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0 U 8 0 J a w x W z w J Lo N N N x Z 00 I 00 O 0 9 3 CN U W w Li NO I_i.._ ^ 1__L Q Ld W Q U :2 Qo z� d- w �w �U QQ Q -J wp ww w< mz 775; Cl() Iz >- o- Iz Q z Q L'- 0 V) (n yoW om H m o (v z Z Y 3 w a Cn 0 O U Q '•-A ".7 7 w a 0 PUBLIC SANITARY SEWER EASEMENT z VERTICAL DATUM O Vn CITY OF RENTON, NAVD 88 ILL] ry BENCHMARK CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG & TACK DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV.=399.340 FEET (121.719 METERS) O Z BECLAN PLACE • MINOR AMENDMENT A PORTION OF THE NW %a OF THE NE 1/4 OF SEC. 15, TWP. 23N., RGE. SE., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SSMH #6„ TYPE 1 48"0 V) Lo STA: 40+58.67, 5.04' RT LLJ 430 Lo RIM= 419.73 w/SOLID LOCKING LID 430 II IE 413.16 8"0 IN (N) CDw �; Q Q IL 428 IE = 413 06 8°� 0! IT (SW) z 428 N FINISHED PROFILE ® II II o N w w CENTERLINE OF ACCESS ] o ) z 426 Q CD N w 0 426 Lw EXISTING PROFILE ® Y Y o o CENTERLINE OF ACCESS w w + a' O'er QN� 424 ° __ SDCO 2; 12„0 m m_ II 424 z J STA: 4D+61.02 : Q Q N w ww �� RIM =419.59 25'C'fD ZIIw 422 - IE = 415.59 422 420 0 96 LF 1 418 �4 '0. CP€� SD © 2.14q 94`` ssQ1a.- 3 LF 12 0C%'2 @27� 420 418 416 414 SSCQ #1 800 - 414 STA:41+52.31 62 RIM = 421.76B�SS 412 IE = 414.9$ ® CB#13, TYPE 1 (PRIV) `5609, J 412 CB 13A TYPE PRIV STA: 40+29.54. 0.68' LT 410 STA: 41+54.95,- 5.00' RT RIM= 419.1-9 Q - 410 RIM= 421.82 IE= 414.97 12"o IN (N) j IE 417.76, 6" 0 IN (N) �E- 415.47 6" 0 IN (E) 408 iE 41-7.26 12°'0 OUT (S) IE= 414.97 12"0 OM-(S) () r406 SSMH 2, TYPE 1 48-0 STA: 39+96.60, 14.67' LT 406 RIM= 419.03 w/SOLID LOCKING LID 406 IE = 409.59 8"0 IN (NE) 404 IE = 409.59 8*0__IN__(SE) CB 12, TYPE 2, 48"0 -' 404 PROPOSED GRADE 0 IE = 409.49 8"0 OUT (W) STA: 39+84.04, 10.24' LT CENTERLINE OF ACCESS Rite= 418.69 402 _ _411.94. to IN (RE)- 402 EXISTING GRADE ® IE= 411.94 12" 0 IN (SW) CENTERLINE OF ACCESS IE= 411.94 12"0 OUT (W) co (m C.CD 0-N0CD - r) N - C O 6 0- . C3 00 "i 00 o of 20 . 6j Imo. 41 +60 41 +20 40+80 40+40 40+00 PRIVATE ACCESS ROAD PROFILE SCALE: 1" = 40' HORZ PLAN VIEW 1" = 40' CHECKED FOR COMPLIANCE TO CITY STANDARDS IDate Date mo' �• - � _■ GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. SANITARY SEWER PIPE TABLE © 62 LF 8"0 PVC SDR35 D3034 0 5.60% 6A 94 LF 8" 0 PVC SDR35 D3034 0 1.94% SANITARY SEWER SERVICE TABLE 160 LU I STUB STATION > I A I ION A-f MAIN STATION A 1-ND 01 SERVIC E IF AT MAIN IF END OF LRVIC L 26 0+46 STA: 41+02.88, 2,20' LT STA: 40+32.13, 24.00' R I 412.26 414.26 2 / 0 1 30 S I A: 41 1 02.88, 2.20' L I S I A: 401 92.60, 24.81' RT 413.80 417.05 28 0 1 94 S I A: 41 1 52.31, 5.00' LT STA: 4 1+71.19, 7.74' RT 41498 417.9 + 30 O I �)4 1-IA: 41 +52.31 , 5.00' LT STA: <I 1 1 66.25, 11.67' LT 414.98 416.06 f ri r C9 S 365 1 WAkv g23 I 2 lid >r IONAL REVISION CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 BY I APPR, I DATE 08.25 IZ SCHWEEL & A55CCIAms, PLLC CIVL ENGNEERNlG i PROJECT YANAGBEff 1945 S. 375TH STREET BUS' (253) 226-4508 FEDERAL WAY, WA 98003 bschweikl@SAcivii.net CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE PRIVATE ACCESS ROAD DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183-C19 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40' FIELD BOOK: PAGE: APPROVED: SHEET: C-19 OF: 25 DIRECTOR OF PUBLIC WORKS x 1 A*-_