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HomeMy WebLinkAboutTED4003231.11C4 0 0 Y Z 0 0 Z ULJ m SCDQ rn W 0 11a-o V) W z w J W Q LL �Dz0 zQQ:� wa� n O Q 0 oo a Q Qo Doz Q O cl� J 010 ® 11 o N II z �zC, z z o U r a w Z a ' V o A A W w a A A U � a_ a_ Q w Q 0 NORTH SCALE: 1" = 20' WHEEL CHAIR RAMP (TYP) WHEEL CHAIR RAMP (TYP) (SEE C.O.R. DET NO. F-06, ALT) a. ¢ STA 6+11.60�16' LT TRACT A (SEE C.O.R. DET NO. F-06, ALT) STA 6+11.60-18 RT w �r- INSTALL: INSTALL: - --- U v o IN NO. 1-TYPE 1 DRAINAGE CATCH BASIN NO. 2-TYPE 1 - N V) (SEE C.O.R. DETAIL NO. 8-01) OVERFLOW CB #19A (TYPE 2-48., ) liLL CL i i I i I I STA 0 �.r LT I (SEE C.O.R. DETAIL' N0. .B-01) I Z o Z RIM=422.11 W/ BIRD CAGE LID a , -__ __ I I I I I RIM=422.11 I II o I E:=417.38(12" CPEP, N, SE) RIM: -422.0 (EMERGENCY OVERFLOW) IN ALL: I I.E.=417.57 (12";/CPEP, NE, S) I o 0 I I, IE: 417.5-;,1(12"CPEP W) I I I I c TCH ASIN N0. 12- YPE 1 I ., o - RET ION/DETENTION ' I V o I I I I.E.=418.00 (6 ' CPEP, N) I I' I T. 11 �- I POND I SEE DETAIL, SH: o EE C. R. DETAlL N B-01) CU B DATA � CURB DATA ( ) i + , I I ; RIM= 02 _i••i ' I �+ - �, L=3 .76' L=39.77' i 'o I.E.= ff STA i-f-96 8��20 T` LT I 32LF- CPE I SEE SH T. 1 1 ( \ :STA 2+89-3W LT-HOQUTAM AVE NE z �(12 CP P, S, W) I INSTALL: R_2 00 �> I R=25.00 ` I -STA 6N+��'� LT -NE 3RD ST I ,j- d-88. 4' d-90.01' I I I f I CATCH BASIN N0. 8-TYPE/1 I S=d. % I OUTLET I 2�1•+�� '+� INSTALL: w i i i / SEE C.OsR. DETAIL NO_ R-» O1 6 18.69 6 +-18.34 18 LF 12"CPEP _ " ( ) I.E.- 0 CONTROL MH N0. 19-TYPE 2-54 a ,f - - - - - - - - - - - - - - - - SEE C.O.R. DETAIL N0. BR-04 U � _ i i 1 � " 19 I I.E.=4.17.75 r1 % CPFp W:. N, SE) °° I / -30L N12 \I\ (6 �' ( RIM=��e• 4 23�7 9z� i Z Cr N CPEP i w i Fi sp - 2 6 ,� �'`NE=� - �' _ ; I . I / O S-0 60� 30' + I.E.=415.00 (12" CPEP. NW, SE INLET) - - - _j l� t\o I 1� +I 4 \N 666.51' L (� i N i +� 34,5$'- W = ' .�, // 65.00' r ,�, " .� END CURB, GUTTER Ie ! I 00 I 41 ,, ' _.I� �1� '� _ _ - __ N00'28'�3"E C� I- _ -'•-' = - W �� 20 LFI- CPEP ILL I i l - _ 120 L.F.-12" CPEP ® - 5=10 0% K / I 5' WIDE CONC. SIDE ALK pW & SIDEWALK I ao- " - ------ ---- _ , 00 o f1 --- _ _---------- - - -� - - 204 L.F. 12" CPEP © S=2.48% ' \\21.63LFN12" CPEP n- PLAN I S=8.04% UD N -STA 3+26.N6' LT CL N °° 12' - c� INSTALL: SCALE: 1" = 20' 18' i w i i i I -- 2+00 � 3+ cv 3+28.64 CATCH BASIN NO. 11-TYPE 1 o ao SEE C.O.R. DETAIL NO. B-01 �-+- 1 00i � - -- -I -_ _._ _ _ -- -- - + N 00'28 23 E z Ln ( ) R;' ��.� -jo RIM=4 � I N 39 Lr-12"CPEP 100' LO� TRANSITION TAPER - AVEMENT WI TH =o N II 1. E. (12" CPEP, W) oHOQUIAM A�✓E® NE S�®..5®% - .18 I I I , w I � o , 123LF 12 CPEP S 0.5% I i I I 12 INSTALL SIGN f I I WY 5' WIDE CONC. S EWAL'K TENDED �'"ROAD TO BE EX n i I i i Z i ��� - -- DWY -- TYPE IN THE FUTURE" STA 6+46.87N35' LT-4TH AVENUE NE - _�' �� =STA 0+35M13.0 LT HOQUTAM AVE NE - - - - i i �' i i I �_ I N00'28�'23"E _ BARRICADES INSTALL: CONSTRUCT THICKENED EDGE CURBING , _ CATCH BASIN NO. 21-TYPE 2-48" - _ I I , , �� s - _ _ _ 'Al - - - - - -I- - -f - WHEEL' CHAIR RAMP (TYP ALONG END OF ROAD TO DIRECT I 't�__ I I i '�ti F - 13 GO'. 13. 0 W/ SOLID COVER , o� I I , I ,5�,� �7 STA 0+65.94�18 RT NlD_ DRAINAGE ESMT.� - I I (SEE C.�1:R. DET N0. F-06. AI_ 3 RUNOFF TO CATCH. BASINS (SEE C.O.R. DET. NO. B-01E AND BR-01) I oz I I I p�yf"' I INSTALL: ' ( ' I STA' 1+gA- I 1 �� '� + II p T >... I F-, STA +92N18 RT � �' � � � I - RIM +�Z.�j.��-- I ! !� I CATCH CH BASIN NO.13-TYPE 1 9 I I ' I j I E !� Q Z' END 36 ROAD WIDTH ` QI WI S'TA 2+15.62 HOQUiAM AVE STA 2+92-1,6 RT & `-.- I.E.=© 12' CPEP, S, W \ I I I , I (SEE C.O.R. DET. NO. B-01) I T PF I.E.=4-(12" CPEP, E� 1 i i i i i EXIST. RIM=424.04 I START A. _R 3 �I =STA 6+60.87 NE THIRD ST END TAPER �I ; _ ) �.1 1 03�17.9 RZ I W BEGIN �,32' In®AD i I I I STREET Ll�r`` E.-420.72 ' %" -PEP, E �` I 9 STA 2 ' I ? •lofty C, WHEEL CHAIR RAMP TYP W < ° I I INSTALL: I �� QI STA 3+26-16' RT STA LT RELOCATE XISTING POWER POLE (SEE C.O.R. DET NO. F-06,(ALT� ® CATCH BASIN NO. 9-TYPE 1 CATCH BASIN NO. 10-TYPE 1 INSTALL: COORDINATE WITH POWER COMPANY CN c Ld V) (SEE C.O.R. DET. NO. B-01) W V) (SEE C.O.R. !DETAIL NO. B-01) CATCH BASIN NO. 20-TYPE 2-48" E--r ^ ® LLJ RIM=422.79 ® Ij RIM=421.70 WITH SOLID LOCKING COVER I w 1 w I 0 �_ I.E.=417.95 (12" CPEP, S, E) I.E.=418.57 (12" CPEP, E, N) (SEE C.O,R. DETAIL NO. BR-01E & BR-01) ® w mco F- o --� I.E.=418.45 (6" PVC, W) IsF_-.419.07 (I CPEP, E, N) fly.7q RIM= . . 10 rL �_ 10 0: ® rl. c 4' I.E.= (12" CPEP, E) LV r� z w z w � Q'" N ............... ................ ................ ................ ................................... ..........m. u N .. ,.�..~,. Q�, ............... '` I.E.=4 a.2ra (12 CPEP, N & SE) _ - •t- w I -10I ... �. ............ ................ ................. ................................................... ........... a.o _ - m: z r :2 zCr 0 o 1. 3 z Wo < N >o z J _im® :29 Jmo S 2 z I " w a v f 2 I II a: 0: 43�' © Q o Q PR-OFILE - ENTE.R�INE _� a..z... u,�.�c 1.. I -a �c, Q L�, .............. �. -�. �.w...... . - z LU --- 4.35-. t- U w II F w II: °o m. aA o a" . a Ia- Qcwn �w I•_ QN �w �% EXISTING GR OUND ¢ rv' -dr z w N r _j w a '`� V) Z C.) _ V) z U._ - O F- �y uj z o T m U� ¢ Z N O Q 50' V.C. Z �'71 +- �. c� jt Q _:_i, 04 v' n �' w :� o = '� r� i N Q � 'b:� m ��'� II 3 v� Ia- Q � to Z � ............... ....... :N PVI STA f 50. !� ....... I'`: r c� Lei o m C Z 4Q ,ri ....... m.©., . �....... w ............... ©,�, r ©© 114Q. '� N P\il ELEV = 4Z4.55 N -' ao �• c� w - ► p = ,-' �. Q f�' Q.. o d o =(3 E-w 11: U_� d c�vo: III N mO� A.D. = 1.08 w I vLn v3, L,.] �I \ W Q Lw .} w + -� U 0� K = 46.3 - -� -------IZU�.w,�� '� �?�% o�(W� off'_ QU 11 > > . - -� 3-p �" Q r- PROPOSED I CENTERLINE GRADE .� _ 425 _ �-.,�.... _.. ,..chi...... I......... ......... ,............... 425 -0.92% - --� I . I--- --= ---- -Ir-S 120 LF.N12"- --.- /. 4- PEP c -- - .........11 S=1 ... . .............. ............. ..........�, Or O......... .............' .�wI Ld . .>z.. QF-17- 332 'E 39LFN12 CPEP Q fC + .. o r S=0.50% 19%�1.5.a.............. ...........---- ............... ......... ........... .. ... .......... ............ ........... .. .. ..... ........ I...�. oNo..�415.. ...... QQ Q +DENTION / Q ccn II 12" CPE? °-2'4$% PQND / ...... ................------------- ................ ....................... 410..... 8 S LIN �f R.. I�i�W EW F� C ................ i ................ 40. ............. °�° DATUM ELEV 400.00 to � N z I GRAPHIC SCALE 01 (n 20 0 10 20 40 80 w ( IN FEET ) 1 inch = 20 ft. A PORTION OF THE NE 1 /4, SEC. 15, O z G1EVE" � P Was D/ �6 1N n ouj N C) . .......... .... ..... .... .... .. ' f e ff v , .I. . ......... ... ...... .. ..... ........... .. ............. ..... ... .. ...... JI�JLET ..12.. .EP......... SSA. LT- �.. ; 410 I INSTALL: CATCH A I NO O T E- ff - - - 2 "1p 3D•45 STA: 6+46.87 35 LT-4TH A\IENUE NE OASIN . 12 YP i TA , sTA: 0+35� LT-HOQUTAM AVE NE I : j WITH SOLIDI LOCKING CO�,E, R STA f L LT -NE 3RD ST INSTALL. SEE Q%.0.R. D TAIL NO. B-01E AND BIB-I01) ... ( rF_; __�. F 4s.� LUA 04-OJ1 --CATC+H-•BASI -N-0.••21---TYPE--h-48... ...................... ........... IN.STALL�-... RIM ...Ao. W/ �OLID LOCKING COVER � I I CONTROL M N0. 19 �-5 " (SEE. C. I.E.= (12 CPEP,, E RECOMMENDED FOR APPROVAL ( .R. DET. NO. B-01E AND BR-01) I.E.=�+1 6 I12"CPEP, N. SE (SEE C.O.R.1DETAIL NO. -04) c I RIM=425.35)q4,�4! RIM= ADJUST TO'' GRADE,- �, I.E.=408.20 (2 CPEP, S, W) ! 21. 3LF^�12;' CPEP ' I.E.=1422,0 1 "CPEP E I8 04% I CPEP, hl OU1`LET) BY: DATE: 0� ' ' �. r CY)00CN jo BY: DATE:cCm ao Co N 000 CO Cp f� Cf� Lo r7 N *- d�d�t oC`N _ N�NNN N�N � dN_t d +C-4 N� d -q-Nd BY; a_ DATE_: 0+ 50 - /2007 TOWNSHIP 23 NORTH, RANGE 5 EAST, a wv 1+•00 1+50 PROFILE ,LE: HORN. 1 = 20' VERT. 1 = 5 1 PER CITY REVIEW 2 PER CITY REVIEW 3 PER CITY REVIEW EXPIRES: 3/1/2006 NO. REVISION 2+00 2+50 3+00 10-7-04 3-4-05 5-7-05 BY APPR. DATE ENGINEER: JA EGER EN GI NEERI N G 9419 SOUTH 2O4TH PLACE KENT, WA 98031 PHONE NO (253) 850-0934 FAX NO. (253) 850-0155 BY: DATE: CITE UF' RENTON DEPARTMENT OF PUBLIC WORKS HOQ UTADI AVE NE-ROAD/DRAINAGE JERICHO PLAT DESIGNED: _ DATE: 7/04 FILE NAME: DRAWN: DBA CHECKED: iii SCALE: 1 "=20' FIELD BOOK: PAGE: sCANNED OCT 2 7 2006 APPROVED: OCT 2 8 2005 DIRECTOR OF PUBLIC WORKS SHEET: 9 OF: 21 L`tD.), C - ?04