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BOLLARD
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DETECTABLE
SEE PAVING PLANS
NS
WAR NING TAPE. 6" MIN
ABOVE CROWN (TYP.)
TRENCH BACKFlLL SHALL BE
SEE WSDOT STANDARD
SPEC. 9-29.1(6)
CSBC PER WSDOT STD
SPEC 9-03.9(3)
as ° a
a
-
a
-a
a a<
1' 525 BE 1' 1' 1'
SEE NOTE 5 BELOW
'S" MIN.
(� ® DIAM LP OF
- . 6 MIN. < UTILITIES
.3" AIR
PIPE BEDDING -SEE MECHANICN_ PUNS FOR SIZE -TYP. OF ALL UTILITIES
PER WSO -IN ALL LOCATIONS
STD SPEC 9-03.12(3) -I i i i i i i I I I I I I I
3 - 4" POWER
+ 1 - 4" SPARE
3 - 3" COMM
SEE NOTE 5 BELOW
NOTES:
1. ALL BACKFlLL MATERIAL SHALL BE PLACED IN LOOSE LAYERS OF NOT MORE THAN C DEPTH AND COMPACTED TO AT LEAST
95% OF MAX. DENSITY PER ASTM D1557.
2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET C501-11E.
3. IF TRENCH SUBGRADE IS DETERMINED TO BE UNSUITABLE BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION,
PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE
GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
4. MINIMUM COVER OVER PIPE WITH PERMANENT CONCRETE PAVEMENT SECTION AS SHOWN IS REQUIRED TO PREVENT DAMAGE
DUE TO LOADING, CONTRACTOR SHALL PROVIDE ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION IF TEMPORARY
PAVEMENT SECTION IS USED.
5. POWER AND DATA CONDUH ARRANGEMENT SHOWN REPRESENTS THE WIDEST CASE. REFER TO ELECTRICAL PLANS FOR
VARIOUS ELECTRICAL AND DATA SECTIONS.
(�K) PIPE BEDDING AT JOINT UTILITY TRENCH
C501-6A SCALE: NITS
TO
C501-6C
WSP 0AC 3330I9 AmmeSe
S 30
CALL 48 HOURS aI
fetleral Wry, 1-DOO 12Kb
BEFORE YOU DIG FAX: (ZN)
1-800424-5555 FAX: czael+3l-zzs0
SYM 1 RENSION I SY APPROVED DATE SYM REVISION
BRIG I APRON R - CENTRAL C180242 I WEE I SET 07/09/21
BOLLARD LAYOUT
MSo A LE HARDSTAND R6 Q
3'-0.
UNISTRUT P1380 FLAT
PLATE FITTING
P-------------------------------------------------T
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N: 185553.84
i 1 E: 1300104,97
1 N: 185554.32
I E 1300075.93 25 6 EA 0 5 OC I
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1 N: 185539.36 1 N: 185551.34
E: 1300079.79 1 E: 1300095.29 1 R7
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0 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0
UNISTRUT POST BASE P2072A SQ. UNISTRUT P1000
W/ (4) EPDXY ANCHOR Tj"0 HILTI HI 87
THREADED ROD
W/ 4" EMBED DEPTH W/HILTI HR-HY 200, TYP
0 0
a a
BY I APPROVED I DATE
e
UTILITY STAND NOTES:
1. UNISTRUT PART NUMBERS INDICATED ARE TAKEN FROM THE CURRENT VERSION OF THE GENERAL ENGINEERING CATALOGUE (No.
17A). CONTRACTOR MAY USE APPROVED EQUAL.
2. UNISTRUT FRAMING MEMBERS SHALL BE 12 GAGE STEEL AND SHALL CONFORM TO ASIA A1011 SS GRADE 33.
3. CONTRACTOR SHALL USE ONLY UNISTRUT FITTINGS WITH UNISTRUT FRAMING MEMBERS. UNISTRUT FITTINGS SHALL CONFORM TO
EITHER ASTM A575, A576, A635 OR A36, AND SHALL MEET THE PHYSICAL REQUIREMENT OF ASTM A1011 SS GRADE 33.
4. CONTRACTOR SHALL USE ONLY UNISTRUT NUTS, BOLTS AND WASHERS FOR ASSEMBLING UNISTRUT STRUT SYSTEMS. NUTS AND
BOLTS SHALL HAVE UNIFIED COARSE THREADS. UNISTRUT NUTS, BOLTS AND WASHERS ARE NOT SHOWN IN THIS DETAIL; HOWEVER,
THIS DOES NOT PRECLUDE THE CONTRACTOR'S RESPONSIBNTY TO FURNISH AND INSTALL ALL CONNECTIONS AS SPECIFIED BY THE
ENGINEER AND/OR AS RECOMMENDED BY THE MANUFACTURER.
5. UNISTRUT FRAMING AND FITTINGS SHALL BE HOT DIP GALVANIZED, (HG) FINISH, CONFORMING TO EITHER ASTM A123 OR A153.
UNISTRUT BOLTS, NUTS AND WASHERS SHALL BE ELECTRO-GALVANIZED (EG), CONFORMING TO ASIA B633 TYPE III SOL FINISH,
UNLESS NOTED OTHERWISE.
6. AFTER ASSEMBLY, APPLY TWO COATS OF BOEING APPROVED PAINT SYSTEM OVER ALL GALVANIZED SURFACES, TYP.
n DETAIL - UTILITY STAND UNISTRUT
- SCALE: NETS
i L_BOEArw"
0 10 20
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED�PTTC
BOLLARD LAYOUT
HARMSoSACn E: 1"=10' AND R6 Q
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: NM29
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. ABOVE GRADE DRAINAGE AND UTILITY
APPURTENANCES ARE SHOWN ON THIS PLAN FOR
REFERENCE ONLY. SEE DRAINAGE, MECHANICAL, OR
ELECTRICAL PLANS FOR DESIGN DETAILS.
4. BURIED UTILITIES ARE SHOWN FOR REFERENCE
ONLY. SEE DRAINAGE, MECHANICAL, OR ELECTRICAL
PUNS FOR DESIGN DETAILS.
5. HARDSTAND WORKPOINT SHALL BE ON THE
CENTERLINE OF FRAME AT THE EDGE OF THE
STAND AS SHOWN. SEE DETAIL 6 ON M501-1C.
6. SEE SHE PUNS FOR BACK OF CURB HORIZONTAL
CONTROL.
l> INSTALL BOLLARD PROTECTION
AT ABOVE GRADE UTILITIES AS
SHOWN PER DETAIL M501-1B
CONSTRUCTION NOTES
HARDSTAND
WATER AND COMPRESSED AIR VALVE VAULT
YARD HYDRANT
AIR MANIFOLD
tj WORKPOINT
AT i END OF
STAND. REFER TO
PLAN VIEW SHEET C500-58
FOR COORDINATES.
n HARDSTAND WORKPOINT
\/ SCALE: 1"=10'
CIVIL PERMIT
E
UTILITY DETAILS
APRON R - CENTRAL
RENTON SITE
MASTER S 11 RENTON, '
R-4177073I
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C1802421 UK16 07/09/91
1501-1 C M03
COMP N
C180242
RTN-YD-M501-iC