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HomeMy WebLinkAboutS-3446129 P� z n a `s M \ C'J ° � i- n 0 w Y O0 3 1� E~ I^ U W K,.1 a rn c .m �E C w c a `s o a ��I LLJ STATION AT MAIN STA: 7 +06.60, 23.50 LT _ J BECLAN L7 BECLAN PLACE) .. O EMERGENCY OVERFLOW LLJ tY ?� STREET DESIGNED: SPILLWAY MATCHES DATE: 03/01/13 FILE NAME: 12183 -C17 �ZCDZ� BACK OF SIDEWALK, SEE - O 2 Z W Z Q CHECKED: goQZ� SCALE: LL.J W LLJ U) SHEET: C -17 OF: 25 M� < c2l Q Y of LLJ C-4 W ZzQLLJ www��wrwlw,• Z ww.wass�wwwawr�� U W m z Q ••••�• "•••"••�•- ,••' -� (n EiiiliiYFaE>rYiiii n 0 w Y O0 3 1� E~ I^ U W K,.1 a rn c .m �E C w c a `s o a ��I Z O >N> W II I I1 r CBjjS TYPE 2 48 "0 STA: 6 +83.04, 40.62 LT II CB 5A TYPE 2 48 "0 STA: 23 +45.98, 21.40' RT SSMH TYPE 1 48'0 STA: 23+33.25, 15.00' FIT RIM = 406.57 w /SOLID LOCKIN D IF - 39 05 8'0 IN N J IE = 39595 8'0 OUTS) - -_ m ns€€- D€TAILSHEELC.�i U - H' 7W / r EX. S561H, TYPE 7 60 °0 B Z STA: 22 +83.27, 3.58' L I LIJ RIM= ±406.4 Q r IE = 3395.68 8'0 IN (N) [ IE = ±38350 8 "0 OUT (S) rl Q INSIDE DROP, RECHANNEL MANHOLE \ 14 �I I I I � TII II 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 VERTICAL DATUM: CITY OF RENTON, NAVD 88 BENCHMARK BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DETENT TRACT STA: 7 +11.51, 41.47 LT \CB#2, TYPE 2, 48'0 STA: 8 +00.00, 14.22 LT a STATION AT MAIN STA: 7 +06.60, 23.50 LT _ 2 BECLAN (AKA BECLAN PLACE) SANITARY SEWER EMERGENCY OVERFLOW rfTiYi� ?� STREET DESIGNED: SPILLWAY MATCHES DATE: 03/01/13 FILE NAME: 12183 -C17 DRAWN: BACK OF SIDEWALK, SEE - O 2 CHECKED: BAS SCALE: 1' = 40' REW BOOK: PARE APPROVED: SHEET: C -17 OF: 25 www��wrwlw,• ww.wass�wwwawr�� MEN iiFiifiii� ••••�• "•••"••�•- ,••' -� EiiiliiYFaE>rYiiii ����� Z O >N> W II I I1 r CBjjS TYPE 2 48 "0 STA: 6 +83.04, 40.62 LT II CB 5A TYPE 2 48 "0 STA: 23 +45.98, 21.40' RT SSMH TYPE 1 48'0 STA: 23+33.25, 15.00' FIT RIM = 406.57 w /SOLID LOCKIN D IF - 39 05 8'0 IN N J IE = 39595 8'0 OUTS) - -_ m ns€€- D€TAILSHEELC.�i U - H' 7W / r EX. S561H, TYPE 7 60 °0 B Z STA: 22 +83.27, 3.58' L I LIJ RIM= ±406.4 Q r IE = 3395.68 8'0 IN (N) [ IE = ±38350 8 "0 OUT (S) rl Q INSIDE DROP, RECHANNEL MANHOLE \ 14 �I I I I � TII II 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 VERTICAL DATUM: CITY OF RENTON, NAVD 88 BENCHMARK BECLAN IAKA BECLAN PLACE] - MINOR AMENDMENT A PORTION OF THE NW %4 OF THE NE %4 OF SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DETENT TRACT STA: 7 +11.51, 41.47 LT \CB#2, TYPE 2, 48'0 STA: 8 +00.00, 14.22 LT a STATION AT MAIN STA: 7 +06.60, 23.50 LT _ 2 BECLAN (AKA BECLAN PLACE) SANITARY SEWER EMERGENCY OVERFLOW rfTiYi� ?� STREET DESIGNED: SPILLWAY MATCHES DATE: 03/01/13 FILE NAME: 12183 -C17 DRAWN: BACK OF SIDEWALK, SEE - O 2 \4 �\ 3 FF \419.0 I FF= 420.0 -CEOT CONCgETE CURB GATT[€ & SIDEWALK, SEE D AIL SITS C -11 81 "/s -13 414 - -�I- --- - - - -SS RO 2 1 ROW DEDICATION FF= 421.0 TO CIIFOF&J II \ \ I GRAPHIC SCALE +0 0 20 50 1N1 ( IN FEET ) 1 inch = 40 It. 5 v� P CB ,TYPE 1 STA: 17 +67.68 75.22 LT -A;r - - s' xa �xw� IE 41 .5 .. k:M UM1 ✓IN) STA: 9 +85.43, 15.22 L , CB ,TYPE 1 EXST. SSMH TYPE i 48' £ > CB RIM EL =alas STA: 9 +11.55, 5.00' LT' - SSMH TYPE 1 48'0 IE 12" CON C N =417.5 RIM = 44412.76 1 PLAN VIEW STA: 13 +22.20, 12.89' LT IS 12" CDNC S =417.4 IE = 496.40 8'0 IN (E) 105.71 RIM = 426..19• w /SOLID LOCKING UD 420.39 IE = 465:83- 6.0 IN (N) 405.96 i" _ IE = 41218 8.0 IN (N) 411.79 IE = 465:68 8 "0 OUT (5)405.46 IE = 4014:66 8'0 OUT (W)411.69 V LT II CB RIM EL 419.7 1111 IE 12 COhC N =477.a IE I2 OMP E -477.4 0 _IE 18 COhC 5 =41722,_ - IE =41J.4 W 13+ -_ - - ma IE 417.0 � "I IE '2" CMP E -416.9 IE 12" CON" 5 =416.8 SOMH R:.4 E'.=420.2 IE 36 IP -407.8 IE 36 S -407.7 I CITY OF RENTON BENCHMARK 12104. 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 C3 FEET (121.719 METERS) z CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date 426 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 SD ASBUILT NOTE: FOR SANITARY SEWER ASBUILT INFORMATION SEE SHEETS C-4 THRU C -& SS STUB ASBUILT NOTE: SANITARY SEWER SERVICE STUB INVERTS ARE PLACED NEAR THE END OF THE ASBUILT STUB. THE INVERT ELEVATIONS WHERE PROVIDED BY THE CWIRACTOR AND THE LOCATIONS OF THE STUBS WHERE FIELD LOCATED BY SURVEY. SANITARY SEWER PIPE TABLE Q 411 LF 8'0 PVC SDR35 D3034 0 i.53% 1.45S SANITARY SEWER SERVICE TABLE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 NO. REVISION BY I APPR. DATE QY3: s 341 -G1;L- 5- 344612 X A Assoamim, n.Lc cm � A PN= � 1915 S. 3731H BIBEFr A. (157)7�s -dsm E7nmrL MY, AA .B00B b.*. &NS4.W..l CITY STATION AT MAIN STATION AT END OF DEPARTMENT OF PUBLIC WORKS BECLAN (AKA BECLAN PLACE) SANITARY SEWER PLAN AND PROFILE rfTiYi� NE 2ND STREET DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C17 DRAWN: TAS CHECKED: BAS SCALE: 1' = 40' REW BOOK: PARE APPROVED: SHEET: C -17 OF: 25 www��wrwlw,• ww.wass�wwwawr�� iiFiifiii� ••••�• "•••"••�•- ,••' -� EiiiliiYFaE>rYiiii ����� ww.wasle>•wwwwwwrm� t�iifClTi - fiCiiC�FiYYiilFa CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 NO. REVISION BY I APPR. DATE QY3: s 341 -G1;L- 5- 344612 X A Assoamim, n.Lc cm � A PN= � 1915 S. 3731H BIBEFr A. (157)7�s -dsm E7nmrL MY, AA .B00B b.*. &NS4.W..l CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN (AKA BECLAN PLACE) SANITARY SEWER PLAN AND PROFILE NE 2ND STREET DESIGNED: BAS DATE: 03/01/13 FILE NAME: 12183 -C17 DRAWN: TAS CHECKED: BAS SCALE: 1' = 40' REW BOOK: PARE APPROVED: SHEET: C -17 OF: 25