HomeMy WebLinkAboutR-3883191
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Match Line - See Sheet C4.03
2159
1.75 I o 221 I In Compliance W/ Clty Of Renton Standards TITLE
24.00 22.5 zz.o I - - - Approved By: Date:
.\A I J J:` SD#F7C AREA DRAIN
24.00 Ifi -
o N:170093.34 E:1293555.53 I � LONGACRES
`' ': SD#H3 CB fl'P II.48"
RIM=22.76 Approved By: Date:
22.49 21.53 22.1 N:170299.1 E:1 ?93541. 9
IE=20.76 3 (IN)NPVC 4, RIM=21.37
2� 2 78 4 LF » IE=20.76 6"(OUT)E - `�-- �; 2 122.58 , IE=11.20 4'(IN)� I m Approved By: Date: BUSINESS
20
2.07
22.5o SD (� 3" STORM POC I IE=11.20 18"�UT)W I /�
IE=21.24 Approved By: Date:
SEE MECHT PLANS TC 22.60 22.60 \ i C ENTER
SD#F6 CB TYPE I - FOR CONTINUATION „ BC 22.10 N \ CONSTRUCTION RECORD DRAWING
T \ N:170035.36 E:1293536. ` I T / I \ This construction record is a copy of a CAD file prepared by COUGHLIN PORTER
\ RIM=21.57�� • - \ T _ _ I ` LUNDEEN and has been entitled to reflect field verified invert and rim elevations
IE=16.57 12»(IN E 4" PERIMETER L 2.1 MAX SL¢P I m \ of the storm sanitarysewer and water mains stems. Field verified invert and
IE=16.57 12 (OUT)W b FOOTING DRAIN ` "' BC 2260 I 22.60 I ` rim elevations were obtained by RYAN COMPANIES US, INC in July 2017.
SEE DETAIL - SEE DETAIL 3 \ °' J I / \
(np) 4 PERIMETER I / Low I COUGHLIN PORTER LUNDEEN, INC does not provide any warrantee as to the
I D c`4�o b c FOOTING DRAIN I TEL accuracyor completeness of such information provided b others.
- _ �� _ _ \ 1 2:1 MAX SL P I 141.31 p p y SW 27TH ST & NACHES
SEE DETAIL � � � � I
22.55 C4 i �I TC 22.60 22.60 �\ AVE SW
- - BC 22.10 I \� ��` �j
D =:. ` e�l I 1 DI
c> c> \ HIGH PNT 2. 0 \ I
I 6" SDCO . a.
_ I Call before you
D I ' I RIM TO GRADE
F I A b Building D o I F- \ �I ➢1
I 122.50 IE_18.65 r \ I \ I I D . 8-1-1SD#F7 B PE I FF= 24.00IE=18.65�:`gi
N:170030.13 E:129 8.91 I SEE DETAIL 10 2.10 I `WIA E \I®
RIM=21.57 I (TYP) C�10 2 _ 258 °° A K m I I or 1800 424 5555
F -
IE=17.65 12 (IN)E - - J J I
UNDERGROUND RELATIONSHIPSBUILDING LASTING
5LF6
IE=18.15 6"(IN)N » SD®21% .1' - - - - - ; � _ �� I SERVICE (USA)
�
IE=17.65 12„ OUT W I
2.84 22.58
6" STORM
• II I 0- I III I POC
f2.16
2.75 E=18.75 �
,. �i
II-y/ 0 10 20 40
CONSULTANT MECHL PLANS COUGHLIN
22. 7 SD#F1A AREA DRAIN FOR CONTINUATION
ra "` SD#H4 CB TYPE II.48N:170094.80 E:1293664.94 SCALE 1PORTER
2.16 2CONNECT FOOTING 48 N:170292.91E:1 �9368_�
RIM=22.75 "*.[
75 67 F TO STORM RIM=21.40 1 LUNDEEN
Sp®1'.nEf 13q I IE=14.51 6 (IN)SIE=19.00 6(IN)W
r
C4.11 1(IN)E, .8 801 SECOND AVENUE - SUITE 900
I / SEE DETAIL 12 6 SDCO I ( ) I r
IE=12.37 18" OUT W � ,' � �
/ RIM TO GRADE `" Y " I SEE DETAIL ; I ; SEATTLE, WA 98104
• (TYP) c4.10 IE=17.75 ® I 0 (TYP) 2F1
I I \ IE=17.75
\ // � - F:206/343-056901
I IE=17.75 I I
Cleanout J I I 1
6" SDCO UI I i A CONSULTING
RIM TO GRADE ® m STRUCTURAL AND CIVIL
4.50 M IE-18.65 ;k. �I 2210 ENGINEERING CORPORATION
IE=18.65-
® o SEE DETAIL 10 --:f.� _---- --- \»cEoaR �- / I�
2.5 I ISSUED:
`D 6" STORM POC DATE DESCRIPTION
�. _ - -
� � _1 TER � \ i
J I I u, JL - SD#F1B AREA DRAIN , _ - - - IE=18.75 - - I HIGH PNT 2. 0 - 0 �RKER m \
SEE MECH L PLANS 1 - I 03/09/2016 BUILDING PERMIT RESUBMITTAL
N:170089.73 E:1293750.17 _ , FOR CONTINUATION COM COM ao I C I COM COM `CGS RIM=22.75 I I I O I \ �� \\
05/04/2017 NW CORNER UPDATE
I I IE=21.00 6"(OUT)W 5 R0� � \ �- 07/17/2017 AS -BUILT SET
f SEE DETAIL 12 84 " ^I \
M A
cc> I I I 2.48 \ 22.76
22.50 22.16 ' 1.I II v I zi
m \
�� 1�---�J 1�----C lj-i i I E:I 22.07 -
m
I w1I - 0 p❑ - e 24-- I 24I ` 4.00_01AI ---- g' I ' SD#H5 CB TYPE I1•48"
\
UKEY MAP:
NOTE:N:170288.3�1 E:1 9377792J
It RIM=21.39 I ALL STORM PIPE (SD) TO BE LCPE, RCP, SDR35
I L J I e zz.s7 II 22.1 IE-13.39 1$"(IN) E \ (IF GREATER THAN 3 ). ALL STORM PIPE TO
2.5
- LOW TEL CONFORM WITH CITY OF RENTON STDS
I 22.53 1 \
n 91 RR/ I I � r- - - - �� � - - - - � IE=13.39 18� (U W
LINE 22.94 1 / - _ �` (72°) NOTE:
ALL SPOTS SHOWN ARE BOTTOM OF CURB ELEV.
W 1.99 ALL CURBS ARE TO BE 6" CURBS UNLESS
L - - - - - - - - - - - - - - - - .45 \ OTHERWISE SPECIFIED.
\ 21.59-
22.64
W 22.70 \ WATER
II p \ v \\ �j\ MARKE Legend
SD#H6 CB TYPE II - 48
N:170252.94 E:1293834.58 c�4' 2219 EXISTING REMOVE PROPOSED
RIM1RIGHT OF WAY - - PROJECT NUMBER C152268-03
IE=14.60 12"(IN)4.60 22.54 \ � �
IE=14.10 12'(IN)E
1 PARCEL LINE DRAWN BY SAS
22.64
1 21. o I \% � IE=14.60 12 - - - 22. \ / \ `\ ASPHALT PAVING
SD#F9 CB TYPE I S I /\ IE=14.1 "(OUT)N
N:170022.80 E:1293801. lc���3 22.72 / I SE AIL 22.39 \\ / \\ \ ISSUE DATE 05/04/2017
RIM=21.69 I Sp I SD#J I CB TYPE I P) c4. 11 - \ I \ �= \ CONCRETE PAVING
IE=19.18 12"(IN)NE `'' ®� / \ N:170152.21 E:129 36.35 O 71 LF 12" SD SEAL
IE=19.18 12"(OUT)W ® 5.2% ��
og RIM=22.67 10 LF 12' SD @ 4.0% 22 5` \ �` BUILDINGS ® I 1 \ s \ \
D#K3 CB TYPE 1
170017.62 E:1293910.7
M=21.77
=19.27 12"(OUT)E
- I
SD#F8 CB TYPE I
N:170024.48 E:1293766.61
RIM=21.75
1.92 N IE=18.8312"(IN)E
N N IE=18.83 12"(OUT)W
t. 34 LF 12" SD ® 1.0%
IE=18.65 12 (OUT)N I 23.21 i - 7 \ L PE
22.75 / 2 \� SD#H6A CB TYPE \ \ GRAVEL ��� T�,
23.30 \ N:170323.26 E:1293839.99 \ 1 A
1 = A ROCKERY
RIM-22.49 � A � \ � ,-,W
1 D#FIO CB T PE I
I 22 s4 IE=18.25 12"(OUT)S \ �
�1 :170057. E:1293836.55 \ ` \ `� \ � CURBING
ti Z
I SEE DETAIL � \ \ �
I M192.6 12"(OUT)SW 23.17 23.23 P c� \ " \ `\ \ CONSTRUCTION LIMITS LIMIT O� 36936
22.77 2 • I 23.01 \ \
\ 22.00 \ \\ WATER LINE W ONAL
I
1 22.75 I II \' STORM DRAINAGE LIN�SD
I
I I \ \ ` SANITARY SEWER LINE ---SS
SHEET TITLE /NUMBER
4,
. \ /
POWER P P-
\
23.62 y 0 Grading and Drainage
/ 23.82 `� I I \ TELEPHONE LINE T T-
I/ 1 23.74 - Ri ge - - - - - - j Ridge -�� 23.7 .82 23.81 \ I \\ 23.00 `"' \
R dge - - - - 23.74 - 23 s2 - - - - - N 1 \ \ GAS LINE G G Plan
/ 2.5 - - --- cn I /
23.s2
EMI I \ TREEe °
I IL I ,22.87
t / L,, 23.50 WATER METER/FH Ellt
_ i r ,
\ \ -E 23.56_ - / - 23.54 - Y23.42 \ v Q ®• �,l
_ - I I STORM CB/MH L _J
� \ / /
I 70 LF 112 SD ® 9% 23.57 - - � _
I I _ 23_.51 23.51 SEWER MH/CO o •
22.82 23.56 23.55 1 /23.25 22.9 I -C �/ GAS VALVE/METER 9 0 b �
C4004
22.76 1
23.34 �\
:1111 _ = �� STREET LIGHT o-❑
Match Line - See Sheet C4.05
R-388319