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HomeMy WebLinkAboutR-383820N O O O I � LEGEND Q MAILBOX � unurr Pocf it H Q LIJ Q U z LLJ _ FG ... .': '.'.' _; _ ...�..... 413.0 PROPOSED SANITARY SEWER ( SMH 7 ... ... FG 395.5 FG 395.6 STA. 15+50.81, 4.34 L • ... FG 397.2 RIM 409.01 FG 400.4 . FG 404.7 6" IE /N 401.18 (E) PROPOSED WA TER .'.' o .. 8 /E OUT 401.01 (S) r ..... 3 .�..f FG 40$5 ... SEWER STUBS LOT *STA TION 1E AT MAIN LENGTH END 1E SLOPE (X) 1 1+29 394.38 42.8 39Z 00 6.12 2 1+74 396.60 42.8 401.50 11.45 3 2+36 399.65 42.8 404.50 11.33 4 0+00 401.04 40.7 406.00 12.19 5 0+00 401.04 60.5 406.00 8.20 6 0+00 401.18 34.2 405.50 12.63 7 1+91 399.22 34.2 403.50 12.51 8 1+08 395.07 34.2 400.00 14.42 9 0+18 390.57 34.2 396.00 15.88 10 0+24 379.30 34.2 392.00 37.13 11 0+92 379.64 34.2 38Z 00 21.52 12 0+17 380.18 32.5 381.57 4.28 13 1+51 379.94 42.6 383.00 7.18 14 1+92 378.25 34.4 390.00 34.16 15 1+32 37Z 63 34.4 386.00 24.33 16 0+44 376.72 34.4 380.81 4.86 17 2+34 376.01 34.4 379.61 3.69 18 1+J8 375.05 34.4 375.75 2.03 19 0+93 374.60 34.4 376.00 4.07 20 0+90 374.57 42.6 376.00 3.36 21 1+61 375.27 42.6 378.00 6.41 22 2+30 375.97 42.6 379.00 7.11 23 0+41 376.68 42.6 384.00 17.18 24 1+26 377.57 42.6 38Z 00 22.14 25 1+86 378.19 42.6 390.00 27.72 26 2+18 398.80 34.2 403.50 13.74 27 1+58 395.84 34.2 399.70 11.29 28 0+73 391.63 34.2 395.40 11.02 29 0+13 388.68 34.2 392.20 10.29 30 1+56 387.27 34.2 390.60 9.74 31 0+96 386.67 34.2 390.50 11.20 EX. HOUSE 1+,31 387.02 1 42.8 392.68 13.22 ..... .. ... NO TES.- ..... 1. STATION IS TO NEAREST DOWNSTREAM MANHOLE 2. END lE IS AT STUB END J. CONTRACTOR TO VERIFY ELEVATION OF EXISTING HOME'S SEWER PRIOR TO .. .. CONNECTION. ... . .. -- ...... ... OL: 74JRU 5 ..... ..... SSMH 1 - • • • STA. 42+95.47, 5.00 R • ' • • RIM 372.30 . ' . 8" lE /N 361.62 (N) 8" IE OUT 361.52 (S) 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 LOCA TE A T 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES A T LOCA TIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS .. OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON 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. NO TES: 1. ALL TRENCH RESTORATION WI THIN THE CITY OF RENTON R. 0. W. SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT :.:.o FOR PATCHING, OVERLAY, OVERLAY WIDTHS, TRENCHES (ROAD CROSSINGS). 1F THE OUTSIDE OF THE o . TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPA VED. (SEE PERMIT NOTE BELOW FOR WORK W/ THIN KING COUNTY R. 0. W.) 2. REFER TO C13 FOR UTILITY CROSSINGS • • J. MINIMUM SIDE SEWER SLOPE IS 2.00% .. 4. MINIMUM SIDE SEWER DEPTH IS 5 -FEET FROM FINISHED FLOOR ELEVATION DA PLIGHT BASEMENT LOTS NOTE: LOTS 26-31 TO UTILIZE PRI VA TE EJECTION PUMP FOR LOWER FLOOR PERMI T NO TE.• KING COUNTY R. 0. W. PERMI T IS NEEDED FOR WORK WI THIN KING COUNTY R. 0. W. Cl TY OF RENTON WILL OBTAIN THE KING COUNTY R.O.W. APPLICATION DOCUMENTS AND FEES FROM THE DEVELOPER. THE Cl TY WILL THEN APPL Y FOR THE KING COUNTY R. 0. W. PERMI T FOR THE SEWER EXTENSION 1N KING COUNTY R. 0. W. KING COUNTY R. 0. W. RESTORATION WILL BE APPLICABLE FOR KING COUNTY R. 0. W. _SEWER FEE NOTE: .... ....... • • . • ' CENTRAL PLATEAU INTERCEPTOR SPECIAL ASSESSMENT DISTRICT SEWER FEE WILL BE APPLICABLE AT +- THE TIME OF ISSUANCE OF THE UTILITY CONSTRUCTION PERMIT. ....... SIDE SEWER NOTE: SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT. CROSSING /NFORMA 710N 4i SHEET C13 TPP. ..... ... . M (D F:Z T H CONNECT TO EX. SSMH STA. 39+94.99, 3.86 L GRAPHIC SCALE RIM 369.39 0 20 40 80 8" IE /N 355.89 (N, NW) 12" lE /N 355.34 (E) .I • 12" IE OUT 355.24 (S) 1 INCH = 40 FT. f .:. <; SS CLEANOUT -- - STA. 20+63.38, 98.62 L • �---- _._____-_ _, . ' . ' . . ' . ' . . ' . 8 PI/C 6.00 / .... .... ... 0LF 15' PUBL! 38 ..._ EA SEMEN ......... ... 8 /E OUT 381.06 (W) I __ ..ter.... SSMH 10 I bN NA -wiE lall), r Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 COR STD. PLAN 400.2 STA. 20+04.68, 5.35' L ° RIM 384.02 8" IE /N 380.51 (E) 8" IE OUT 380.41 (NW) %' 1 CtiY COMMENTS 11. 13.14 MAl 02.13.15 2 CITY COMMENTS MAI 105.19.15 3 CITY COMMENTSIAAJ 07.13.15 4 MYIARS I IAAJ07.23.15 N0. REVISION I 6030111111111111 m17AII SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY S-383801 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATIlIrI n-m)oJOLV BY: C A Zoo 1. SURVEYED: S BY: DESIGNED: 1pP BY: Date: DRAWN: YLP Date: CHECKED: AP P R APPROVED: IW�,J SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY S-383801 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 QATIlIrI n-m)oJOLV BY: C A Zoo 1. Date: " M 1s BY: Date: BY: Date: BY: Date: �4 CITY OF THE ENCLAVE AT BRIDLE RIDGE 10.03.14 � RENTON SEWER EXTENSION PLAN�.NO:.� Planning/Building/Public woks Dept. 557 U14005368 =H_"' Zo O^29 DRS PROJECT N0. 13117 A- N NNNAA All �a T f� 4� s z `� rn > ' z o �5 \ C o (J) C: V C) rn m rDI i Cr7 i i 0 m z m ,. m � a Z D 00 n CCD `� rn > ' o �5 \ (J) R (7.� d V C) rn 0 rDI i Cr7 i i 0 , n m T Q D -� 5 ,. m � Z