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HomeMy WebLinkAboutW-405401f. Ld Ld Z L, - OP W -jlzi -w SDCB RIM=436.35 CPP=433.75(N,S) 2"CPP=432.15(N) 12"CPP=430.77 TRANSFORMER(N) - SDCB RIM=433.00 12"CPP=430.23(N) 12"CPP=429.78(E) 12"CMP=429.05(W) WIRES DOWN(S) SDCB RIM=429.85 12"CPP=427.27(S) SSMH RIM=430.28 8"PIPE(N,S) CHANNEL=421.53 RANSFORMER(N) WIRES DOWN(S) W / OF r � Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) II I O V- I U. L J. A U. L C, II 4'HWF IS 1.0'S. OF R III SF)(.R UTILITY CONFLICT NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUNDING NO TE.• POWER LINES TO BE UNDERGROUNDED FROM EXISTING POWER POLES. POWER PLANS TO BE PROVIDED BY PUGET SOUND ENERGY. ALL EXISTING AND NEW UTILITIES IN FRONTAGE AND WITHIN SITE ARE REQUIRED TO BE UNDERGROUND. PIE L. CIS of WAS111 C` 53232 _ �SSIDNAL b�p•lg SE 1/4 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. CEDARS A T THE HIGHLANDS SSMH RIM=425.61 IE DROP=417.21 8"PVC (N,E,S) CTR CHANNEL=403.90 4'HWF CORNER IS SX0.1'W.OFF'L A d$_ X IX X ¢20 11 LL 4 3 X X X-X X X -- �Q20XX X�� 4'WQF Q ' 0 T-Ar��;'Cl_ ISSM R M H421.45 STORM DR INAOE g"PVC (N,S) ' I CTR CHANNEL=403.70 L'-t l.r r- It I L. `t'-t UTILITY CROSSING TABLE CROSSING NO. F. G. UTILI TY 1. E. BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 1 432.92 12" SD 429.26 429.21 16" WA CASING 427.49 428.71 0.50* 2 431.73 8" WA 427.91 427.86 30" SD 424.43 426.98 0.88* 3 431.58 12" SD 429.00 428.95 8" WA 425.84 426.56 2.39 4 431.53 12" SD 428.55 428.50 30" SD 423.84 426.39 2.11 5 427.34 12" SD 424.95 424.90 16" WA CASING 423.18 424.40 0.50* 6 427.48 12" SD 424.88 424.83 8" SS 419.43 420.15 4.68 7 427.37 12" SD 424.81 424.76 30" SD 421.68 424.23 0.53* 8 424.30 12" SD 421.96 421.91 16" WA CASING 420.19 421.41 0.50* 9 424.43 12" SD 421.89 421.84 8" SS 416.26 416.98 4.86 10 424.35 12" SD 421.82 421.77 30" SD 418.65 421.20 0.57* 11 422.48 15" SD 417.93 417.88 12" WA CASING 416.16 417.38 0.50* 12 422.25 15" SD 418.00 417.95 8" SS 414.00 414.72 3.23 13 422.02 15" SD 418.07 418.02 30" SD 414.99 417.54 0.48* 14 421.66 8" SS 411.47 411.42 12" SD 405.09 406.14 5.28 *MINIMUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLATION OF ETHAFOAM PAD IS REQUIRED. 1 CITY COMMENTS 02.19.19 D.R. STRONG 1 CITY COMMENTS 05.03.19 CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0 425 827 3063 F 425 827 2423 NO. I REVISION DRD 04.11.19 YLP SURVEYED: JGR CYW 06.20.19 YLP DESIGNED: YLP DRAWN: GLB CHECKED: YLP BY DATE APPR APPROVED SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NORTH GRAPHIC SCALE 0 210' 40' 80, � 1 INCH = 40 FT. C TY OF RENTON Planning/Building/Public Works Dept. W-405401 S-405405 R-405423 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING bbannwarth 07/01 /2019 %jl CEDARS AT THE HIGHLANDS COMPOSITE UTILITY PLAN 14120160TH AVENUE SE RENTON, WASHINGTON 98059 01.29.19 PAGE: C28 I HEET: OF: 28 28 DRS PROJECT NO. 16041 T T C) C) C) X u OD T C) C) T I J W, .O C) C) I T U) 0 z Q J w Q U) 0 W U