HomeMy WebLinkAboutR_4013100TENSION WIRE
8'-0" MAX
END, GATE, OR 12" TYP.
CORNER POST
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N
a a a d
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4 Q
4 d d
4
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MID RAIL TYPICAL
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POST AND RAIL SPECIFICATIONS
PIPE ROLL FORMED
MEMBER
NOM. SIZE SECTION WEIGHT
(SCH. 40) (Ib/ft)
END, CORNER, OR PULL POST 2 2" DIAM. OA 5.10
LINE OR BRACE POST 2" DIAM. OB 2.40
BRACE OR TOP RAIL 1 4" DIAM. OC 1.35
GATE POST 32" DIAM.
FABF
2 SI
3 Y"
2
OA
WHITE REFLECTIVE
TAPE TYP.
KLED SELVAGE
d
a
a
d
°
d
4
Q
4
1 8
FENCE LINE
B
nnrT
( 2)
C500—SE
TOP RAIL TYPICAL
CHAIN LINK
FENCE FABRIC
° a
4
d Q 4
p
•p d
d d'p d. d 4 Q
4 d 4
a
1 Y"
4
L
If
Q
UCTURAL WALL
NOTES:
1. CHAIN LINK FENCE FABRIC SHALL BE BLACK VINYL COATED. RAILS AND POSTS ARE PAINTED BLACK.
2. CONCRETE POST BASES ARE 12" MINIMUM DIAMETER.
3. TENSION WIRE IS PLACED WITHIN THE LIMITS OF THE FIRST FULL FABRIC WEAVE.
4' PEDESTRIAN GUARDRAIL WITH TOP
AND MID RAIL
C500-2T SCALE: NTS
C500-2W
C500-2V
7A
NOTES:
1. MONITORING WELL INSTALLATION SHALL BE PERFORMED BY BOEING APPROVED
CONTRACTOR AND ALL WORK SHALL BE COORDINATED WITH BOEING ENVIRONMENTAL.
2. MONITORING WELL LOCATIONS SHALL BE FIELD ADJUSTED AS DIRECTED BY BOEING.
24"
CAST IRON CAP WITH a d
RUBBER GASKET d
' d 4
4 4•
g °d '
d
C50��E ° N
4 d °
CONCRETE
�3� MONITOR WELL INSTALLATION PLAN
C82 SCALE: NTS
6» EDGE OF (E) C —1d A*d� \ CAPA I v APRON R FINISHED GRADE
CONCRETE WALL
1 1 4"
TYP
+ +
�a_
TYP ��' 3/8 W/(4) 1/2"0 F1554, GR 36
3/16 THREADED ROD WITH 4" EFFECTIVE
EMBEDMENT DEPTH, USING SIMPSON
AT-XP EPDXY ADHESIVE, TYP. SET BASE
PLATE OVER 1/2" NON -SHRINK
LEVELING GROUT, TYP.
SECTION
C500-5E SCALE: 3" = 1'-0"
CAI
ANI
'E
c
,U LT
STEEL PIVOTI
RUBBER GASKET
LOCKABLE WATERPROOF CAP
IUT ASSEMBLY
FOR PADLOCK
P PLATE
PVC WELL CASING
(M MONITOR WELL INSTALLATION SECTION
C500-5E SCALE: NTS
TYPICAL PEDESTRIAN GUARDRAIL POST R-401400
C50�-5E SCALE: NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS
i BergerABAM
CALL 48 HOURS
BEFORE YOU DIG 33301 9th Avenue South, suite 300 CIVIL PERMIT]
Federal Way, Washington 98003-2600
1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
�N P. THIS DESIGN B AND/OR CHECKED 06 08 18 MISCELLANEOUS DETAILS - SHEET 5 W4700331 A 12/14/18
APRON R INFRASTRUCTURE W4700331 ABAM SPT 06/08/18 T� SPT 06 08 18 SHEET
w of WAsx�� G SPECIFICATION IS APPROVED
A PERIMETER SECURITY FENCE W4700331 ABAM SPT 12 14 18 ® ����� ENGINEER TITLE APRON R INFRASTRUCTURE
CHECKED
/ / � >- APPROVED BY DEPT. DATE J LC 06 08 18 C500-5E C84
&001RENTON SITE
PO 31271
R�o ww JOB NO. COMP NO.
AL
�� clsTsa� � APPROVED
ss�oN��� W4700331
APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. 4—APRON—R—0500-5E