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No. 535
DI
TOP 24.93
No. 537
No. 536 -
SDMH-G-48 TOP 25.13
RIM 25.24
INV NW 21.59
INV SW 21.64
INV E 20.34
INV N 20.4
INV S 20.4
BOT 18.9
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CB TYPE 1
W/BEEHIVE GRATE
RIM: 23.00
N: 183433.30
E: 1300548.30
IE (W) = 19.99 (12" HDPE)
IE (N) = 20.25 (6" UNDERDRAIN)
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i ber erAI3AM
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CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, Suite 300
1-800-424-5555 Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
SYM
REVISION
BY
APPROVED
DATE
SYM
REVISION
BY
APPROVED
DATE
M
MITIGATION HANGAR C180242
ABAM
SPT
10/09/18
F
D-35 ENTRANCE J#140882
REI
DED
12/12/07
BOE,AV" 0
N
MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242
ABAM
SPT
10/19/18
G
DRAWING OF RECORD J#140882
REI
DED
12/12/07
B
PARKING LOT 15
REI
DED
03/12/04
H
UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981
AAC
DAH
04/30/10
E
LOT RECONFIGURATION J#031098
REI
DED
10/11/06
J
GATE D-35 AND BADGE OFFICE -RECORD W1855850
ABAM
11/30/14
D
DRAWING OF RECORD J#031098
REI
I DED
1 11/04/04
K
PED PATHS & PARKING - RECORD W2651523
ABAM
1
05/01/15
III
UGP
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 SHEET C501-1A THROUGH C501-1D FOR LEGEND,
ABBREVIATIONS, AND GENERAL NOTES.
X 1
4.
SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A
X
THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL
AND GRADING INFORMATION.
5.
SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH
C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL.
1 6.
SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D
FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS.
7.
SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT
FEATURES, AND SIGN IMPROVEMENT DETAIL.
8.
ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN
INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE
INSTALLED PER MANUFACTURER'S RECOMMENDATION.
9.
NEW TYPE 1 IS IN BIORETENTION CELLS SHALL BE PER CITY
OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES
ARE NOT REQUIRED.
10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE
1
SM60 AND SM60BH OR APPROVED EQUAL.
I
11.
SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS
X
AT BIORETENTION CELLS.
BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6E
I
2> BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6F
CONSTRUCTION NOTES
N
70i
PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH
1 BEEHIVE GRATE
PROVIDE 4" WIDE WHITE LINE FOR NEW 23'x9' PARALLEL
PARKING STALL
W-401407
L I
S-401407
I
KEY PLAN
SCALE : NONE
A B C D E F G H J K L
I C10
C11
C12
C13
C14
C15
C16
D C17
C18
C19
C20
PILE I C21
C22
O C23
C24
C25
C26
L E C27
C28
C29
C30
CIVIL PERMIT SET
V3 20 0 20 40
DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet
DRAWN DATE SUBTITLE
ACCEPTABILITY CHL HECKED 10 09 18
THIS DESIGN AND/OR PARTIAL SITE UTILITIES PLAN SPECIFICATION IS APPROVED SPT 10 09 18ENGINEER TITLE MITIGATION HANGAR
APPROVED BY DEPT. DATE BEE 10 09 18
CHECKED
APPROVED RENTON SITE
APPROVED CIVIL MASTER SITE
R-401442
IN COMPLIANCE WITH CITY
OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Ann Fowler 12/14/2018 0
SURFACE WATER UTILITY
rstraka 12/14/2018
CURRENT REVISION
C180242
SYMBOL
N
DATE
10/19/18
SHEET
C 17 F
C33
JOB NO.
C180242
COMP NO.
RENTON, WA[6WG__N_0.
RTN-YD-17F