Loading...
HomeMy WebLinkAboutTED4003446.4N �0 LO I 0 0 Z (D� Z L U 0 0 3CD 4a ti o w ¢ a a T in o U w Nw IL IZ Q W o W Q 0 U W Q z ry Cl- Cn n Z Q J w z C� N W Q m Zw a < z � Q w a_ a ry L W 0 a¢ C) w J U 0 I w a 0 0 a cK x Q a m a ow m f- m s yw w WW> � Z Y O o W a o a ry n w Q w Q 0 m z O to w ry O z BECLAN PLACE A PORTION OF THE NW 1/4 OF THE NE Y40F SEC. 15, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON i TW=423.5 MAX - _----- _ _ ew=420.0 I - r15 - k17_ - _ i CB TYPE 2 48"0 I I ! TW=420.5 CB 20. TYPEn1 STA 32+03.3 I ! ! STA: 24+76.03, 17.22 LT I ! '� = DETENTION ' � 60� ha Ia i� p TRACT A , PARCEL B i 20.0� I I _ I 10 g ► 8 1 7 I40 SEE SHEET C-9 ! ! ! 6 i 5 42 _ _ 424 - 3 w - - - - ` w `� C OB 5, TYPE 1 8 , ! Gr el BARRIER FREE CURB CUT (� SEE DETAIL SHEET C-13 STA: 6+84.05, 40.33 LT ( 1 �0 CB 3 TYPE 2 48"0 I j SSMH #5A, TYPE 1 48"0 0 1 20 STA: 8+09.40, I ! -CEMENT CONCRETE CURB 1 I �I �M STA: 23+33.25, 15.00' R 50.88 LT ! f �{ Tw=42o.5 ! 1 �, CB 19 TYPE 1-L ! GUTTER & SIDEWALK, ew=41s.5 I T Q3 Ro I RELOCATE EXISTING I ti ) STA: 13+04.85, 26.38 LT 10 PRIVATE UTI I IES EASEMENT SEE DETAIL SHTS C-11 & w RIM= 406.57 w/SOLID LOCKIN D = 414 ; `a RD SPEED LIMIT SIGN TO ! = I = 396.05 8"0 IN N) - ` - - - a Rp 41s C-13 II --- _ �__ 395A5 8"0 OUT (S) \ 02 -- A -- �� � ----- - - RD ----- - ---- - 4------�RO I --- ---BACK OF SIDEWALK J`® ! W � I I ilE i2 CONC N=417.4 o - _B RIM EL.=419.7 ❑ 1 1 `� 12 18 12" CMP E=417.4 1 "�� - W W 12' �c � !n NC Al 7 wm j- -- I - - - L _ -- --- _ , W BARRIER FREE CURB CUT _ 410.5 - - - - - - - - -- - - +on _._ /•� IE=411.1� cD - - ------------- 13+0 -�4* _ ___ 97 SEE (1FTAllSHEET-CA-3 j K' / - - - - - _ _ I _ ' --- TRB _ -e - =oHP= - tea- ti- E=41 W - - i-S - - - �p _ Asphalt i o > ' - NE 2 D STR ET �� _ - - -v HP r 1 EX. SSMH, TYPE 1 60"0 '.B ' / IE=4n5 - - - - � ' " S� 3411. 0HP - - - - ---- I I Q _ E=412.2 spT aTt - - - M _ -�T z �o' " " W -411. -T- - - _ _CIE=413.3 _ 0HP �.\ - ONF STA: 2 4+8342 L I� CB 1 TYPE 2 48 0 CB TYPE 2 48 0 CB TYPE 1 1 + T - - - - - - - ! �I TRB - - E=417.0 IM + 06 STA: 7+99.94, 23.50 LT STA: 8+10.05, 15.22 LT Q STA: 9+76.36, 15.22 LT CB 7, TYPE 1 IE = ±395.68 8"0 IN (N) I CB 2 TYPE 2 4870 -_! I � STA: 11+67.68, 15.22 LT ! CB RIM EL.=419.4 � , � i o IE 18" CONC N=416.7 p STA: 7+06.60, 23.50 LT CORE DRILL EX. SSMH IF LA,) 1. )JMh I rrL 1 40 ia CB RIM EL.=418.<, / 7m C, E 18" CMP EN=416 INSIDE DROP, KNOCK OUT NOT AVAILABLE STA: 9+11.55, 5.00' L SSMH 7, TYPE 1 48"0 E 12" CONC N=417.6 W IN I IE 12" CONC S 416 =416.98 RECHANNEL MANHOLE I I i TYPE I CONCRETE DRIVEWAY RECHANNEL SSMH - _ STA: 13+22.20, 12.89' LT IE 12" CONC S=4-17 4 " ENTERANCE, CL STA: 7+99.94 �i IE = 405.70 8"0 IN (E) PLAN VIEW RIM= 420.19 w/SOLID LOCKING LID ED36 RP Et407.8 2 IE = 405.83 6"0 IN (N) 1" = 40' IE = 412.10 8"0 IN (N) N + IE 36" IP S=407.7 IE = 405 83 6"0 IN (NW) IE = 412,00 8"0 OUT (W) "' NOTE FOR A STREET CROSS SECTION VIEW OF NE 2ND STREET, SEE SHEET C-14. KEY NOTE © 15' WIDE TYPE I CEMENT CONCRETE DRIVEWAY ENTERANCE, CL STA: 7+32.70 VERTICAL DATUM CITY OF RENTON, NAVD 88 426 424 422 420 418 o o 416 Lv m 414 m 412 410 408 406 404 402 400 398 396 6+00 o cD � cD O m r7 n OD O Oi V) LEI + � r2 :z> w _ 426 � Z U CB 1 TYPE 2 48" 0 '� a;Cq II > N w (D w STA: 7+99.94, 23.50' LT o o w Y Y �� .4- 424 SOLID LOCKING LID u n Y Y L¢ W + cD CB 12 TYPE 2 48 0 °> II > W W Of m m NcN STA: 7+06.60, 23.50' LT RIM= 410.90 Q w Q w Of� SOLID LOCKING LID IE= 398.85 12"0 IN (N) n N EXISTING PROFILE @ L w c i w °' °' o o X N � 422 PVI STA = 6+60 IE= 398.85 12 "0 OUT W RIM= 409.13 O u CENTERLINE OF R.O.W Q Q Q Q Q CD ? II w PVI ELEV = 407.68 - m � � � � Q 20 - - - - - 420 A.D. _ -3.30 IE= 398.15 12"0 IN (E) N 0- m m m m K = 42.42 IE 398.15 12"0 OUT (S) CB 4, TYPE 2, 48"0 z ¢ o 0 0 0 o FINISHED PROFILE ® � W W W 140.00' VC STA: 8+10.05, 15.22 LT � o LEFT FLOWLINE �' C-' "" 41$ .d RIM= 410.46 7 _ 11 Z ) � IE= 402.75 12"0 IN (E) o N 1.63%_- F-: ISO " Q+� % - 01 IE- 402.75 12 0 IN W �' > � - 11 1,41% SO 416 ©2 z Q > > IE= 402.75 12"0 OUT (N) Z J _ _-- WS 13a _FCPEP z w L`' cn `' 1.90%u o WSx2 414 +Ln� _ ---- 12"0 CPEP SO a + II WSx2 191 LF 412 �N 11 1.90%_ LF g" 0 SS ® 1.53% 410 !! 411 CB#19, TYPE 1 1.Bo% I 408 -- STA: 13+04.85, 26.38' LT - ��, - RIM= 419.70 36"0 SD 4���� - _ IE= 415.70 12 "0 IN (N) IE= 415.70 12"0 OUT (W) 406 / DETENTION VAULT 0 �?V l� 130 LF 12"0 CPEP SLJ CB#7, TYPE 1 SSMH 7, TYPE 1 48"0 D � 0.50% N661'F STA: 11+67.68, 15.22' LT 404 RIM= 416.92 STA: 13+22.20, 12.89' LT w/SOLID LOCKING LID IE= 413.42 6 0 IN (N) RIM= 420.19 LEXST. SSMH ?Y�E 1 48" CB#6, TYPE 1 IE= 412.92 12"0 IN (E) TYPE 1 T a 11.55, T STA: 9+76.36, 15.22' LT � 402 CB 5, 93 LF 12"0 CPEP SD ® 0.75% IE - 412.10 8"0 IN N 2 90 RIM= 413.63 IE= 412.92 12 0 OUT (W) IF = 412.00 8"0 OUT (W) STA: 6+84.05, 40.33' LT RIM= 406.40 IE = 405.70 8"0 IN (E) IE=_ 409.62 12"0 IN (E) 400 IE = 405.83 6"0 IN (N) IE= 409.62 12"0 OUT (W) EXISTING GRADE IE= 403.40 12"0 OUT (E) " CENTERLINE OF R 0 W GRAPHIC SCALE 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. PLUG NORTH END OF EX. 12"0 CULVERT WITH CONCRETE AND ABANDON IN PLACE. STORM DRAINAGE PIPE TABLE 0 93 LF 12"0 CPEP @ 0.75% 2Q 10 LF 12"0 CPEP @ 1.00% ® 36 LF 12"0 CPEP ® 17.69% (3) 130 LF 12"0 CPEP @ 0.50% © 166 LF 12"0 CPEP ® 4.14% �7 166 LF 12"0 CPEP @ 1.73% ® 100 LF 12"0 CPEP @ 7,00% �3 138 LF 12"0 CPEP @ 2.01% CURB RETURN TABLE CURB NO. STATION IL ELEV. CURVE DATA 23+55.64 406.39 R=25.00' ( 2 ) A/2 407.11 A=89'08'30"' L=38.90' �� A 3/4 408.06 Tan=24.63' 7+09.82 408.53 23+57.27 420.37 R=25.00' A/4 A/2 420.07 419.61 A--91'09'30"' L=39.78' A 3/4 419.17 Tan=25.51' 12+83.62 1 418.90 IE = 405.83 6 0 IN (NW) NE 2ND STREET PROFILE 398 SCALE: 1" = 40' HORZ PROPOSED GRADE Q 1" = 4' VERT LEFT FLOWLINE 396 0_� r- N O r\ LO O LC) r7 r'0 Y3 m m r� Ln Ln r') O 00 CO CO � N N O 00 O I- U0 Ln I ") •- N 00 r r- O O rs� N _ Ln -- 00 d' !� U� -... O) -: C� - - O -- r' 00 �- tf> N O n .- 00 Ll") CO LO 04 CD rM CD •- f` 00 LO O) Cfl r'') CD r7 O �- 00 . - r - - r' � d- :O _; _ rn (.0 C0 n 00 � 06 O 00 � O O) 0-, O O O N N N N N r7 r7 r7 4 4 4 U-) 4 LA u7 L[ J Ln 9 CO � cfl c0 I� - ri � 00 00 00 Oi O O O O O O O O O O O O O O - - 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 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) CHECKED FOR COMPLIANCE TO CITY STANDARDS �& Datew Date Date NO. I REVISION CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 BY I APPR, I DATE 160 & AwSCHWEHM kilAssoamEs, Pu c 3222�3 p I S P>;nv CWL ENGINEERNNG A PROJECT MANAGENIM `SIGNAL 705 SOUTH 9TH STREET Bus: (253) 272-4451 SUITE #303 Fax 272-4495 L (253) EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklOnsn.Com CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BECLAN PLACE STORM DRAINAGE PLAN AND PROFILE NE 2ND STREET DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057-C6 DRAWN: TAS SCALE: 1" = 40' FIELD BOOK: PAGE: CHECKED: BAS APPROVED: SHEET: C-6 OF: 23 ➢IRECTOR OF PUBLIC WORKS