Loading...
HomeMy WebLinkAboutWWP2703231.3V r14 O O Y Z O O Z Ld 1 0< w WQa O Evom A r W a 0 a U ° v .:3 m C 0- W� a e > z z z K F Q a c � c N ie a ` s A a A k A g U a Cl- 0- Q w Q 0 24 FFE: 43�. 10 15 LI` w 0 -I4- FFE: 436.0 1 �i I� w -------to 0 I I I � 50.00' I I ~ FFE: WI- 438.0 }- I O 1 0 I �I 0) Q Io l I UE w w 0 W -� 0 00I PLAN w 3+00 2+00 0 1+ 0 ( j 0 0 , SCALE: 1" = 20' 312 L.F.-8 PVC N SA I ARY SEWER MAIN S=0.03 FT/FT f W, N N i SS MH I w I • NE 3RD STREET I w 560.90' w _ - -- C w O W� ' OM W .0 ' �� N 50.00' 50.00' 50 00 50.00 p 50M 50.00 0 36.41 o STA 2+15.43 JERICHO AVENUE NE Li0 o w� LVM w�`� 'n z =0+00 NE THIRn STREET - - STA 7+ 2, SEWER ca w (D OfIt 4- - _ _ Z 'ti co��--- _- _--� _ _---��, _ L'' I � o� ---_-- INSTALL: --- �,Ee I o----------1 r----------- - - - - -- �� I o -_, + co w �- C4 SEWER H NO. 6 + `� c° I � ci N I N �' + 1 �/ /► I I N co I N I `� I (SEE C.O.R. (DETAIL N. BR-28) • N "�" I€ � R I -- �•�9-�-3 . I I� I I i i I I I ; I I Q I I I ! I i ! ! . E., - (8 PVC, W) �. i I 5' ADDITIONAL R.O,W. TO BE 7 ! I I N I I N cV N I +? N N o l I I o! I o 30 0 l I o f ,DEDICATED TO CITY OF RENTON I N I I N I 5 I N 1 4 N� 1!n N I 2 I � 1 FFE: ,� I I I UPON RECORDING OF SHORT PLAT FFE: ! °' I ! �' I I a' I ! �' I 10 " 1 I i 442, C j 434.0 1 I FFE: i i FFE: I I FFE: 1 FFE: I I FFE: 438, 0 440 0 0 �, 436.0 i i 438,0 ! i 1z 1 442.0 1 1 I r- N I CA 0 p z o EXISTING GRADE CENTERLINE OF: NE THIRD :STREET PROPOSED GRADE CENTMINE OF NE THIRD STREET .................... .... .......... ............... ................---............. ........... ............. ......................................._..... ................. ................ ................ .....445.. 445 �. t 3.00q 2A0% iI — -- —. ................. .................. ..... ........................................ ................. 4_E 0 ....... ..................... � ................ ....................... _ _ _ _ _ _ .yl ... -� 440 �t- 3% _ _ - _! w _ I ► H - --- — Ld r- - .... ......... ................ ......................................... ................... ..................... •... ......... .. ....... ......•.... .. .. .. _..... ... .. .. .. • • ..... ..... ...• ..... ... •....... •... •....••.• � ��_a.-w_....-._-.-..� .... ••.. .. �. • • -.�-gym �4-- -f�- 35- _ ! W - -- __ — -- > ...... .... .............I. .. ............. ............ ... .............. ............. .. ............ ..... ... ..... .. .... . LLJ U. ................ ..4_30 ..... .......... ........... F�. — 430 IN @ 0.033T ! w � W! SEWER M A -' NI 8, PVC NE w 1 i I F I 312 ? � z� ,'' { .._.. .............. .... .. ................ ................ t� ...... . .. ... .............. ..... ... .. .. ... ... ... .... .... ..... .. ...... .. .... ..... .. ... ......... ........ .... ....... .. ,.... ...... ..... ... .... ,... ...,. .... .... .... .... ........... ...... N .... ... .. ... 4-25 - C TA--0+-74 5';-L-T...N-E .3RD-4'ST �i 425 . r•7 � � i StA .3+12, SE ER ,Q { I INST LL: W t f EWER MH NOI 6 01 ; (S E C.O.R. DETAIL NO. BR-2-8) o j .---...•............ i .... ...... ....... ........... E................. ................ 4r20 a. R1M=44o1 420 of : i I.E.--431.69 (8 PVC, W) Q E I 1 V1 W ' i i..... J......._ ............... 41.5.........�._........................... I-........... ,.. .. .41.5 I 41�....... '.... ..� i DATUM ELEV .............. .....41.0.-- ................ ......... 410.00 r� co co Co < I Nw I ' 16 p wl + FFE: j 010 438.0 o z �I w I �i o� 0 �t------- wl U) —, O of N�W �—! + CO 59.00' `- 0 wl O cn wn W + 17 FFE. 440.0 50.00' 22 o 21 FFE: 440.0 wr 440.0 o f 1 0 I I to . I I Lq 1 I wo l I I 1 ! ! 1 0 ! 19 i 3 I 20 c FE: I FFE:' cwn i FFE: 441.0 0 I 1 0 442.0 w j o 442.0 w w o I �j 0 w — co wM - -- 1--I cn -I�r�----------- N (o =d cr- C'co co w N I I co co co N I d��O!�! 50.00' N ►� I N 64.00' . I o �LLj N 43.81 i N .00 N N� O Cn(O O O� ct '� Cn r0) • ui CD r � r) 06 CO Co 00 rn Qi O� �� �� Y�u Lw 'Lw — z 0 V) Lti GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft, w o VVw "'j J? - ,rl J+/ 2+50 DATE: _ 2+00 1 +50 PROFILE TOT 4 �<v� 3 EXPIRES: 3 fNO. SCALE: HORIZ. 1 = 20' VERT. 1 = 5' PER CITY REVIEW PER CITY REVIEW PER CITY REVIEW REVISION 1 +00 0+50 10-7-04 3- 4- 05 5-7-05 BY APPR. DATE NO -TH SCALE: 1" = 20' o� o O ................................. ...................... ........... 0+00 LUA 04--031 ENGINEER: gGANNED OCT 2 7 200 A� 5-323)1v JAEGER ENGINEERING 9419 SOUTH 704TH PLACE KENT, w", 98031 PHONE NO (253) 850-0934 FAX NO, (253) 850-0155 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS NE 3RD ST SEER PLAN AND PROFILE JERICHO PLAT DESIGNED: JJJ _ ! DATE: 7/04 FILE NAME: DRAWN: DBA-------- - CHECKED: JJJ SCALE: 1 »=20' FIELD BOOK: PAGE: APPROVED: SHEET: 15 OF: 2 DIRECTOR OF PUBLIC WORKS � 3 2 �/ O