HomeMy WebLinkAboutR_401367f^ ^l
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24
MATCHLINE, SEE SHEET C500-3F
I I
4 111 1
OWS-066 26
3 00 II
I I
RTU-16 4 1 II
_ 1
7 LF 8" PVC 1116-18 2
\ 39 LF 18' HDPE 30 PVC DRAIN
W SOLID LOCKING LID
3\\\, 81 LF 18" HDPE I I N/ 186338.76
\ I I E: 1300773.47 1113-18
2 II RIM: 18.51 I
/ 8 LF 12 HDPE •\ \ 25 30 )
PVC DRAIN I I IE NW 14.12 (18" HDPE)
J ` _ W/SOLID LOCKING LID IE (E) = 14.12 (18" HDPE)
•
- 5 \ 1 tl F 18 N: 186391.81 HDPE E: 1300737.56
1114-18 \ \ I �a RIM: 18.86
2 \ I I IE (NE) = 14.33 (18 HDPE)
30 PVC DRAIN \ \ I IE (NW) = 14.33 (18" HDPE) II 1107A 1 /
\W/SOLID LOCKING LID \
\ \ \ tl 24" PVC DRAIN
N: 186404.66 \ a
I V-111 -18 I I W/HERRINGBONE GRATE
E: 1300725.56 \ 2
RIM: 18.95 \ I I I N: 186293.53
IE (SE) = 14.30 (18" HDPE) \ \ \ �` I I E: 1300749.80 I
RIM: 18.26
IE (SW) = 14.30 (18" HDPE) \ \ I I IE (E) = 16.05 (12" SLOT DRAIN) 1
IE (NE) = 15.02\ 12" HDPE)
1106A 1 I
24" PVC DRAIN
W/HERRINGBONE GRATEN: 186292.27
\
\ /\\ \ E: 1300744.96
/
10 LF 18" HDPE \ \ • • \ \ II RIM: 18.26
\\ \ • \\\� i i IE (W) = 16.05 (12" SLOT DRAIN) I
2 1115 18
30" PVC DRAIN \\ �� \ • __-- _I F I I \
I W/SOLID LOCKING LID \• I I F
N: 186397.82 \\ \. I I I o F
E: 1300718.25 \ \ I dal
\ / RIM: 18.92 o � _
IE (NE) 14.28 (18;; HDPE) / \o \\ II A - - A nn� A �- ALA- - A- - M� - - M� A nn3
IE (SE) = 14.28 (18 HDPE) i- ------lip---------- --------- T
cn
I/) cn C200' SHORELINE SETBACK
I
PER CITY OF RENTON
\�\ IIJ 00
0
// `\ \\\\�� j j 12"C
STS
1106-18 1
24" PVC DRAIN
W/HERRINGBONE GRATE
N: 186255.13 /0 Q
E: 1300602.08 a
RIM: 18.30 cn
IE (E) = 16.05 (12" SLOT DRAIN) ~
IL IE (SW) = 14.75 (12" HDPE) j
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18"HDPE �! /
24" PVC DRAIN 8
W/HERRINGBONE GRATE
\ \ \ \ \ \ N: 186109.94
OUTFACE 003 /
E: 1300541.77
��� IE (S18�00 5.75 12" SLOT DRAIN
/
EXISTING/PROPOSED OHWM
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
- APRON R INFRASTRUCTURE W4700331 ABAM
A CITY OF RENTON COMMENTS W4700331 ABAM
APPROVED
DATE
SYM
SPT
06/08/18
SPT
10/01/18
REVISION
MATCHLINE, SEE SHEET C500-3D
BY I APPROVED I DATE
4-82 BUILDING
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TRENCH DRAIN
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1105A ii
24" PVC DRAIN
W/HERRINGBONE
GRATE
N: 186061.82
E: 1300554.29
RIM: 17.96
IE (W) = 15.75
(12" SLOT DRAIN)
IE (N) = 15.75
(12" SLOT DRAIN)
P.
of WA �f
x
31271 w�
��ssioNaL
MA Mj
BRICK
_ PAVERS
�00 O
0
20 0
scale
20 40
feet
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
DRAWN
JDM
DATE
06/08/18
SUBTITLE
CHECKED
SPT
06/08/18
ENGINEER
BEE
06/08/18
TITLE
APPROVED BY
DEPT.
I DATE
Mi
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 C500-31- 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 C500-3K FOR UTILITY CROSSING.
MA
SLOTTED DRAIN WITH 15" SLOT PER DETAILS ON SHEET C500-3M
2� ACTUATED VALVE PER DETAILS ON SHEET C500-3Z
3� COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT PER DETAIL 1 ON C500-3R
:> MODULAR WETLAND PER DETAILS ON SHEET C500-3X
5� PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2 ON C500-3R
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 18" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD"
ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE
PROVIDE SPRING ASSISTED HATCH, NEENAH FOUNDRY PRODUCT R-3498-K2S
OR APPROVED EQUAL
z
m
WWI
CIVIL PERMIT
STORM DRAINAGE PLAN - SHEET 5
APRON R INFRASTRUCTURE
RENTON SITE
SITE
KEY PLAN
SCALE: N.T.S.
R-401367
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SUR01FACE WATER UTILITY
afowler 12/20/2018 rstraka 12/20/2018 Ul
wI` \LIV W4700331 J `' A ""' ` 10/01 / 18
SHEET
C500-3E C50-
JOB N0. COMP NO.
W4700331
DWG N0.
RENTON, WA 4-APRON-R-0500-3E