HomeMy WebLinkAboutR-419924400
rn
T
'
0
390
w
380
'^
V J
z
W
0
370
Q
G
W
C/)
360
z
Z
0
350
I—
z
W
OC
340
LO
LC7
CD CD Lr) r7 Lr)
Ln
Ln Ln � LC7 I
Lf7 re)
LiJ LW M
Z (n ^ Z
(n Z
N
Li) CD
Lr) r7
n II II J
p .l= II II o c II p
�C)O�CV of
1.....................................................................................................................>...........................................................0...p......lr....w....!....�_.. 0.4p......rl....itti L�J ...... ..
oo�- - - - oo�_ - ow
(/) (n cD (.D 00cD (n U) O:f 00: 00 N N
BUILDING: WALL
PER ARCH EXISTING
................................................. ............... ......................................................... ............... _................................................ ....................................._.... ......... ......... ... .......................
FINISH GRADE...........................................GRADE... ... SECONDARY..........
POWER DB
......................................................................................... ............. 8........ S.D .............. _................................................ ................................................ ................... .......................... ... ...... ..................... ......... .......... ........................................ ........... .. ...........
0
SEE PROFILE 1 /C710 62 LF 8" SD 68�
@ �0F
0
4 FOOTING
DRAIN I 7LF6"SD@�� 8"SD
........... ...»..........................................................................................................:.....................................:.............................................................................................................................................................................................._.........................
6 SD PO 1 2.76% SEE PROFILE 1 /C71.0
IE=355.85 1 69 LF 8" SD @ 0.500%
SEE PLUMBING 1 0.45
1
1
1
I
STORM DRAINAGE PROFILE
SCALE: 1"= 20',H 1"= 10'V
I
I
I
SAME STRUCTURE
L------------
I
(toff,
390
o
�CD
U Q
01
cn I
a-c,
<n
c� Of
v-)
Of
m
380
_jm
J n
mQ
U-) I
Q x
M J
m
Q I
o
370
I
o
J
� m
a cn
c Q
o
J x
X
360
�N
•�
I
�m
J
o I
Q U
U Cn
Of
I�
r7 I
o �
m
350
a Q
o
� x
c U-j
<n I
c U
o to
340
400
390
m
370
360
350
340
390
m
370
360
350
340
330
FINISH
GRADE
EX 6" W TO BE ABANDONED
BY COR. FIELD VERIFY.
.......................16 LF 12 CONC SD @................................................
19.64%
STORM DRAINAGE PROFILE
SCALE: 1" = 20' H , 1" = 10' V k C700
400
390
380
370
360
350
340
390
380
370
360
350
340
330
o �
(DX
STORM DRAINAGE
PROFILE r4
�CD
m
SCALE: 1 " = 20', H 1 "
= 10' V C700
o
o �
N V7
I �
o
o J
o m
o �
o Q
N I
/ x
U �
cn
NOTES:
Q Cn
�X
1. ALL STORM DRAINAGE
PIPE TO
BE PVC UNLESS NOTED
OTHERWISE.
i
D
z
CD
w
C�
T0c)
X
CONSTRUCTION RECORD DRAWINGS
m�
m
THESE RECORD DOCUMENTS HAVE BEEN
Michael Ruether (THE
I
Dakota Simurdak (THE
CD
00
PREPARED FROM THE CONTRACTOR'S
CONTRACTOR OF RECORD) HEREBY CERTIFY
SURVEYOR OF RECORD) HEREBY CERTIFY
REDLINED MARK-UPS OF THE CONSTRUCTION
J
Q m
DOCUMENTS. THE ENGINEER REVIEWING THESE
THAT THE FIELD MEASUREMENT INFORMATION
THAT
THE SURVEY INFORMATION SHOWN ON
1
CIVIL
CONSTRUCTION PERMIT
CMK
10 19 21
TJE
suRvEy D'
00 Cn
¢
RECORD DRAWINGS HAS NOT WITNESSED ALL
SHOWN ON THESE RECORD DRAWINGS
THESE RECORD DRAWINGS ACCURATELY
12 20 21
x
ACCURATELY REFLECTS THE FIELD CONDITIONS
REFLECTS THE FIELD CONDITIONS AS OF
2
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
CMK
TJE
DESIGNED:
THE ELEMENTS OF CONSTRUCTION AND IS
3
CIVIL
CONSTRUCTION PERMIT
RESUBMITTAL
CMK
02 18 22
TJE
CMK
N
NOT RESPONSIBLE FOR ERRORS OR
AS OF 10/29/2024.
10/29/2024.
4
CIVIL
CONSTRUCTION PERMIT
REVISION
CB
06 17 22
TJE
DRA"�: DC, JYL
OMISSIONS IN DATA OR CERTIFY THE
5
GRADING, STORM, AND PSE UPDATE
CB
12 20 23
TJE
CHECKED:
ACCURACY OF THE INFORMATION PROVIDED
x /vr/��i d aedew
a x Dalota Lrdal
ce
BY THE CONTRACTORS AS -BUILT REDLINES.
t
NO.
REVISION
BY
DATE
APPR
APPROVETJE
o X
400
390
im
370
360
350
340
06
CIO
co
to
:.
z
LJ �i
cn
00
C D
1 0
r�
M
...........
orl-
co
.................N............
o
o
I
_7
^•.
(D
O II
Ld
LLJ
m
U)
U) df
co
co
U) O:f
co
EX 8" PSS
........:..... .... ....... ............................ .................................................. :................................................
.
22 LF 6" SD @
EX GAS 14.80%
27 LF 6" SD @ 1.007 3.42%
FI TERR.A.....S.YS.TL ....
L ................................................
FTPD0404—G 1
R11=366.07 C733
6 IE IN=362.57 (SE)
6"1 IE OUT=361.99 (SW)
STORM DRAINAGE PROFILE
SCALE: 1" = 20' H , 1" = 10' V C700
400
390
W1
370
360
350
340
LO
T
LO
C)
0
T
N
M
T
N
a
J
T
N
0 10' 20' 40'
1 inch = 20 ft. HORZ
0 5' 10' 20'
R-419924 1 inch = 10 ft. VERT z
J. �, W
��O�oF w@sXJ'N��r IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
A 42761 itpff
• Call 811 'o��g�CISTEB��`��� 1601 5th Avenue, Suite 1600 a�w
two business days n^ SIONAL E� Seattle, WA 98101 v!
a
before you dig 10/14/2024 206.622.5822 z
www.kpff.com D
SCALE* vEITFICAL: NAVD 1988 RENTON SUNSET GARDENS 10/14/2024
AS SHOWN HORIZONTAL• NAD 1983/1991 CITY OF F1ELDeooK:
z
RENTON 2900 NE 10TH ST, RENTON, WA 98056 PAGE: 0 0
ONE INCH DATUM DRAWING NO:
AT FULL SCALE Planning/Building/Public Works Dept. C711
IF NOT ONE INCH w
SCALE ACCORDINGLY STORM DRAINAGE PROFILES SHEET:24 OF`44 0�