HomeMy WebLinkAboutR_40136375
0
N
00
N
u_;
0
z
0
1=
0
ca
m
J
C 7 o yo 0T� Fd N
�0(Dc0 p�b
6(b d
°� �' ', � 'n n"
O o ' oO UTILITY STAND
LAKE WASH NGTON o 0 �R14 r
ji
SUMMER o EL 15.18 (NGVD29) 0 0 / 0 rq OHARDSTA D�
a�o� WINTER o EL 13.18 (NGVD29) u O R14
�� = OOC'0 C�COIC�C
0000Ob ��++
0
�000 OCR
000J00C��.��
0 0 00/6 0 0
�
�00Ire 000
00
0�7 ? J Xr0 00 + /
{ { 00J0-Q000 /
r / I
3 1 O OJ0000�0
009"000000
r J � PROPOSED OHWM O O O O +
U
o-°ODOC�QO00
l� �O 0')1-00000 �r� 18
o6f o�-6000
+ � / (2KO 0 0 0 0 1071A 1
(p d b 00 �p + 24" PVC DRAIN
67, ��+� � W/HERRINGBONE GRATE
91 ( � 000
0 \ �N: 185678.89
0 (0/J 0 �+ E: 1299206.31
o � RIM: 17.58
/C 0 0 i + . IE S = 15.15 15" SLOT DRAIN
SQ 0 1 el-
'1' �-I ✓ Q 0 0 j/ 109 LF 15„ SLOT DRAIN @ 0.0%
24" PVC DRAIN
/ 185573.gONE GRATE
N
/ N / / / // - T - E: 1299233.95
J J /� / RIM: 17.58
l ` / / / - ► . _ (N) = 15.15 (15" SLOT DRAIN)
IE S) = 14.03 (12" HDPE)
l / /co/ -
Go /
m
0
0
/ 3 � LL
0 I�
U
Li
II �/ O
.2Y,AM Tt
IN
- S PIPE / STS
�Fw U
q UP o
Q
00
I �
I
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 BY APPROVED DATE SYM REVISION
- APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18
A CITY OF RENTON COMMENTS W4700331 ABAM SPT 10/01/18
MATCHLINE, SEE SHEET C500-3B
-- ;-- I
LLJ
o
I
I I
O_
N o
L
�
2
II J N
I
I s � \
CD
Lli
Do-
RTU-11 4 0
CN
I
o 10 J
7 LF 8" PVC
bo
• • I I l e I I 0 I I 0 I SJ.S�-SJ.S
O II II II O
L-- A 49 LF 12" HDPE
I
�I
L
OWS-062
58 LF 12" HDPE
66 LF 12" HDPE-
l��
II I W \
U I �I
LU
�j�i I II Z
I li I I
I
I `-'
C-4
COI I I
197 LF 12" SLOT DRAIN @ 0.0% L` I 1
I I II
I
�LL- I II
J
mI
II �I
I II I I
I I� w
1073A 1 J ILL W
24" PVC DRAIN /
W/HERRINGBONE GRATE
N: 185401.82
E: 1299346.85 I Ld
RIM: 18.36 N
IE (E) = 16.15 (12" SLOT DRAIN)
IE (N) = 16.15 (12" SLOT DRAIN) L�
A I
I Z
Qw
0I
1
1
1 1 1 z
I I I 1 -
m I I I z o
2 200' SHORELINE SETBACK I I I w �_
J
30" PVC DRAIN PER CITY OF RENTON I I I I m
^1 W/SOLID LOCKING LID I I I
- 97 LF 12" HDPE- 1 I 1--4 O
- - - STS STI1 N: 185479.79
l 1 E: 1299258.68 \ E
/ EIM(Ej 8-76 3.84 (12" HDPE) \ � �w
3 3 �
T-- -- - �- \ I'
`cb / \ IE (N) = 13.84 (12" HDPE) \
„
--6WFIRE------6"WFIRE L`
/----� r - - - - - - - - - - - - - - - - - - - - - -_-_-- -�----
J Fitt F -_ F F4�:
m I I I w
♦♦♦ FW STS „ /� STS 10 W FIR�"CI SD STS 10 W FI ° n1
II
♦♦ / �� I I / '6"Cl SD
--
♦ �--- ---L,=------------------------------- ---
C*A-C4 �� 1w
ROLLINIG DOOR PAD I I
jp 0 w
On I N I I
MI. Iw
01
Lli
00CO
O m 1 1
m I
m Iw
BY I APPROVED I DATE
u 1SG / L I- 1 0 2
SAFE DRAIN
N: 185522.57
E: 1299423.41
RIM: 18.00
IE (W) = 14.00 (12" HDPE)
IE (E) = 14.00 (12" HDPE)
1074-18
30" PVC DRAIN
W/SOLID LOCKING LID
N: 185510.78
E: 1299377.94
RIM: 18.41
IE (W) = 13.59
(12" HDPE)
IE (E) = 13.59
(12" HDPE)
IE (N) = 13.59
(12" HDPE)
-98 LF 12" SLOT DRAIN @ 0_0% J
1073-18
2
24" PVC DRAIN
W/HERRINGBONE
GRATE
N: 185496.34
E: 1299322.17
RIM: 18.40
IE (S) = 16.15
(12" SLOT DRAIN)
IE (W) = 13.70
(12" HDPE)
IE (E) = 13.70
(12" HDPE)
1072-18
P.
of WAsh� �f
x
31271 w�
��ssioNaL
�' I I
� I \
� II
N 11w /
I /
_ T -F
i
P
� � �12"W FIRE C�
/ w - ABAND- - CW -
0
-I "' , `,
CJ1'
� _ I
Ld
� I
N (n U L`J
: HPSS
10" I I KEY PLAN
SCALE: N.T.S.
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. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS
4. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE
ACHIEVED
5. LOCATIONS OF DRAINAGE STRUCTURES SHOWN ON THIS DRAWING ARE TO THE
CENTER OF THE STRUCTURE UNLESS NOTED OTHERWISE.
6. SEE STORM DRAINAGE PROFILES ON SHEETS C500-313 TO C500-3K FOR PIPE
AND STRUCTURE ELEVATIONS AND UTILITY CROSSING INFORMATION.
7. SEE GENERAL NOTES ON SHEET G2.
8. PROVIDE MODIFIED CATCH BASIN COLLARS PER DETAILS ON SHEET C500-31- AT
ALL EXISTING, NEW, AND REPLACED DRAINAGE STRUCTURES.
9. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO
CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE
KEPT OFFLINE UNTIL PROJECT IS COMPLETE.
® UTILITY CROSSING. SEE SHEET C500-3G FOR UTILITY CROSSING.
SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M
c> SAFE DRAIN CONTAINMENT VAULT PER DETAILS ON SHEET C500-3Z
3> COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT PER DETAIL 1 ON C500-3P
® MODULAR WETLAND PER DETAILS ON SHEET C500-3S
CONSTRUCTION NOTES
PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE
PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID
3� PROVIDE 8" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD"
4� PROVIDE 12" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD"
20 0 20 40 n/
scale feet "
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
ICIVIL PERMITI
CIVIL MASTER
STORM DRAINAGE PLAN - SHEET 1
APRON R INFRASTRUCTURE
RENTON SITE
SITE
R-401363
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SUR01FACE WATER UTILITY
atowler 12/20/2018 rstraka 12/20/2018 Ul
W4700331 J `' A ""' ` 10/01 / 18
SHEET
C500-3A C46-
JOB N0. COMP NO.
W4700331
RENTON, WA DWG N0. 4-APRON-R-0500-3A