HomeMy WebLinkAboutR-401472GENERAL NOTES
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C11E
BUILDING CONNECTION NORTH
SCALE: 1 " = 10'
PROTECT EXISTING
8" WATER
PROPOSED FIRE
HYDRANT ASSEMBLY
M501-1 D N-185536.30
E-1300246.80
1 - 12"x6" CUT -IN TEE • •
CONNECTION TO EXISTING
N-185525.02
E-1300202.22 •
\ F PROF
FW
45 LF 6" DI FIRE
NEW 30" STORM
ERE HYDRANT CONNECTION DETAIL
C12E SCALE: 1 " = 10'
4), Ber erABAM
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
ORIG MITIGATION HANGAR C180242 ABAM I SPT 10/09/18
SYM
EW BUILDING
-87
REVISION
JL LI I V UI
OVE BLIND FLANGE AND
NECT TO 10" FLUSH PIV
INSTALL 8" BLIND FLANGE
AT TEMPORARY CONNECTION
BUILDING CONNECTION SOUTH
C12E SCALE: 1" = 10
UA--_D J
n
1 - 8"x6" CUT -IN TEE
CONNECTION TO EXISTING
INSTALL BLIND FLANGE (NORTH)
N-185268.67
E-1300356.90
PROTECT EXISTING
12" STORM
cn
PROTECT EXISTING \
15" STORM
C13E
BY I APPROVED
1 PROPOSED FIRE
HYDRANT ASSEMBLY
M501-1 D N-185281.10
E-1300396.82
EXISTING 8" FIRE MAIN •
TO BE ABANDONED •
SEE REMOVAL PLANS
W�
PROPOSED BOLLARD
PROTECTION (TYP)
PROTECT EXISTING LIGHT
POLE AND JUNCTION BOX
42 LF 6" DI FIRE
ERE HYDRANT CONNECTION DETAIL_
SCALE: 1 " = 10'
DATE
P.
of WA �f
®
D
BOE//V� �
x
31271 w�
��ssioNaL
200' SHORELINE
SET BACK
CONNECT TO APRON R
FIRE SYSTEM WITH 6" DI
PROPOSED BOL
PROTECTION (T
ERE HYDRANT CONNECTION DETAIL
C11 E SCALE: 1 " = 10'
CONNECTION TO EXISTING
1 - 6" 45° BEND
6" DI SPOOL AS REQUIRED
N-185067.26
E-1300478.22
Ij
33 LF 6" DI FIRE
\ b
PROPOSED FIRE
HYDRANT ASSEMBLY
M501-1 D N-185035.96
E-1300497.60
LXIJIIINIi HTUKAINI IU
BE REMOVED $
PROPOSED BOLLARD
PROTECTION (TYP) /
ERE HYDRANT CONNECTION DETAIL
C 13E SCALE: 1 " = 10'
CIVIL PERMIT SET
V3
DESIGN BY: BERGERABAM DATE 10/22/2018
DRA1
ACCEPTABILITY
HL
THIS DESIGN AND/OR
CHE
SPECIFICATION IS APPROVED
SPT
ENG
APPROVED BY
DEPT.
I DATE
BEE
1. SEE SHEET C501-1A FOR FIRE AND WATER SERVICE NOTES.
2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS.
3. SEE SHEET M501-1 D DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING AND BACKFILL.
4. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS REQUIRED FOR
CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT.
5. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL
POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, CONDITION AND ROUNDNESS PRIOR TO
ORDERING MATERIALS.
6. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT CENTER OF STRUCTURE,
BEND OR CENTERLINE OF PIPE.
7. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH
AMERICAN 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.
8. 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.
9. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL DUCTILE IRON PIPING AND FITTINGS SHALL
HAVE FLEXIBLE BOLTLESS RESTRAINED JOINTS, WITH A MECHANISM THAT PROVIDES A POSITIVE
AXIAL LOCK BETWEEN THE BELL AND THE SPIGOT TO RESTRAIN THE JOINT. TR-FLEX BY U.S.
PIPE, OR APPROVED EQUIVALENT. TR-FLEX GRIPPER RING BY U.S. PIPE SHALL BE USED TO
RESTRAIN FIELD CUT PIPE, PER MANUFACTURER'S INSTRUCTIONS.
10. BOLLARD PROTECTION FOR ABOVE GRADE UTILITIES SHALL BE PER DETAIL 5 ON SHEET
M501-51D WITH SPACING PER DETAILS 1 AND 2 ON SHEET M501-51D.
11. PERMANENT FIRE SYSTEM IMPROVEMENTS TO BE CONSTRUCTED PRIOR TO BEGINNING PRELOAD
CONSTRUCTION ACTIVITIES ARE SHOWN ON SHEET M501-1A.
SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY
1AI L SUBTITLE
10 09 18
10 09 18
10/09/18 TITLE
CIVIL MASTER
PERMANENT UTILITY DETAILS
MITIGATION HANGAR
RENTON SITE
SITE
S-401412
W-401412
R-401472
1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS
I..VLLLIVI IC180242 JIIVIUVLO R G "" 10/09/18
SHEET
M501 -1 C M03
JOB NO. COMP NO.
C180242
RENTON, WA DWG NO. RTN—YD—M501-1 C