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Match Line - See Sheet C4.02
\ I I 21.58 _ ` 2266F \ 4" PERIMETER \
\\ I I 4" PERIMETER FOOTING DRAIN
FOOTING DRAIN SEE DETAILCIO
\ I o I SEE DETAIL C4.1�
22.60 T • C4.11 \
U U 1I"
\ 6 fie° Building"C'
1 \
\ I - 2292 C
6" SDCO
2170 CONNECT FOOTING DRAIN FF= 23.00 RIM TO GRADE
\ i TO STORM SYSTEM IE=17.23 \
\ U U SEE DETAIL IE=17.24
\ I 23 -s1�1 C4.11 SD#F2B AREA DRAIN 5 LF 6" SD @ 10.3%
'�3.30 N:170180.87 E:1293209.44 6" STORM POC
U 2C AREA DRAIN /IRIM=22.50
1 138.47 E:1293192.45 IE=18.25 6"(IN)S IE=17.60
23.86 0 - SEE MECH'L PLANS
SD#G I CB TYPE 1 v 22.35
UI - 1 6" I W IE=19.98 6 (IN)SEPVC FOR CONTINUATION-
N:170051.52 E:1293202. 7 IE=18.25 6 (OUT)E SD#F2E
RIM=20.71 0 3. 7 _ -
\ 23.94 � R
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i 1 22. 8
SD#F3 CB TYPE I 48" __rr
N:170093.58 E:12 3238.65
RIM=22.68
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IE=12.99 18"(IN)SE
IE=17.63 6"(IN)E
IE=12.99 18"(OUT N
21.75
SEE DETAIL 6
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.2 3.00 22.90
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1.0%
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21.25 21.86 23.25 23.250 23.17; 22.9 23.17
21.77
89 LF 18"SD 00.9%
23.17 7, 23
D-17 23
1 D# 2 CB T E 48"
1 :1 0189 99 1 40.55 ` ` 23.25
1 K, IM 23. 2. 23.25
-17 23.35
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3 2 .30 1 2 42 "(IN)E ?6 2.
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23 .63 IE 1 1 U
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21.35 1 23.2 23.76
\I_ i SD#F4 CB TYPE II.48A 2 14 •39 23:65 11
I .170045.68 E:1293 04.0
RIM=21.17
. - 23.24 1 FTG---- FTG ---- FTG---- FTG-
IE=16.4012"(IN)W 23.14 �-
IE=14.23 12"(IN)E J i-FTG ---FTG-=--FTC -
IE=13.73 18MOUT)N
23.22
SEE DETAIL
23.'
23_62 i 23.70IV
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23.80 i C(
i 23.65
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3.87 23.90
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24.00 24.00'4
---FTG-- TG- - FTG�Sr
(nP) C4.1 0
23.14 OVERHEAD PEDESTRIAN CANOPY-
22.50
.'girtSEE
ARCH L PLANS FOR DETAILS
23.12
SD#F3A AREA DRAIN
TG-1
N:170112.69 E:12933
2.80
3.11
RIM=22.90
IE=19.55 6"(IN)E
I
01E=19.55 6"(OUT)W
°
CONNECT FOOTING DRAIN
TO STORM SYSTEM
T
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SEE DETAIL
22.50
- C4.11
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4" PERIMETER
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3.12 T FOOTING DRAIN
CID
i I SEE DETAIL
SD#F5 CB TYPE II 48"
82 23.25
Sp
O6 �O��o 0 90 ®4 69
93 16 229 23.00 i 2.84
y�23.24 2.92 21.9
�5D#FIACBTYPE I
111:170204.08 E:1293 58.62
I_4IM=22.90 '
I�-19.93 4"(IN)E + i g SD#Z CB YPE II - 54" -/
I�-21.08 4"(IN)S , N:170 13. 9 E:1293249.5
23.39 IF=21.64 4"(IN)E 23.30 RIM= 2.0
0
„ N I IE=8. 0 2 "(IN)E
2 I IE=8. 0 1 "(IN)SW
IE=19.12 6"(OUT)NW W I IE-8. 0 2 "(IN)W
Q I -
o " ��o I IE=8. 0 2 "(OUT)N
ANTI SEEP COLLAR i_ _
(TYP ON PERF END)
AF filiIIIIIIIIIIIIIIIII
HIGH PNT
23.56
DOWNSPOUT ® 23.56 -
_65
CTION - SEE ARCH?o 1.I 2 .45
TYP 4 CONNECTIONS
19LF4"SD@2.0% 4' SE CO
.90 4" SDCO RIVTD GRA E
IE=21.67RIM TO GRADE.
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IE=21.67 L23.71 23.52
G---- FTG ---- FTG----F J 22.62
22.67
23.91
--- FTG----FT SD#H I CB TYPE 11- 48"
N:170307.33 E:1293366.
1
\ -4 IM=21.36
1 =9.25 24"(IIN
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Tc 22.80 22.80 In Compliance W/ City Of Renton Standards
BC 22.3o II Approved By: Date:
/I I Approved By: Date:
1 I I Approved By: Date:
I �I Approved By: Date:
2 30 2.I CONSTRUCTION RECORD DRAWING
1 0 . This construction record is a copy of a CAD file prepared by COUGHLIN PORTER
LUNDEEN and has been entitled to reflect field verified invert and rim elevations
SD#J I CB YP II 48' of the storm, sanitary sewer and water main systems. Field verified invert and
rim elevations were obtained by RYAN COMPANIES US, INC in July 2017.
N:17 306. 6 :1 93 0 68 1 COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the
RIIM9 1 2 "(I )W I accuracy or completeness of such information provided by others.
IE=IE=1 i.03 "(1 )S
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I -14.50 6 (I )S I,
IE=9.25T)W
5 LF 6" SD @ 2.07022.84 3 o
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6" STORM POC
IE=18.75 I�
SEE MECHT PLANS
FOR CONTINUATION
I
6" SDCO I 1
G4. RIM TO GRADE < '
N:170040.80 E:1293406.
RIM-21.43 IE=18.65 02 LF 24" D ® 0.8%
1 =15.25 12 (IN)E IE=18.65 I SEE DETAIL 10
I -15.25 12 (OUT)W (TYP) �4. 10 1 #L84 9 /"�.5s
22.16 22.50
0
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23.12
C7
SD#F3B AREA DRAIN
HIGH PNT
N:170102.74 E:1293404.62
5
22.49
23.12
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RIM=22.75
IE=20.15 6"(IN)E
22 s4
2.5s
j
IE=20.15 6"(OUT)W 4" PERIMETER
SEE DETAIL 12 FOOTING DRAIN
y
(TYP) c 10 SEE DETAIL
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C4.11
f2*14
2313
Building 'D'
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0
2 620
FF= 24.00
ji
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2 62
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6" SDCO
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RIM TO GRADE
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p
SD#F3C AREA DRAIN
IE=18.65
IE=18.65
N:170096.16 E:1293516.75
2.84
RIM=22.92
6 STORM POC
IE=21.00 3„ (
IE=18.75
jL
J
IE=21.00 6"(OUTOUT)W
SEE MECHT PLANS
FOR CONTINUATION
662
23 LF
3" STORM POC
23.12
SD @ 24 07«
IE=21.46
SEE MECH'L PLANS
5 LF 6" SD @
22.58
o
CID FOR CONTINUATION
w 22.49
Match Line - See Sheet C4.04
9 5 2 "( UT) __ 2280 3 CONTRACTOR TO 0NTAC SPU I Call before you
22 TRANSMISSION CREW CHIEF ROGER
I COX: (206) 399-2496 W TH A MIN I
72 HOURS INOTI E PRIOR TO D 8- I -1
BORING COfvSTR CTION. 4N SPU •
REPRESENTAINE SHALL ON SITE I DURING ALIT WORK WITHITSPU U Or I-800-424-5555
PROPERTY. I 4-J UNDERGROUND
�218 N SERVICE (USA)
r
�I LIMIT o I V) 0 10 20 40
Cn
1�1 I
LF 24" SD1l- 0 % c%i SCALE 1"-20'
1
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20.75 V
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TITLE
LONGACRES
BUSINESS
CENTER
SW 27TH SIT & NACHES
AVE SW
CONSULTANT COUGHLIN
PORTER
LUNDEEN
801 SECOND AVENUE - SUITE 900
SEATTLE, WA 98104
P: 206/343-0460
F: 206/343-5691
A CONSULTING
STRUCTURAL AND CIVIL
ENGINEERING CORPORATION
ISSUED:
DATE DESCRIPTION
03/09/2016 BUILDING PERMIT RESUBMITTAL
05/04/2017 NW CORNER UPDATE
07/17/2017 AS -BUILT SET
03/15/2016 CSK-002
1 I NOTE: 04/19/2016 CSK-005 CMU Footing Storm Conflict
F- I I SET ALL DRAINAGE GRATES 0.1 FT BELOW FINISH
II i I LANDSCAPE GRADE
wu .o _ I KEY MAP:
NOTE:
ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35
1 I I I (IF GREATER THAN 3'). ALL STORM PIPE TO
221 (I CONFORM WITH CITY OF RENTON STDS
I c��II II I
NOTE:
ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV.
li ALL CURBS ARE TO BE 6" CURBS UNLESS
OTHERWISE SPECIFIED.
I I
( 1
1 Legend
1 1 m 1
1 I 1 EXISTING REMOVE PROPOSED
RIGHT OF WAY - -
-
PROJECT NUMBER
2 .55 \ I I PARCEL LINE
DRAWN BY
\ III ASPHALT PAVING
ISSUE DATE
CULVERT, 11F bI I CONCRETE PAVING
/
IE E END 2 1 ®
E w END 1 .TQ \ / BUILDINGS
SEAL
GRAVEL
DAL PE
m
of
ROCKERY Q99
ti
CURBING
C� I
1 CONSTRUCTION LIMITS LIMIT
SD#H2 CB TYPE III .48" I
r0
�O� 36936
GIS-F
N:170302.5p E:1 M468. 3 WATER LINE W
ONAL S
RIM=21.36
IE10 57 1 " IN
C152268-03
SAS
05/04/2017
= • � ( )L I STORM DRAINAGE LINE --SD
01 IE=14.50 61(IN)SF
�I I IE=10.07 2� (OUT)W I SANITARY SEWER LINE --SS SHEET TITLE /NUMBER
OI I I r- I i POWER P P-
TELEPHONE LINE T T_ Grading and Drainage
I I 1\ o GAS LINE G G Plan
o
22.42 TREE
WATER METER/FH Ell t
/I
M STORM CB/MH L _J ® • �,%
0 SEWER MH/CO 0 OO
/ r/ / / GAS VALVE/METER 9 0 b �
u' i X I C4003
STREET LIGHT � o-❑
R-388318