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HomeMy WebLinkAboutTED4001812.5STA 8+93 STA 9+73 28' LT z STA 8+30 43 LT 44' LT STA 9+19 CB TYPE I STA 9+77 O CB TYPE II EASEMENT PER STA 7+76 16 LF NEW 12" CONC. v RIM=322.7 STA 8+83 COURT ORDER# 42.5' LT/ / RIM=322.1 48.5' LT STA 10+16 CB TYPE II ®S=4.4% N IE OUT=311.6 IE =319.6 STA 9+67 I 48.5' LT STA 5+59 28 LT 43.5 LT 91-2-22572-9 SOLID LID SEE DETAIL 36 LT ORIGINAL CB TYPE I - - RIM=296.8 RIM=310.0 STA 8+04 BELOW STA 8+72.5 - = STA 10+39 IE=294.5 ORIGINAL IE IN=307.0 38 LT 38' LT WATER ROCKERY 31.5' LT- 12 CONC. IE OUT=306.9 / DEPT. ELECT 0 0a EOWTR VAULT r) IILEC�T Lc) i ROCKERY SIDEWALK VAULT 6" ADS DRIVEWAY M co 5.5' 5 LF NEW 12" CONC. -5�k• / � N t M oo cv _ _ 0 S _10.0%��� CURB &GUTTER " �- ,.9 NEW CONC. 'ks " \ M 4 ry co==== M o M ORIGINAL --, - $� LF NEW 12" DI ® = 6 PVC 'uuTR / / BRIDGE --- -6 LF NEW 12 ®S=6.7% -\ e - o M STA 5+59.5 22O'LT S LID LID "' �llv 12 CONC. S 5.9%-_-- ---- WHITE LAN S Q Z _ ;TYPE / STA 9+73 21T L7 70 LF12� ADS wv 2""� RIGINAL CB TYPE I S � �IIv �CB TYPE I SOLID � W �" W W lIW - 28 _Ilw STA 8+29 21.5LTSTA 8+29 28 C b 64 LF NEW 12" DI RIM=322.2 IM=297.1 Y- CB TYPE I SOLID LID RIM 313.2 STA 9+09 15'LT CB I / / 0 IE=319.2 � M Il NEW IE=295.0 oI I 0 RIM=313.3 IE IN=310.9 RIM=318.3 SOLID LID / / 0 S=4.7% 6+00 7+00 IE=310.2 OU = 0. IE IN=316.2 9+00 / 10+00 -- -- YELLOW LANE STRIPES S 21 20'40" E II 8+0042 s+oo Ow TI I �� �- I -+- T� -r �- IE OUT=315.6 / L L Il II / 1�948 LF NEW 8" DI 8 EN SON ROAD S0. II / /�•� CASING P.C. MON. = 9+73.13 o Ll r� II ®S-0.2% 28 II STA 8+16 28' RT / /�� WHITE LANE STRIPE io II STA 5+62 ?�8'RT CB TYPE I ��TOP BACK STA 7+49 37'RT II CB TYPE I M / / / NEW CONC. E N O l�L J II RIM=296.8 �; ki CURB ELEV. Lo ORIGINAL CB TYPE II SOLID LID II RIM=312.1 n BRIDGE a � NN =. CURB �'� M NEW I=.CMIE=309.8 IE=297.0 LF_NEW - - - / SIDEWALK ,yoR�GL S 310N LITE 777 .9 - CAN GUARD RAIL �1- v II TOP GABION WALLOPGAB ONALL CAN R=f25' II , 12' STRIP TO BE DEEDED N 308.8 12 STRIP TO 8E DEEDED 0 TO CITY OF RENTON ~� OVERFLOW TO CITY OF RENTON ORIGINAL CB TYPE II IE=318.6 STA 7+77 30.5 RT SOLID LID N NEW RIM=308.9 o I El 2" = 307.3 1E=311.7 IE 18 =298.5 / Q / � / � 41 1E=311.6 12" DI OUT MANHOLE DETAIL / / ��D / W m q STA 8+30 43'LT A41 O! 324 o gala • you 04 m� oLLJ � 316 z C, r/� vi ado IE-♦a F 1 Z 0 F1 c 308 0 W A II 300 Lu Lo W� 292UD JOB NO. 87083 DATE 10/91 Lo SCALE 1"=20' 284 DESIGNED AL/RSK 5 DRAWN SK Lo CHECKED RK O APPROVED d= N 260.00 sue, .2 ; 0� � " NOTE 21' T STA 9+7 1. ALL POWER LI S TO BE RIM .2 ~ ELEV. = 32 U ERGROUND Y PUGET POWER � O � � N u� V. 319.2 s W SE PLANS BY PUGET PO � M KING, TRAF IC SIGNING, Q � I CH NNELIZA710 &STREET IGHTING SE SHEETS 6 12. �, ? o 3. G ARDRAIL IS 0 BE PLACED ON � RIGHT AS SHO BY TYPIC L � N - --- ROAD SECTION RT USE TYPE 1 + - a, °p"�Onj GU RDRAIL TER 1NAL DESIGN G, cfl`- °Q ' 12 A TYPE I AN HOR. + r j o � II "� 4. ALL DlSTURBE AREAS, NO Q II N W GABION WALL PAVED AND A SLOPED AREAS J 5. REFER TO TER AMESH SPECIFICATIONS � °p � r7 op � A CROSS SECTIONS FURN SHED � o r\ N DI 12" ; , B SUPPLIER. � "� o II �' II � � II N 1' SCALE: 1 " 20' HORIZ. ¢ ^ 1 " 4' VERT. c~n > N +- Z + Q � to ' C 12 P ' " N MA TC LINE EE HEET "" " rn 60"!� SE TILE WATER MAIN N GRgD� � IN 84">� ASING ASBU�L� co " N � N " W Ci "' 18 o , GABION WALL,STE�������c' �MAI E L 11/10/9L cp ASBUIL TCURB, GUTTERRSIDEWALK, AND STRIPING DATE �Z-- + 00 6 00 7 00 8 00 9 00 10 00 � + O O ao O O O � O oo O � � r co � O M cp � � � 00 N N N M N � M M r� M ►� M r7 M � DATUd� ELE �