HomeMy WebLinkAboutR_401343M
i
i
W
1 t ,MATCHLINE, SEE DSHEET C500-°2C
7
-77
D °
T b° °
_
0.
•[P a V
J °d hFINISH GRADE@
Y FACE OF WALL
EL-16.70 J ti a °
d° d
a ��^ V
°.
BEGINv b D D D o D° v D v I I d d _ ° d °d
Z N: 185699.50 ,/J ti ° d d
( 1 t )
E: 1299763.01 �8 '17n
t- ��- IIII - ,88•SSl" 1 DJ Dp°°D. _ D °D° D d$jp ° 1v oQD. �D- D° D'vP - D D p vDD D/v D D v:D. D DD7�7_ �vrSi•7��DDl_iD D vvD/77/88Dp. °•
a
-gs Q°ddr!v>�D `/
°a
d . d °' � ° v `71dJ9. yry
D D°- a
c ' F7LO
a �° °a
3d°5d
.d
4END E
ft 185699.50 `''
E: 1299763.01 �� °
Q
L(l JO FINISH GRADE @
FACE OF WALL \7
EL- a ade i a
18.40 6 ti 60 ad FINISH GRADE @ S500-17 C ti D a
CCv d °°.
a _
d.°
=UQCi
vw <�0B�RGE S�� FACE OF WALL
EL- D� o 4 ,°o vi{19.21
D d 4,❑I 18.47 d
zJFINISH GRADE @ ,2 d °D aI wFACE OF WALL _
ELU16.39 �� e Y d
JJ 00 /,4/ � 4
v6
v 1V
/ O 4
JO
d
a u� O � 1 � _j_j 10.00 � Dv b y � v p vD D D II d � � d � d d
..D ``D 4 d °.° .d d d
v D, 1 _~ D v D�0p II pd4d
dd °
d v °
.1Zd�
18.36
° S500-16 `
FI\ncu rRen� n v x I .0-4 .
°
0
o
I I LL
jr
I '5� �� ��-, ri of
o o o49
C> �� � f �� � of
LAK E WASH N GTO N
'-r� E, SUMMER o EI1�,(NGVD29)
1 I e
WINTER o •EL.d (NGVD29)
1, 4
'z o
°
o✓� 6
�
0
[°
Lp
l /Or i" �� p Q 1
°
4), Ber erABAM
CALL 48 HOURS�
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
1- 800- 424- 5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION
- APRON R INFRASTRUCTURE W4700331
A CITY OF RENTON COMMENTS W4700331
BY
APPROVED
DATE
SYM
ABAM
SPT
06/08/18
ABAM
SPT
10/01/18
4
7
FACE OF WALL
EL-16.70 _z
J�
00 E _'
50� 6 JJ
J
FINISH GRADE @ ,/
C
FACE OF WALL
EL-16.70
1 t 7
V
/6.)
D
17&
lJ
°
a rr-K LI I
°
T ur KuN
I uiN
°.
d:
4
0� D°
D
S
lXJ
I •��0
° -. d
d
Q
D
@
v \7 °'
v
D° D
v
v
I
I ° -4
- °
d
d
4 d
° -
L _j
•
D
D�
P v
D ° -
v
D
-.
ti
D\7v
°
\7
I
I
I
d a
°
°
d
dd
4°
Z
°
°. -
8
.Vp D d
d
,7
8
O
°
`9
° D_
D
D
v
I
•
°
p
�, 4
D
b'/
�.
-
D V
D°
° D °.
"4
�°
D.
-
_
.. Q d°
d°
d -
°
. Q
O d
\7
D
'D
v D'
v c
\7. °
D
4 4
•
D
D
D
°
_ D
I °
d
71%S°.
`.D�J
D'
v ..
° D
v
. ,5
p
D - p A� b v
J
,/J
v D
°
°D
v D
D
D'� v
\_7
D
D v
8
D
D
°
D
\7 D
/ j
_j_j
FINISH GRADE @ I JJ
FACE OF WALL
�I EL-16.70 18
J
I-
I
FINISH GRADE @ I �/
FACE OF WALL
ELI-16.70 I J
REVISION
A d d
Q 4� d
d
. D
D
v'
°
D
D
D
`7
\7
d
4.
V•
&Od
.
d
CT
D
.
\7 D
v
D-D
\7v
D
D
v
D
D
D v
_
5
.°
d °
�
w
p
\7 °.
D
'\7 °
D
8
D
°
I I
d °
a -
d
QQ-
dS
°
d
18.70
°\7
L"v
18,47
°
19.17
w
7
d
CL
�.
18.59
\
p
\7
D
v
v
p
d
d
°
d° a
6
19.31
6
-D
D v
C
v
\7�
D
D
\7
°D °
°
D
°
v
DO.
v
\_7 D
II
6 °
°
p-
°
°
D 9
D
\7 _ '
D
K0
D \7
Nb
D° IIIIII
.510
°
d
60
IQ°
'Cl 4
a
y9��D
�
S
D.8
-
D
o
D
P
°
4
\7
d. Q
- dd
4
. v
MATCHLINE,
SEE
SHEET
C500-2A
BY I APPROVED I DATE
P. T
y WASyl�c'���
BOE//V�® Yy I•• �
31271
o��s`sjoNALR��'
20 0 20 40 n ,
scale feet /v
DRAWN DATE SUBTITLE
ACCEPTABILITY JDM 06/08/18
THIS DESIGN AND/OR CHECKED
SPECIFICATION IS APPROVED SPT 06 08 18
ENGINEER TITLE
APPROVED BY DEPT. I DATE BEE 06/08/18
CIVIL MASTER
LEGEND
12" THICK REINFORCED
CONCRETE PAVEMENT
12" THICK REINFORCED
CONCRETE RELIEVING SLAB
14.5" THICK REINFORCED
CONCRETE RELIEVING SLAB
14.5" THICK REINFORCED
CONCRETE PAVEMENT
14.5" THICK CEMENT CONCRETE PAVEMENT
GENERAL NOTES
1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH
ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL
GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION:
NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) _
NGVD29 + 3.60 FEET.
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC
APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND
MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS
OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT
EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION
OR COMPLETION OF CONSTRUCTION.
3. SEE SHEETS C500-2G THROUGH C500-2W FOR PAVEMENT, GRADING, AND
SUBGRADE DETAILS.
4. SEE STRUCTURAL SHEET S500-16 THROUGH S500-17 FOR REINFORCED
PAVEMENT, RELIEVING SLAB AND TRANSITION DETAILS.
5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB
UNLESS OTHERWISE NOTED.
6. PROVIDE EMERGENCY DRAINAGE SPILLWAY AT ALL 4" RAISED CURBS
UNLESS OTHERWISE NOTED. SEE DETAIL 5 ON SHEET C500-2H.
7. SEE CIVIL SITE PLANS ON SHEETS C80 THROUGH C85 FOR HORIZONTAL
CONTROL.
COMBINED BYPASS AND OIL/WATER SEPARATOR WITH REINFORCED
SLAB LID PER DETAILS ON SHEET S500-20 THROUGH S500-23 AND LID C500-3P
ELEVATIONS PER
MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET C500-3T FOR LID
ELEVATIONS.
PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL 1I
C500 2G
INTEGRAL CURB AND SHEET PILE WALL CAP I�
S500-17
PROVIDE REINFORCED CONCRETE AT SLOT DRAINS AND PVC DRAIN
CONNECTIONS PER DETAILS ON SHEET C500-3M.
PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE STRUCTURES PER
DETAILS ON SHEET C500-3L.
PROVIDE INTEGRAL CURB AND STEM WALL PER DETAIL 1=-I
S5000--16
KEY PLAN
CIVIL PERMIT.,
GRADING/PAVEMENT PLAN - SHEET 2
APRON R INFRASTRUCTURE
RENTON SITE
SITE
SCALE: N.T.S.
R-401343
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
afowler 12/20/2018 01
�V1\\LIvW4700331 JI°uvL A v^1L 10/01/18
SHEET
C500-2B C26-
JOB NO. COMP NO.
W4700331
F".
RENTON, WA 4-APRON-R-0500-2B