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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
.5 I BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE
OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR
COMPLETION OF CONSTRUCTION.
2" 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND,
4 ABBREVIATIONS, AND GENERAL NOTES.
4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A
THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL
PILE AND GRADING INFORMATION.
3 8.8 5 C501ST STORM DRAINAGE OR STORM SYSTEMIMPLAN SHEETS ROVEMENTMPROVE ENTCDEETAI . THROUGH
X I 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D
FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS.
26.3 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT
FEATURES, AND SIGN IMPROVEMENT DETAIL.
No. 360 DI 8• ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN
"01-69 - I INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE
26.4t TOP 26.2Ek I INSTALLED PER MANUFACTURER'S RECOMMENDATION.
INV N 24.2 INV N 24.10
ACT 24.2 BOT 24.10 9. NEW TYPE 1 CB'S IN BIORETENTION CELLS SHALL BE PER CITY
2 LOGGED OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES
X ABANDONDED ARE NOT REQUIRED.
TELEPHONE CONDUIT
MISSION 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE
- - - - - SM60 AND SM60BH OR APPROVED EQUAL.
1-� RJR FW �MA-
& 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS
A AT BIORETENTION CELLS.
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ON SHEET C501-6E
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NOTES
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PROVIDE STORM DRAINAGE CATCH
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.. i /®'� ��'fir'"'� •INICK G- •UNDCOVER,
27.70 -401444
.,/i
J. BergerABAM
CALL 48 HOURS ��
B O 0 R E YOU DIG 33301 9th Avenue South, Suite 300
1-�00-424-5555 Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
M
sQ
REVISION
APPROVED
DATE
sM
APPROVED
MITIGATION HANGAR C180242
ABAM
SPT
10/09/18
L
UPGRADE 20 SCALE SITE PLANS (DHA 09-1737) 9488981
AAC
DAHD
04/30/10
R
MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242
ABAM
SPT
10/19/18
M
RECORD DRAWING PARKING LOT 20 RFI 14 J#120147
DED
REI
05/08/13
H
DRAWING OF RECORD J#030198
REI
DED
11/04/04
N
PED PATHS & PARKING -RECORD W1759198
ABAM
05/01/15
J
RECORD DRAWING - 10-80/-90 DEMO
HGI/ROG
DAH
07/20/07
P
737 MAX DUCT BANK - RECORD W1759198
ABAM
10/31/15
K
RECORD DRAWING - REMOVE DOMESTIC & FP WATER
HGI
I -
12/15/08
E
I PARKING LOT 15,16, & 17 J#130306
REI
DED
09/30/03
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CIVILPERMIT SET DEVELOPMENT ENGINEERING 0
V3
20 0 20 40 Ann Fowler 12/14/2018
N
DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet SURFACE WATER UTILITY
rstraka 12/14/2018
DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
ACCEPTABILITY HL 10 09 18 PARTIAL SITE UTILITIES PLAN C180242 R 10/19/18
WP• T THIS DESIGN AND/OR CHECKED
�,���'� SPECIFICATION IS APPROVED ESHI
NGINEER 10 09 18 TITLE SHEET
APPROVED BY DEPT. DATE BEE 10 09 18 MITIGATION HANGAR CHECKED Cj 18 F C35
31271 ww RENTON N TO N SITE JOB N0. COMP N0.
��ss�oNAL APPROVED C 180242
APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-18F