HomeMy WebLinkAboutR_4013206MATCH LINE, SEE SHEET E364
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SCALE: IN FEET
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GENERAL NOTES
1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE
GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL
IS ACCEPTABLE.
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UNDERGROUND STRAIGHT SECTIONS OF CONDUITS SHALL BE
CONSTRUCTED OF RIGID NONMETALLIC SCHEDULE 4-0 PVC. c
UNDERGROUND DISTRIBUTION CONDUITS SHALL BE TRADE 0
SIZE 4 OR 4" CONDUITS UNLESS NOTED OTHERWISE ON C
DRAWINGS. 0
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UNDERGROUND CONDUITS SHALL BE INSTALLED A MINIMUM C
OF 36" BELOW GRADE.
5. CONDUIT SWEEPS SHALL BE CONSTRUCTED OF RIGID STEEL
(PVC COATED IF UNDERGROUND) WITH A MINIMUM 48"
BEND RADIUS.
6. UNDERGROUND CONDUITS SHALL HAVE 3/8" DIAMETER
NYLON PULLING TAPE, ROPE, OR STRAP, WITH A TENSILE
RATING EXCEEDING 2500 LBS INSTALLED. PULLING TAPE
SHALL HAVE 36" TAILS, SECURED AT EACH END OF
CONDUIT.
7. UNDERGROUND DATA CONDUITS SHALL BE SPACED A
MINIMUM OF 12" AWAY FROM ELECTRICAL CONDUITS. THIS
ALSO INCLUDES GAS, OIL, OR WATER PIPING. MINIMUM
SPACING IS REDUCED TO 3" WHEN EMBEDDED IN
CONCRETE.
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CONDUIT PENETRATIONS IN HANDHOLES SHALL BE CY
INSTALLED WITH SCHEDULE 40 PVC BELL ENDS. a
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CONTRACTOR TO COORDINATE INSTALLATION OF C
DATA/TELECOM PATHWAY, PRIOR TO INSTALLATION, WITH I�
BOEING'S CONTRACTED I.T. INSTALLER. T
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NO SECTION OF UNDERGROUND CONDUIT SHALL EXCEED —
600 FEET BETWEEN PULLING POINTS WITH NO MORE THAN —
180 DEGREES IN CONDUIT BENDS.
11. 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.
CONSTRUCTOR NOTES
PROVIDE 12"x12"x6" NEMA 4X SS, DATA PULL BOX
ON EQUIPMENT HARDSTAND.
PROVIDE BURIED CONDUIT WITH NYLON PULL STRING.
PROVIDE BURIED CONDUIT WITH NYLON PULL STRING
FROM TURNSTILE CONTROLLER TO 04-83 BUILDING.
®RECONNECTION OF FIBER OPTIC CABLES TO TURNSTILE
CONTROLLER TO BE PERFORMED BY OTHERS.
COORDINATE WITH BOEING CONSTRUCTION MANAGER
FOR INSTALLATION OF FIBER CABLE AND
RECONNECTION TO TURNSTILE CONTROLLER.
PROVIDE OLDCASTLE 3030-LA, OPEN -BOTTOM
CONCRETE HAND HOLE WITH ALUMINUM LID AND
HARDWARE. SEE CIVIL PLANS FOR LID RATING.
LAKE WASHINCTON
KEY PLAN
SCALE: N.T.S.
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CCASNE ENGINEERING, INC.
ELECTRICAL AND TECHNOLOGY CONSULTANTS
10604 NE 38th PL., SUITE 205 KIRKLAND, WA 98033
(425) 522-1000 WWW. CA SNE. COM JOB NO. 161-140
CIVIL PERMIT
kill 11110
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE C4 UKAWN UAIt SUBTITLE CURRENT REVISION SYMBOL DATE
A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 wash j �� THIS DESIGN BAND/ R CHECKED 05.05.17 W4700331 A 06.08.18
�, �.�ILITY PARTIAL DATA PLAN
SPECIFICATION IS APPROVED DAT 05.05.17 SHEET
VED BY DEPT. DATE DATINEER 05.05.17 TITLE APRON R INFRASTRUCTURE E365 E38
CHECKED
"d,p 35276 w� APPROVED RENT 0 N SITE JOB N0. COMP N0.
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�SSIONAL�� 8ll APPROVED ]ELECTRICAL MASTER SITE RENTON, WA DWG No. 04-APRON-R-E365
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