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HomeMy WebLinkAboutWWP2703446.30 U C) U a_ Ln Ir w a_ a. w 0 0 a. Ce x w z w 00 o U N I'll 1 0� \ x L17 I d- S ZZ O U o O li a y W L� CD n z w W U W � z � n_ Q c~ z n o ryz U C\J W � m w z Cn ry Q rQ V u_ N N U) ow om W om 6 Z z Y to qQ w U a (A 0 o < m n n Ld 0 IS z O V) w ry 0 z BECLAN PLACE A PORTION OF THE NW ?4 OF THE NE ?4 OF SEC. 15, TWP, 23N., AGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) DETENTION I > inch = 40 ft. i I w, TRACT A =; 14,848 SF I 10 I 8 I I I I 7 I 5 -- -- ` -s 7,858 SF i 7,800 SF 7,800 SF 7 0 SF 6 2 - - 3 - -- CB#5, TYPE 1 1 �0, FF- 415 FF- 416 FF- 417 80 7,800 SF 7, STA: 6+84.05, 40.33 LT-----, - = 800 SF I W `� Gr el BARRIER FREE CURB CUT FF= 418 I I� SEE DETAIL SHEET C-13 CB 3, TYPE 2, 48" FF= 419 FF= 420 i j i h SSMH 5A TYPE 1 48"0 1 20 I STA: 8+09.40, I I I CEMENT CONCRETE CURE I 1 w Q 1 ! TW=42o.5 I W w CB 19, TYPE 1-L 50.88 LT I I I I _ STA: 23+33.25, 15.00' RT GUTTER & SIDEWALK, BW=419.5 I 41 I 10' PRIVATE UTI IES EASEMENT i SEE DETAIL SHTS C-11 & I 8,535 SF I < I Q w I STA: 13+04.85, 26.38 L? RIM= 406.57 w/SOLID LOCKING D 4 I = 396.05 8 0 IN N _ FF- 423.5 " 1 � I" - Sg 416 \,s O - -- - ---- - --------SS _ SS I I N I� CB RIM EL.=419.7 I IE = 395.95 8"0 OUT S) \ - -- I - - ------ 41--------------------- I I I IE 12 CONC N=417.4 _ SS 12 W _ 8 J IE 12" CMP E=417.4 ❑ N ' - 29' w 8 �- ----- _ 42 cI IF ig rp c 1 - - _- s=z= /1r -- _ 8 00 G 9+00 - - 8 0 S -- a: o w _ - - - BARRIER FREE CURB CUT _ o I 410.5 G I + - - - - - -- - - - - - - 7 J 6 - IE=41 .1 co ------ G 7 +00------- - CEE DETAII _Sff1T C-13_ � - - '' - I 5 � I sp i o __ __ _ _ -- NE 2ND ' Asphalt N - J I TRB - -BHP - _ Z r =OHP - 2„ SD --_ - - 2 -. IE 415.1 OI - REE X. SSMH, TYPE 1 6G : T a iE=405.6 - - -�- ' - E=411. oHP iE-4122 Asp�O t - - -- - SD . - -- ?1Qz "" Z �Q' o \ CB'1, TYPE 2, 48"� , CB 4, TYPE 2, 48"4 I W I /> 41 1, - - - - �IE=413.3-/ 3�� OHF I TA: 2. TRB Ir-44 n -_ _- # CB 6, TYPE 1 IE-414.5 _ _ _ RIM= STA: 7+99.94 23.50 LT STA: 8+10.05, 15.22 LT # I 3I F711 - IE = t395.68 8"0 IN (N) I I Q STA: 9+76,36, 15.22 LT CB 7, TYPE 1 NI 1� I �I \CB RIM EL.=419.4 I) CB 2, TYPE 2, 48' 0 STA: 11 +67.68, 15.22 L T I " I IE 18" CONC N=416.7 STA: 7+06.60, 23.50 LT CORE DRILL EX. SSMH IF vtXS1. SSMh TYPE 1 48 f= I RIM EL.=418. INSIDE DROP, - KNOCK OUT NOT AVAILABLE STA: 9+11.55, 5.00' L SSMH 7, TYPE 1 48"0 12" coNc N=4�. I ���) IE 12" CMP E=41s.s RECHANNEL MANHOLE I I ` - �I STA: 13+22.20, n" CONC -� \�SDMH E 12" CONC S=416.8 I RECHANNEL SSMH _ " PLAN VIEW 12.89 LT I I RIM EL.=420.2 I �I I� I IE = 405.70 8 0 IN (E) RIM= 420.19 w/SOLID LOCKING LID t ?E 36" IP E=407.8 IE = 405.83 6"0 IN (N) 1 = 40 IE = 412.10 8n0 IN (N) i E 36" IP S=407.7 i , rl� I� U' 1 1 1 - IE - 412 00 8 0 OUT W N 426 424 422 420 418 o + o 416 m m 414 412 410 408 406 404 ©" 402 400 398 396 VERTICAL DATUM: CITY OF RENTON, NAVD 88 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) 6+00 160 _ 0 It - 405.83 6 0 1N (NW) - O I I I CD N :2 CD w 426 SANITARY SEWER PIPE TABLE M Cn CD> II Z- w Or CB 1, TYPE 2, 48" 0 rn � > N w W 411 LF 8 4 PVC SDR35 D3034 @ 1.53% STA: 7+99.94, 23.50° LT o d o w - Y Y N Q' 424 ¢ ¢ + �ti 0 CB 2, TYPE 2, 48" SOLID LOCKING LID n II n II Y Y ¢ ¢ w o' w � + N STA: 7+06.60, 23.50' LT RiM= 41Q90 w � m m m m N Q �* PVI STA = 6+60 SOLID LOCKING LID RIM= 409.13 IE= IE= 398.85 12 IN (N) 398.85 12"0 OUT (W) n N � w EXISTING PROFILE @ � CENTERLINE OF R.O.W �' w Y cn w Y Y w w o 0 ¢ 0- "" o o: ? N w n W 422 SANITARY SEWER SERVICE TABLE PVI ELEV = 407.68 "' ¢ W w w Lu � A.D. _ -3.30 K = 42.42 140.00' VC IE= 398,15 12" 0 IN (E) IE= 398.15 12"0 OUT (S) oM a' z 0- m m m m " `' 2 CB#4, TYPE 2, 48"0 z ¢ o 0 0 0 `�' L T � FINISHED PROFILE @ � � Of � STA: 8+10.05, 15.2� 1 � o LEFT FLOWLINE C.' C.' CD CD RIM= 410.46 IE= 402.75 12"0 IN (E) o N - - - 420 418 II V) W 00CD `� r IE= 402,75 12" 0 IN W ¢ + 01% oQ 1 �� a 1.41% SID IE= 402.75 12" 0 OUT CPEP ®2' 416 N >Lij (N) Q W - _ - - INS g LF 12"m z� - 1.9 WSx2 0 0 -- 4 14 0 -- +-'R ---- (I ®1 - o�CD -- - 2 p SD - --` 10 CPE �F �� - O N N - ,----`-J --_ Ij WSx2 191 412 _ x> 1. _90 �_ - -- ZNw _ II - - i �- LF 8" 0 SS @ 410 411 -- II CB 19, TYPE 1 STA; 13+04.85, 26.38' LT 408 RIM- 419.70 36 4 �D �h IE= 415,70 12" 0 IN (N) - - @_�� \ -- IE ;15J0 12"0 OUT (W% 406 DETENTION VAULT �-= � �0 130 LF 12 0 CPEP SD @ 0.50% CB#7, TYPE 1 �66 �j � - -STA: 11+67.68, 15.22'-LT SSMH 7, TYPE 1 48"0 RIM= 416,92 STA: 13+22.20, 12.89 LT 404 ----- O w/SOLID LOCKING LID ;E 4'4�1 6 CB#6, TYPE 1 "� IN (N) RIM= 420.19 C13#5, TYPE 1 93 LF 12"0 CPEP SD @ 0.75% 402 STA: 9+76.36, 15.22LT ' IF= 412.92 12"o IN (E) IE = 412.10 8"0 IN (N) IE= 41292 12"� OUT W _._----- RIM= 413.63 ( ) IE = 412.00 8"0 OUT (W) STA: 6+84.05, 40.33' LT IE = 405.70 8"0 IN (E) IE= 409.62 12"0 IN (E) 400 RIM= 406.40 IE= 403.40 12" 0 OUT (E) IE = 405.83 6"0 IN (N) IE= 409.62 12"o OUT (W) EXISTING GRADE @ IE = 405.83 6"0 IN (NW) NE 2ND STREET PROFILE CENTERLINE OF R.O.W 398 SCALE: 1" = 40' HORZ PROPOSED GRADE @ 1" = 4' VERT LEFT FLOWLINE 396 00 i__ N U-) - 0) Il- U-) r) M 0) m I- If") Ln r7 O 00 cQ G.O N N p 00 0) r_ u7 tf") �"� F_� -. _ d - i --, N Ln a0 r7 00 Q1 O �. O) (� n QO M O i� N O I� r CO u7 00 LC) N cD M O r- a0 LC) � O r) UD r7 O d- a0 N _ a0 r - t-_ - � t\ � O0 - c0 CQ !�. 00 tv 00 0) 00 O G.7) O 0) O O O N �- N N N N r-i r7 r7 d- It7 4 Ln '� Ln `n c0 C6 C6 � �� ty 00 ap OD 6� 0) ON 0) i � �� o� 00 p op o �� � v-=r �� �� d- �� �� a �� � "� �r v � �d +� ��r �� r 6+40 6+80 7+20 7+60 8+00 8+40 8+80 9+20 9+60 10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 CHECKED FOR COMPLIANCE TO CITY STANDARDS `" `` V, 'e i D a t Date Date CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NO, I REVISION I BY I APPR, I DATE c� 5 - 4 4- - S-3yy6Q? � CIYL ENOlG A PROJECT YANAGEYM SIONAL c� 705 SOUTH 9TH STREET Bus: (253) 272-4451 a (I SUITE #303 Fax. (153) 272-4495 EXPIRES 09%20/08 TACOMA, WA 98405 bschwerklOnsn.Com CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE SANITARY SEWER PLAN AND PROFILE NE 2ND STREET DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057-C17 DRAWN: TAS CHECKED: BAS SCALE: 1" = 40• FIELD BOOK: PAGE: APPROVED: SHEET: C-17 OF: 23 DIRECTOR OF PUBLIC WORKS