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Home My WebLink AboutS-365103N ^ N � U N N I bN 00 a a O C) 3 E U H W 1_4 a a ED ! "Ea D m c rl, nD �m n § 8�� u gg 0 Q E a ^r n q z O >N_ W 1011111111 STA: 23 +33.25, RIM = 406.57 w, BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW % OF THE NE 1/40F SEC. 15, TWP. 23N., RGE. CITY OF RENTON, KING COUNTY, WASHINGTON W / / AT I a.1 kutA CB #4 TYPE 2 48"o STA: 8+00.00, 14.22 LT -_`tj ' ( 0.1 NE 2ND CORE DRILL EX. SSMH IF � - v kPl��"GyWiJ� ry � me IE =41 n G).'�II I- C-) 3) 1- OR x UW ¢ ,x mi 2 +64 LW go z� 10.07' CL CB RIM EL. -418.9 � Cn W ��611R z� ° g� =' o STA: �z x of W CV W O 40.00' m z_ w z IE= 412.108 "0 IN (N) 414.05 1$� I + 1 >- RT 7.76' ry STA 10 +55,43, 40.00' :n 407.97 z 5 o, Q IN Cn 23.5 a a O C) 3 E U H W 1_4 a a ED ! "Ea D m c rl, nD �m n § 8�� u gg 0 Q E a ^r n q z O >N_ W 1011111111 STA: 23 +33.25, RIM = 406.57 w, BECLAN PLACE - MINOR AMENDMENT A PORTION OF THE NW % OF THE NE 1/40F SEC. 15, TWP. 23N., RGE. CITY OF RENTON, KING COUNTY, WASHINGTON 0 EX SSMH, TYPE 1 60 "0 ' 9 STA: 22+83,27, 3.58 L 1 RIM= ±406.4 ° IE = ±395.68 8.0 IN (N) 1 IE = 1383.50 8'0 OUT (S) J INSIDE DROP, RECHANNEL MANHOLE 51 IW � I 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 VERTICAL DATUM: CITY OF RENTON, NAVD 88 BENCHMARK STA: 7 +11.51, 41.47 LT BACK OF SIDEWALK, SEE iU I / / AT I a.1 kutA CB #4 TYPE 2 48"o STA: 8+00.00, 14.22 LT -_`tj ' ( 0.1 NE 2ND CORE DRILL EX. SSMH IF � - v kPl��"GyWiJ� RECHANNEL SSMH � me IE =41 -' ! GALE S CHFIN G).'�II 1 _ kil 3) 1- OR x y SHEET: C -i] OF: 25 ,x 5 - 2 +64 STA: 10.07' 1 CB RIM EL. -418.9 � 1 I I I ��611R •'�� ,_ 415.20 =' PLAN VIEW STA: CB x i 1 LT STA. RIM= 420.19 w /SOLID LOCKING UD 40.00' LT 1 " =40' IE= 412.108 "0 IN (N) 414.05 1$� I + 1 I RT 7.76' LT STA 10 +55,43, 40.00' :n 407.97 413.13 5 o, STA: IN 7 +06.0 23.5 STA: 10+21.57 40.00' LT STA: 412.93 6 0 +24 STA: .4 9 +353, 5.46' LT 0 EX SSMH, TYPE 1 60 "0 ' 9 STA: 22+83,27, 3.58 L 1 RIM= ±406.4 ° IE = ±395.68 8.0 IN (N) 1 IE = 1383.50 8'0 OUT (S) J INSIDE DROP, RECHANNEL MANHOLE 51 IW � I 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 VERTICAL DATUM: CITY OF RENTON, NAVD 88 BENCHMARK STA: 7 +11.51, 41.47 LT BACK OF SIDEWALK, SEE FF- -ran.o #6P. TYPE 1 CB #6, TYPE 1 I` STA: 9 +85.43 15.22 L < EXST. SSMH TYPE 1 48'.- STA: 9 +11.55, 5.00' LT" RIM= 412.60 IE = 405.70 8 "0 IN (E) IE = 405.83 6'0 IN (N) IE = 405.60 8 "0 OUT IS) 4 i 3 I FF= 419.0 FF= 420.0 - CEMENT CONC ETE CURB GUTTER & SIDEWALK, SEE DETAIL Sf TS C -11 & C -13 5E., W.M. 2 I 1 i ROW DEDICATION FF= 421.0 I TO CI%OF NOTON � I I I I 1 I GRAPHIC SCALE 40 E 20 '10 80 160 ( IN FEET ) 1 inch = 40 ft iU I / / AT I NE 2ND STRBEi CB #4 TYPE 2 48"o STA: 8+00.00, 14.22 LT -_`tj ' ( 0.1 NE 2ND CORE DRILL EX. SSMH IF J m - KNOCK OUT NOT AVAILABLE RECHANNEL SSMH � me IE =41 -' ! GALE S CHFIN �OI 1 I 3) 1- OR x y FF- -ran.o #6P. TYPE 1 CB #6, TYPE 1 I` STA: 9 +85.43 15.22 L < EXST. SSMH TYPE 1 48'.- STA: 9 +11.55, 5.00' LT" RIM= 412.60 IE = 405.70 8 "0 IN (E) IE = 405.83 6'0 IN (N) IE = 405.60 8 "0 OUT IS) 4 i 3 I FF= 419.0 FF= 420.0 - CEMENT CONC ETE CURB GUTTER & SIDEWALK, SEE DETAIL Sf TS C -11 & C -13 5E., W.M. 2 I 1 i ROW DEDICATION FF= 421.0 I TO CI%OF NOTON � I I I I 1 I GRAPHIC SCALE 40 E 20 '10 80 160 ( IN FEET ) 1 inch = 40 ft CITY OF RENTON BENCHMARK #2104. 1' IP W /PLUG & TACK"DOWWO.9' IN'OASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) •• • • fill N , 11• - NO REVISION DETAIL SHEET C -13 9, TYPE 1 -L 13+04.85, 26.38 LT IE 12" CMP E =417.4 IE 18" CONC S= 417.2_ 'IE=417.4 - -- - - -= OHP IE at7o CB RIM EL. -419 4 IE 18" CONC N -416.7 IE 12" CMP E=416.9 IS 12" CONC S=416.8 SDMH RIN, EL. =420.2 IE 36" IP E =407.8 IE 36" IP S =407.7 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 SANITARY SEWER PIPE TABLE 72) 411 LF 8 "0 PVC SDR35 D3034 0 1.53% SANITARY SEWER SERVICE TABLE LOT 7100_ -__ -_ __ : -f3 +U AT Z_ NE 2ND STRBEi - IE- 4,5, - -- I__JI Asphalt NE 2ND _ F - - D �IE x473.3 oev _ T s rr000 vmc 5 '-� --'�� 3 +48 ' � me IE =41 -' ! GALE S CHFIN - - --� L/NK FNC / I 3) 1- OR LT y SHEET: C -i] OF: 25 415.90 STA � 11 +67.68, 15.22 LT 2 +64 STA: 10.07' LT CB RIM EL. -418.9 � 1 I I I VI SSMH , TYPE 1 48"0 STA: 13+22.20, 12.89' LT IE 12• CONC N =417.6 IE 7T CONC S =417.4 415.20 =' PLAN VIEW STA: CB 1 9.69• LT STA. RIM= 420.19 w /SOLID LOCKING UD 40.00' LT 1 " =40' IE= 412.108 "0 IN (N) 414.05 1$� I + 1 I IE = 412.00 8.0 OUT (W) 7.76' LT STA 10 +55,43, CITY OF RENTON BENCHMARK #2104. 1' IP W /PLUG & TACK"DOWWO.9' IN'OASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) •• • • fill N , 11• - NO REVISION DETAIL SHEET C -13 9, TYPE 1 -L 13+04.85, 26.38 LT IE 12" CMP E =417.4 IE 18" CONC S= 417.2_ 'IE=417.4 - -- - - -= OHP IE at7o CB RIM EL. -419 4 IE 18" CONC N -416.7 IE 12" CMP E=416.9 IS 12" CONC S=416.8 SDMH RIN, EL. =420.2 IE 36" IP E =407.8 IE 36" IP S =407.7 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 SANITARY SEWER PIPE TABLE 72) 411 LF 8 "0 PVC SDR35 D3034 0 1.53% SANITARY SEWER SERVICE TABLE LOT STUB STATI ON STATION AT MAIN MINOR AMENDMENT STATION AT END SERVICE OF NE 2ND IE Al MAIN IE ENO OF SERVICE 1 3 +48 STA: 12 +59.54, DRAWN: TAB 11.69' LT STA 12 +59.54, 40.00' LT 411.09 SHEET: C -i] OF: 25 415.90 2 2 +64 STA: 11+75.43, 10.07' LT STA. 11 +75.43 v 40.00' LT 409.81 415.20 3 2+44 STA: CB 2, TYPE 9.69• LT STA. 11 +55.43, 40.00' LT 409.50 414.05 4 1 +44 STA: I 7.76' LT STA 10 +55,43, 40.00' :n 407.97 413.13 5 o, STA: IN 7 +06.0 23.5 STA: 10+21.57 40.00' LT STA: 412.93 6 0 +24 STA: .4 9 +353, 5.46' LT STA 9 +35.43 40.00• LT 406.14 410.63 7 0 +00 STA: 9+11,55, 5.00' LT STA. 9 +11.55 40.00' LT 1 405.83 1 411.08 SOLID LOCKING LID RIM= 409.1 On cO.ro Z�O_K_(N)__._ l arnO T Y < -- _.- ........ _IE_._39815_ IE= 398.75 B t TYPE 12"0 OU 2 5 (S) "0 _ -- - r ! ( f ! T a � u II v It N w -.. ( ¢ t �m m m �, �7:; JRE- -- -_- CB : TYPE 48.0 .� ! ¢w _ .. It -ONTRO STRUC VI STA = 6 +60 TA: 7+ 7.51, 41 4T LT STA 8 +00 01 14.22' LT II ,,, U, EXIS11N6 PIFOF)LE- N w Y N Y w Y Q z W ELEV 407.6 OLID L CKING LI RIM 410.27 y �, CEN RLINE OF R.O.W ! w w w w lzl 11 -.._ .D. - K - -3.3 2.42 .._--- - IM=-40 �0- "0 -- F IE 99121 99.70 1 ' "0 IN ( ) ¢ o �, w '"' g - - --' .... r ., - w w j w w E= 399.0 12 IN (NE) �� ° =¢ °¢_¢ t.i1% < E= 399.0 12 "0 OUT (S) - IE- 99.70 1 "0 OUT (NE) S FINISHED PROFILE i® , 140.0 '. VC _�. -pro .. LF-T F-LQWLINE � _ _ -- °+'u'w __- , +o ,II' n 1 4. S x2-- -" LF 12f PEP ° < -- -- iii it 13 ° -- - -- ... - - WSx2_- -- --- - -- -- I �m _- II D M _� SD 1.77% EP-- ( - WSI - 12 - -- 0 _. _ w _- - -..... 0 IF-- 11 CB 19, TYPE 1 L LT STA: 113+04.85, 26.3E I RIM= 4 F10 - -- 36 0 SD I IE= 415.70 12"t IN (N) IEs41 .Z0_1 " � QOp SO CBI 7, TYPE 1 _ SSMH TYPE 1 48 "0 -4 -1- +63168 L -13 -. S 11+22.20, - 7T89' -l?f F ST/ 2-L_T - - RIM 4169 w /SOLId / LOCK IN, LID EST. SSMH TYPE � 48'0 C8 # TYPE I. I I IE= 413 42 6 0 IN () RIM= 420.19 _ 1 0 CPE SD ®148% S A: 9 +11.55, 5.0 LT STA: 9 +85.4 15.22' LT = IE= 412.92 12'0 OUi E).. ( W) IE 412.10 8" IN N T�) RI = 472.0 RIM 413.79 IF - 472.00 3 OUT ( ) I _ . 511.8'0 IN 41090 -- -. .. - CB k5, TYPE 1 3 fi'0 IN (N)___ (N) IE_ IE 409.70 12"0 IN ( � 6 +84 35 40 62' STA: LT IF 405.0 8' 0 UT S IE 09 2 0 OUT (W) R RB-G ATE- -- -_ _ _ _20- PEP SD ® -1Q' 0% .. _- -- - -- _ - -- - - _- - - - - - - - -- EXISIING_GRAD ®._.__ .__.. RIM- 40640 392.00 50 LF 12 "0 CPEP S ® -7. 0 %405. PR CENTER �INE OF RAW IE- 401.40 1� 0 IN (N \-14 'PEP SO 0 6.07% 1 = 396. 0 NE 2ND S RE T FILE �40t41) 12 0 OUT ..-- E) --- .._._-- _ -.._ .._.____-_---� - SCALE 1" = 1" 1 HORZ VERT -- -_ _. _. PROP LEFT SED GR(1DE - FLOWLIN -®- D 0 M= O W O I l m rn O �' rn m N IM Si i O0 0 O O N M N N o- n W v of i m rn ... 6 6i CITY OF RENTON BENCHMARK #2104. 1' IP W /PLUG & TACK"DOWWO.9' IN'OASE LOCATED AT THE INTERSECTION OF SE 136TH ST. AND 144TH AVENUE SE. ELEV =399.340 FEET (121.719 METERS) •• • • fill N , 11• - NO REVISION DETAIL SHEET C -13 9, TYPE 1 -L 13+04.85, 26.38 LT IE 12" CMP E =417.4 IE 18" CONC S= 417.2_ 'IE=417.4 - -- - - -= OHP IE at7o CB RIM EL. -419 4 IE 18" CONC N -416.7 IE 12" CMP E=416.9 IS 12" CONC S=416.8 SDMH RIN, EL. =420.2 IE 36" IP E =407.8 IE 36" IP S =407.7 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 SANITARY SEWER PIPE TABLE 72) 411 LF 8 "0 PVC SDR35 D3034 0 1.53% SANITARY SEWER SERVICE TABLE LOT STUB STATI ON STATION AT MAIN MINOR AMENDMENT STATION AT END SERVICE OF NE 2ND IE Al MAIN IE ENO OF SERVICE 1 3 +48 STA: 12 +59.54, DRAWN: TAB 11.69' LT STA 12 +59.54, 40.00' LT 411.09 SHEET: C -i] OF: 25 415.90 2 2 +64 STA: 11+75.43, 10.07' LT STA. 11 +75.43 40.00' LT 409.81 415.20 3 2+44 STA: 11 +55.43, 9.69• LT STA. 11 +55.43, 40.00' LT 409.50 414.05 4 1 +44 STA: 10+55.43, 7.76' LT STA 10 +55,43, 40.00' LT 407.97 413.13 5 1 +10 STA: 10+2157, 7.11' LT STA: 10+21.57 40.00' LT 407.38 412.93 6 0 +24 STA: .4 9 +353, 5.46' LT STA 9 +35.43 40.00• LT 406.14 410.63 7 0 +00 STA: 9+11,55, 5.00' LT STA. 9 +11.55 40.00' LT 1 405.83 1 411.08 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 BY I APPR.I DATE S=365 103 1IC AS `o CM E•0E•EOEVO & PIMCT YAUGEMM 1915 S 37STI S18EET Bus (257) 226 -4509 RZOERAL WAY, WA 98003 6sch.NBSAjdAnet CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE - MINOR AMENDMENT SANITARY SEWER PLAN AND PROFILE NE 2ND STREET DESIGNED: BAS DATE: 08/25/12 FILE NAME: 12183 -C1] DRAWN: TAB SCALE: 1" = 40' FIELD BOOK: PACE: CHECKED: BAS APPROVED: SHEET: C -i] OF: 25 WRECTOR OF PUBLZC WORKS