
OFFE NGINEERS ° �� � �4.Sy,Nc °°,� SURVEYED:
�o oGEODIMENSIONS, INC.
13932 SOUTHEAST 159TH PLACE ° y " DESIGNED:
° -r e' D.L. OFFE, P.E.
RENTON, WASHINGTON 98058 e DRAW"
PHONE: 425-260-3412 P'00, °°�'F 274 0 0 ° CHECKED:L. OFFE, P.E.
�� O/STE0�°°��
CONTACT: DARRELL OFFE, P.E. Fss!oNa�° �-� 06/1 1 /2014 No. REVISION BY DATE IPPR APPS:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
A 1 Woodinville ��ca �. mislt �md "� T7, Suitt: 10)
Phone: 425-814-8448 . 4Z"-,-821-213`)
T
........... -
T
I
422.74
f—
a
t
H
VINYL COATED BLACK"
L8
'
WET CELL#1
i
1e— .
----_
-----
`
Y2'i
#5 12
�7iI
#5 Y
5
_'— {
1:2 Fi W {4
VOLUME REQUIRED=1853 CU. FEET
c°c+` 1:2
w4 ! �
ai
R
1
NOTCH IN WALL
O
VOLUME DESIGNED=2052 CU. FEET
'427.75
o
_ _ DESIGNN=W=S_ 427:25
3:1
422.74
10, r
420. o ..................
.4=°-°6,,. -SPALLS . o ...............
Mw F'
f
............. .
COMPACTED TO 12"
INSIDE END OF WALL
MIN. DEPTH
6' CHAIN LINK GALVANIZED FENCE
1
A
_ _ _
{per ,yam COVER
.�..,8 �TI..+' '[ a`.�e.:�s'�. Y'wa++daM �r x"'4.,1
EAR)
yy
.ate.•.. :P{f
5 ' STA. 31+91.85, 52.0, LT.
h`
PAVEMENT-- 2-2" LIFTS REQUIREQ
VINYL COATED "BLACK" (TYPICAL)
�g
MIN.......C........,.o...............r...............�..............
TOP OF WALL_ 428 2 5
O
B-`
410:
mm�
F--
r' 1y�
19 mnT(.H IN WAI I (nVFRFI OW)
INSIDE CORNER OF WALL
STA. 32+53.00, 121.0' LT.
TOP OF WALL=428.25
WET CELL#2
VOLUME REQUIRED=3442 CU. FEET
VOLUME DESIGNED=4284 CU. FEET
6' CHAIN LINK GALVANIZED FENCE
VINYL COATED 'BLACK" (TYPICAL)
FENCE TO BE TYPE 4 WITH DOUBLE
SWING GATES, SEE DETAILS SHEET 5
E= 4 -1--!It, 1 b__
47,1.%3(0
OVERFLOW=427.75
5
STA. 21+56.0, 29.01RT.
C13#3, TYPE I.
RIM=429.30 "
IE=425.13, 12"
IE -421.561 1'5'"
GRAPHIC SCALE
4�'j�� 0 10 20 40
l2rM = 41-T 14-
��cN,E
)1 inch = 20 feet
16' (2-8' GATES GATE 6' CHAIN LIN K
/VINYL COATED BLACK
rn e a w
00 0 Q co
n CB 4 TYPE -1 r < 0 a ~00
~ of CB 3 TYPE
ZT69 GRAT = 6' CHAIN LINK GALVANIZED FENCE = = [IfE: �— R:IM-429.30
430... �.... : _ ......... _ . ........ .?�.•9 IE= �?1,T -,..12": VINYL COATED ...BLACK...(TYPICAL)........... a ............................... :..... IE-425.13,..1w2�, . , ..........:......... ...... :. 430
2.00-7, TOP=428.25 — — . -- , �` — u-'
—�\ — _ _ _
Of
—
1
DESIGN W.S.=427.25 COVER .— _ — — — I
—
a---------�---- MIN. REDUNDANT OVERFLOW I z
0 IS a
MITERED END 162LF.9 12 N -12@S
...............w....................w.....................
................................................ I. .......... . Q ......................
.W/TRASH BACK. ... .. .......
Ld 422.74 167LF., 15" CMP@S=�, } 62LF 15"N -12@S=0.50%
z ( _
. . . .
0
OVERSIZED STEEL SLEEVE
420420
..s.�....�.... .. ,....a .......................... ................. _...... .......,..............._... .........., .. ......A...............,...................................... .. ................. .,. ....... ....,........ ....... ..... _. .............
j CONCRETE WALL,.. DESIGNED.BY �OTH��RS�.....
4" -MIN. CLASS "B" ASPHALTIC CONCRETE
PAVEMENT— 2-2" LIFTS REQUIRED
"MIN. CRUHE D SURFACING TOP COURSE A
A6 SECTION
jC0NTR0L . STRUC E
c c a o CB 2, TYPE 11— 54" CB#l, TYPE 11'48 " =1E-421.56, 5 , (N
EW)
RIM' 429.60 RIM' 427.50
E=421.90, 15 I E=-421.59, 15"
410 a V V
OVERFLOW= 427.25 410
L,
° °
OFFE NGINEERS ° �� � �4.Sy,Nc °°,� SURVEYED:
�o oGEODIMENSIONS, INC.
13932 SOUTHEAST 159TH PLACE ° y " DESIGNED:
° -r e' D.L. OFFE, P.E.
RENTON, WASHINGTON 98058 e DRAW"
PHONE: 425-260-3412 P'00, °°�'F 274 0 0 ° CHECKED:L. OFFE, P.E.
�� O/STE0�°°��
CONTACT: DARRELL OFFE, P.E. Fss!oNa�° �-� 06/1 1 /2014 No. REVISION BY DATE IPPR APPS:
SCALE
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
A 1 Woodinville ��ca �. mislt �md "� T7, Suitt: 10)
Phone: 425-814-8448 . 4Z"-,-821-213`)
T
........... -
T
I
lu
f—
a
t
H
L8
'
41-0";6"
i
1e— .
12
Y2'i
#5 12
�7iI
#5 Y
5
_'— {
1:2 Fi W {4
�rA S`#13 5,."71'. I { r. .. 1:2
c°c+` 1:2
w4 ! �
ai
R
1
NOTCH IN WALL
'427.75
o
_ _ DESIGNN=W=S_ 427:25
3:1
422.74
10, r
420. o ..................
.4=°-°6,,. -SPALLS . o ...............
Mw F'
f
............. .
COMPACTED TO 12"
MIN. DEPTH
g
f
1
_ _ _
{per ,yam COVER
.�..,8 �TI..+' '[ a`.�e.:�s'�. Y'wa++daM �r x"'4.,1
EAR)
yy
.ate.•.. :P{f
_"_: p y'^
PAVEMENT-- 2-2" LIFTS REQUIREQ
—�
�...............�.....
MIN.......C........,.o...............r...............�..............
SECTION 13-13:
410:
mm�
} ✓ °
LO
f—
a
t
H
L8
'
41-0";6"
i
1e— .
12
Y2'i
#5 12
�7iI
#5 Y
5
_'— {
1:2 Fi W {4
�rA S`#13 5,."71'. I { r. .. 1:2
c°c+` 1:2
w4 ! �
ai
R
1
NOTCH IN WALL
5I.... 5EARIN6 FRE55 RE: 1500 FSF CONCRETE 5T EN 7 . 2500 P511
AST � 4.rA T'I- iR 5Uf : 551 �" E '1�, " I TI 60 .
PA55 � VE EARTH F�5SJ . : 300
R', TI0\ c',c EFFJCIE' T 0.40
Pro* cct: J.,'AYNIAR.C' 1101NIFS - RFiN'T0!\T 7 Des' ncdl3v� Rifff Date: 06-11�14
19
I _
01
VERTICAL- NAW 19M
HORIZONTAL- NAD 1983/1991
DATUM
:�- CITY OF
RENTON
Planning/Building/Public Works Dept.
oq�, r
COMMENDED FOR APPROVAL
BY Datel 7 4 ��
Bye - Date;
Byl Date:
]By-, Datel
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
POND LAYOUT
NE 2nd COURT/NILE AVENUE NE
02/10/2014
PAGE:
DRAWING NO:
SHEET` 8 OF' 15
m 2
f—
6' CHAIN LINK GALVANIZED FENCE
i—
Q
VI NYL COATED BLACK TYPICAL
Q
tO e
430
_
..... .... ; ........
TOP=428.325 ....
NOTCH IN WALL
'427.75
o
_ _ DESIGNN=W=S_ 427:25
3:1
422.74
10, r
420. o ..................
.4=°-°6,,. -SPALLS . o ...............
............. .
COMPACTED TO 12"
MIN. DEPTH
4" MIN. CLASS "B" A.C.
PAVEMENT-- 2-2" LIFTS REQUIREQ
�...............�.....
MIN.......C........,.o...............r...............�..............
SECTION 13-13:
410:
VERTICAL- NAW 19M
HORIZONTAL- NAD 1983/1991
DATUM
:�- CITY OF
RENTON
Planning/Building/Public Works Dept.
oq�, r
COMMENDED FOR APPROVAL
BY Datel 7 4 ��
Bye - Date;
Byl Date:
]By-, Datel
RENTON 7 SHORT PLAT
JAYMARC HOMES, LLC
POND LAYOUT
NE 2nd COURT/NILE AVENUE NE
02/10/2014
PAGE:
DRAWING NO:
SHEET` 8 OF' 15
m 2