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HomeMy WebLinkAboutR_4013202I E510 I HP IE51( HE I I I E� I E51 HAF MATCH LINE, SEE SHEET E362 i i i i i i i V i )RELINE SETBACK OF RENTON�� I I ji I I I I g I E51 -4 E3 1 I I I MATCH LINE, SEE SHEET E360 .. 04-/20 G /TOWER // 4-02Q' E58'1/- 11 E3 1 10 1 10 20 40 ice,_ 1•_I•ll�_�- SCALE: IN FEET i 4-20 BUILDING GENERAL NOTES 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. 0 2. UNDERGROUND STRAIGHT SECTIONS OF CONDUITS c SHALL BE CONSTRUCTED OF RIGID NONMETALLIC C' SCHEDULE 40 PVC. C' C 3. UNDERGROUND DISTRIBUTION CONDUITS SHALL BE C TRADE SIZE 4 OR 4" CONDUITS UNLESS NOTED 0 OTHERWISE ON DRAWINGS. T 4. UNDERGROUND CONDUITS SHALL BE INSTALLED A MINIMUM 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. cy a 8. CONDUIT PENETRATIONS IN HANDHOLES SHALL BE c INSTALLED WITH SCHEDULE 40 PVC BELL ENDS. C 9. CONTRACTOR TO COORDINATE INSTALLATION OF T DATA/TELECOM PATHWAY, PRIOR TO INSTALLATION, WITI- BOEING'S CONTRACTED I.T. INSTALLER. 10. 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. CONSTRUCTION NOTES PROVIDE 12"x12"x6" NEMA 4X SS, DATA PULL BOX ON EQUIPMENT HARDSTAND. PROVIDE BURIED CONDUIT WITH NYLON PULL STRING. PROVIDE OLDCASTLE 3030-LA, OPEN -BOTTOM CONCRETE HAND HOLE WITH ALUMINUM LID AND HARDWARE. SEE CIVIL PLANS FOR LID RATING. KEY PLAN SCALE: N.T.S. LAKE WASHINGTON L 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 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE L SUBTITLE CURRENT REVISIONSYMBOLSYMBOL n DATE 06.08.18 A APRON R INFRASTRUCTURE W4700331 CASNE CEC 06.08.18 4 �� was THIS DESIGN BAND/ R CHECKED 05.05.17 /� �, ��, .� PARTIAL DATA PLAN SPECIFICATION IS APPROVED DAT 05.05.17 SHEET VIED BY DEPT. DATE DATINEER 05.05.17 TITLE APRON R INFRASTRUCTURE E361 E34 CHECKED 276 APPROVED RENTON SITE 35�v� JOB N0. COMP N0. �SS�rsTER� I W4700331 IONAL �� 8ll APPROVED ELECTRICAL MASTER SITE RENTON, WA DWG NO. 04-APRON-R-E361