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LAKE WASH N GTO N
SUMMER o EL 15.18 (NGVD29)
WINTER o EL 13.18 (NGVD29)
A /
V UTILITY STAND
�R2 ,, J
HARDSTAND
f� /
/ R2
N: 186553.76 /� o
E: 130093 442 .._
~� l✓;` l 1 1109-18
24" PVC C
17 LF 8" SLOT DRAIN @ 0.0% r /Q / \ / W/HERRIN(
�o p / N: 186421
Lj 81 6 6 2 � I • E: 130104
'� // RIM: 17.5C
/ E>39gV92f o / �j IE (SE) -
IE (W) -
j30" PVC DRAIN \ C) /
% 20 LF 8" SLOT DRAIN @ 0.0% W/SOLID LOCKING LID
186398.65 - " - -
S �
E: 1300953.63 P@jDWIjS
RIM: 18.38 -
/ / \ IE (E) = 13.77 (12" HDPE)
OUTFALL 002A '
) \ ��
OUTFALL SHALL EXTEND o 78 LF 36"/HDPE / 1S (/ IE (S) = 14.34 (12"HDPE)
BEYOND EXISTING
WITHDRAWAL LIMIT LINE
ADD LENGTH AS REQUIRED
5
1119-18 3
CONVERTED PILE
w JUNCTION STRUCTURE
0 � . � ~ � I l I \\\ E: 1300901173
�o \ \\ RIM• 15.50
L �" \ \ \ I\ \\\ �IE (S) = 8.98 (36" HDPE)
IE (N) = 2.25 (36 HDPE)
IE (E) = 11.48 (8" SLOT FAIN)
j\
Lf
`) EXISTING/PROPOSED OHWM ,.� `� I' \ / \ \ \ \� 41 LF
2 1112-18
PVC DRAIN
W/SOLID LOCKING L
N: 186389.13
E: 1300798.36
UTILITY STAND \ \ \\ RIM: 18.51
R3
'IV . IE ((NW)
13.40 (1 �
13.40
0 HARDSTAND\\ \ •A\� IE (E) = 13.40 (12
R3 \
i BergerABAM
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 OUTFALL 002A EXTENDED BEYOND WITHDRAWAL LIMIT W4700331 ABAM SPT 09/19/18
B CITY OF RENTON COMMENTS W47003311 ABAM I SPT 10/01/18
MATCHLINE, SEE SHEET C500-3E
BY I APPROVED I DATE
i
/g
STS
i
N 186406.89
E: 1301034.05
RIM: 17.69
IE (S) = 9.51 (36" UKN)
�IE (N) = 9.51 (36" UKN)
- -IE (W) = 9.51 (36" HDPE)-
\ .. ,.,..
W/HERRINGBONE GRATE
N: 186359.45
E: 1301003.35
RIM: 18.30
IE (W) = 16.05 (12" SLOT DRAIN)
38 LF 12" SLOT DRAIN @ 0.0%
W/HERRINGBONE
GRATE
N: 186349.82
E: 1300966.33
RIM: 18.26
IE (E) = 16.05
(12" SLOT DRAIN)
IE (N) = 14.44
(12" HDPE)
IE (W) = 16.05
(12" SLOT DRAIN)
SDMH TYPE 3 - 72"
N: 186384.15
E: 1300947.07 /
RIM: 18.48
IE (W) = 13.76 (18" HDPE) /
IE (E) = 9.34 (36" HDPE)
IE (N) = 9.34 (36" HDPE) /
� I
URE 726-18 2
SAFE DRAIN
N: 186429.76
E: 1300953.80
RIM: 18.00
IE (W) = 14.33 (12" HDPE)
I
I
URE 725-18 [:2:j
SAFE DRAIN
N: 186399.32
E: 1300837.81 I
RIM: 18.00
IE (E) = 14.00 (12" HDPE)
IE (W) = 14.00 (12" HDPE)
224 LF 12" SLOT DRAIN @ 0.0%
I
I
1111-18 a'
30" PVC DRAIN 2
W/SOLID LOCKING LID
N: 186360.23
E: 1300805.87
RIM: 18.34
IE (E) = 13.46 (12" HDPE)
IE (N) = 13.46 (18" HDPE)
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4-83 BUILDING
0 a-' 0 0' o m
\ / 17
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z
a
200' SHORELINE SETBACK
PER CITY OF RENTON
4-82 BUILDING
20 0 20 40 n/
scale feet
ACCEPTABILITY IJDM
THIS DESIGN AND/OR CHE(
SPECIFICATION IS APPROVED SPT
ENGI
APPROVED BY DEPT. I DATE BEE
)ATE SUBTITLE
06/08/18
06/08/18
06/08/18 TITLE
CIVIL MASTER
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 C500-3G 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 C500-3L 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 C500-3K FOR UTILITY CROSSING.
SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M
2> SAFE DRAIN CONTAINMENT VAULT PER DETAILS ON SHEET C500-3Z
3� CONVERTED PILE SUPPORTED STRUCTURE PER DETAILS ON STRUCTURAL PLANS. FIELD
LOCATE STRUCTURE BETWEEN EXISTING SHEET PILE WALL TIE -BACKS AS REQUIRED.
® SLOT DRAIN PER DETAIL 1 ON SHEET C500-2V
PROVIDE 36" TIDEFLEX TF-1 VALVE PER DETAIL 1 ON C500-3Y
CONSTRUCTION NOTES
PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE
2� PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID
ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE
CONNECT TO EXISTING STORM PIPE WITH SADDLE MANHOLE TYPE 3
PROVIDE STORM DRAINAGE MANHOLE TYPE 3 WITH DIAMETER SHOWN IN PLAN
PLUG EXISTING OUTFALL 002
PROVIDE SPRING ASSISTED HATCH, NEENAH FOUNDRY PRODUCT
R-3498-K2GS OR APPROVED EQUAL
8� ABANDON PIPE. SEE NOTE 7 FOR ABANDONMENT PROCEDURE
CIVIL PERMIT
STORM DRAINAGE PLAN - SHEET 6
APRON R INFRASTRUCTURE
RENTON SITE
SITE
KEY PLAN
SCALE: N.T.S.
R-401368
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
atowler 12/20/2018 01rstraka 12/20/2018 U
wI` \LIV W4700331 J `' /� D 10/01 / 18
SHEET
C500-3F C51
JOB N0. COMP NO.
W4700331
DWG N0.
RENTON, WA 4-APRON-R-0500-3F