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HomeMy WebLinkAboutR_4013204\ r- \ o \ N I I U a c I*] O 0 200' SHORELINE SETBACK PER CITY OF RENTON GENERAL NOTES 1. NO EXPOSED GALVANIZED STEEL TO BE INSTALLED ABOVE GRADE ON APRON. PVC COATED OR PAINTED RIGID STEEL IS ACCEPTABLE. Q 2. UNDERGROUND STRAIGHT SECTIONS OF CONDUITS SHALL BE Cc' CONSTRUCTED OF RIGID NONMETALLIC SCHEDULE 40 PVC. 0 C 3. UNDERGROUND DISTRIBUTION CONDUITS SHALL BE TRADE C SIZE 4 OR 4" CONDUITS UNLESS NOTED OTHERWISE ON 0 DRAWINGS. T C 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 c 8. CONDUIT PENETRATIONS IN HANDHOLES SHALL BE C INSTALLED WITH SCHEDULE 40 PVC BELL ENDS. C C 9. CONTRACTOR TO COORDINATE INSTALLATION OF r DATA/TELECOM PATHWAY, PRIOR TO INSTALLATION, WITH T BOEING'S CONTRACTED I.T. INSTALLER. G 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. I C6 w O KEY PLAN I SCALE: N.T.S. J LAKE WASHINGTON ,_83 HOTEL AT SOUTHPORT J o N9 b N. 8TH g m . dwxiNMU .: i/�// ��^ i � tlHMHHMNMIHMNIHIXNry,1IM�pINb µp � - 1 PARKING Q — \ �x -a SARAGE MMHMMWH�YM,YIW 6WI�XNXXO nc�i NA�IYIp A.4HWMWMfi1111® _ 10-20 (>, N. 61H SiREEi Q 5-407 O J 10-1fi Q, oob r N -- o b LOT 8JIIII - MATCH LINE, SEE SHEET E362 1 10 1 10 20 41 �. /- %) SCALE: IN FEET i� 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 / 1 �, �.�ILITY PARTIAL DATA PLAN SPECIFICATION IS APPROVED DAT 05.05.17 SHEET VIED BY DEPT. I DATE DATINEER 05.05.17 TITLE APRON R INFRASTRUCTURE E363 E36 CHECKED 35276 w� APPROVED RENTON SITE JOB N0. COMP N0. °� ISTEg� I W4700331 �SS10 L �� 8ll APPROVED ELECTRICAL MASTER SITE RENTON, WA DWG NO. 04-APRON-R-E363