HomeMy WebLinkAboutR-417730n
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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
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.
4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A
THROUGH C501-51) FOR PAVING DETAILS, HORIZONTAL CONTROL
AND GRADING INFORMATION.
5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH
C501-6V FOR STORM SYSTEM IMPROVEMENT DETAIL.
6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-ID
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 HOPE AND SHALL BE
INSTALLED PER MANUFACTURER'S RECOMMENDATION.
9, NEW TYPE 1 CB'S IN BIORETENTION CELLS SHALL BE PER CITY
OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES
ARE NOT REQUIRED.
11 FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE
SM60 AND SM60BH OR APPROVED EQUAL.
lt. SEE SHEET C501-6T FOR EXISTING PAVEMENT GRADE DETAILS
AT BIORETENTION CELLS.
BIORIE ENTION CELL PER DETAIL 1 ON SHEET C501-6H
BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6H
BIORIE ENTION CELL PER DETAIL 1 ON SHEET C501-6J
CONSTRUCTION NOTES
PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH
BEEHIVE CRATE
CIO
D11
C12
C13
C14
C15
C16
C17
C1a
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
PROVIDE 4' WIDE WHITE LINE FOR NEW 23'x9' PARALLEL
PARKING STALL
KEY PLAN
SCALE : NONE
R-4177030
"( WSP 300 AC MATCH LINE — FOR CONTINUATION SEE SHEET C18F INCOMPLIANCE WITH CITY OF RENTON STANDARDS
1 3330I 9N AYmeS UN DEVELOPMENT ENOINEENNO
CALL 48 HOURS w ai 2D ° 2D 4D �, CIVIL PERMIT lchavez 08/25/2021
fetleral Way, WA 9B0012Kb
BEFORE YOU DIG TEI:(20E)431-2300
1-800424-5555 FAX: (206T 43E-2250 scale feet
SYM RENSION BY APPROVED DATE SVM REVISION BY APPROVED DATE ACCEPTABILITY JDM 07 09 21 DRAWN DATE SUBnRE PARTIAL SITE UTILITIES PLAN CURRENT REVIsoN syMeol T, DATE /
N P. THIS DESIGN AND/OR N K C180242 M 07 09/91
M APRON R - CENTRAL C780242 WSP SPT 07/09/21 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 4E� T /
eE �" w,o'RG SPECIFICATION IS APPROVED SPT 07 09 21 SHEET
E LOT RECONFIGURATION JJ031098 REI DIED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14BOE/NG ® y a°m APPROVED BY DEPT. DATE JDM 07 09 21 nTLE APRON R - CENTRAL C 1 7 F C30
D DRAWING OF RECORD J#031098 REI DED 11/04/04 K RED PATHS & PARKING - RECORD W2651523 ABAM 05/01/15 t CHECKED
RENTON SITE JOB NO DMP ND.
F D-35 ENTRANCE J#140882 REI DED 12/12/07 "Fm"aN� �`O�Dd ry,� APPROVED C180242
G DRAWING of RECORD Jg140882 REI DED 12/12/07 <�° APPROVED CIVIL MASTER 11 RENTON, WA DN NO. RTN—YD-17F