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Home My WebLink AboutTED4003231.904 1 STA 0+51.58-33' LT I STA 2+25-39' LT INSTALL: INSTALL: CURB INLET NO. 17A CURB INLET NO. 16A (PER CITY STD, PF-1- 2-� — — __ — — — -7 ' - — — - n n R I N1 - 405. WS (PER CITY STpjpFr B -ZJ,) c� (0' CPEP, S RIM=A34--_-+&,4-I 4-AA. CC7 I O 1. E. CPEP,S) ZZ-4 /w -------- --------------- -------- ------------------- �w ------------- E)( -WATER ------ --------------------------- -- ---------------------------------- -------- -------------- 9-5� _Z-F26Z 39 1-T -------------------------------- ------ -------- ------ WAT FOG LINE STA 0+ 00 JZ&O 0 AVENUE NE STA 4+25-39' LT INSTALL: = STA 0+00,,-URTH STREET_� INSTALL: STA 0+12.38 TO STA 8+25.10-29' LT CATCH BASIN NO. 16-TYPE 1 STA 0+5f.58;tml T E ZLIRS-Al EI NL�-� -(SEE C.aR-D-ETAIL N-0-R-01) SL A.\l EXI ST-.-ASPHALT--SH OU LIDEK-M- CON C�--P-AJN R ---LANF SI]il�- INti.IALL. _sT ------- s --------- - (L-OM N G.- -SI)LtD- --------- I -PER- Crrr --- -------- R JIM, f -------------- -EX- -24!-' -aAN-=�R -------------------------------------------------------- Er� 24- -57W -SEWER-, CPEP, E, W) 4W .42. CATCH B) 7 TYPE 1 RIM-*H. REMOVE WASTE ASPHALT SOUTH OF SAW CUT 1. E. '015, (12 C_::� RIM SEE C.O.R. ttTM NO. B-01)_Ai6Q—/' rPFP R) I.E.=43t75 (,8" CPEP, N) X A 761 __' �P.-JRN-L-ANE STRIPE---,- =A� ( ULI , LOCKING LID z+00 4y N88*21'1 1 "W 6 6 0.6 8' 00 W) /F. 0+00 4+.00 �+�oo 1. E. 1 PEP, N11-11/f. CB. 5+ EXIST LL-) STA 4+25-39' �T ER Nj 0 ADJUST Rl"R DE INSTALL MIN. 5' WIDTH OF+ TL'REMOVE *. _','E=�-!A�S T 1 N G CONC. `INSTALL SOIDID IRRIGATED LANDSCAPING & CONNECTTO, CATCH BASIN NO. 15-TYPE 1 (SOLID,LOCKING LID) CURB=AND GUTTER BETWEEN SIDEWALK & FENCE-7 CB#1 7 41 r c: 7— — ----------------- (SEE C.O.R. DETAIL NO. B-01) 4-T�"I STREET --------- - a ------ 4 6 pn2o_��4-12 --------------- Q ----- i- -A kjF-4eTvipF ------------- ----------- Ex-f�- - - ---- ------ PLAN I.E.=-+ .10 (1'2" 'CPIfP,Nw0?A.(j4 T — in -C 1 04 r-0 EDGE EXIST. PAVEMEN REMOVE EXIST, I E 4,30.1 0, . P E P, ------- t 4,N REMOVE7jEX. GAS cLu?a E ATE w ------ - ---------------- I ------ - ------- DF, -- -------------- 0 74 LSTORM SCALE: 1 20' EX-WATFERI� -CP- E p -- 0 FOG_5CO p YV. !700_ur._-_T� INE�IPt F; X --TEL ------ --------- T - ----- - I --------- ----------- T ----------------------------------------- -T ----- Fe- ---- ——--—-------- 7_[E�7 ---------- ----------------- ---- —7 _T_ ---------- = -------- ------------------------- __5 -WIDE _COUC._S'l5EWAU_<_ - - - - - -- !0 REMAIN -so- --- - - - - - - - - - - - - - - - - - 15�_W1DE_C0NC_ SIDEWALK �JYR) 363.1 - - - - - - - - - - - - xjDL__.= - _ _ - -1 . - 6 4 74' 4 Or tp r 00 bO 39.05' �2 4�_' I 1i _L /0000, 1 3.00' 6'- 3" CPEP 0 2.0%-,ZEXISTING FIBS EXIST. STREET LIGHT 1 6'-8" CPEP" 0 2.0% Lo —RELOCATE EXIST. I EXISTING 3' DRAINAGE EASEMENT OPTIC VAULT 1 0 TO BE REMOVED REI OCATE_EXIST. N, 'NSTRUCT A MODULATED EXISTING 3' DRAINAGE I-ASEMEN ELEC, JCT. BOX WHEEL CHAIR RAMP (T Li I REMAIN I (SEE C.O.R,)'DET NO, F-06, AL v7co JCT. BOX TO EXIST. STREET LIGHT—] REC #8706230527 1 TO BEHIND REC #8709280698 BEGIN 0 STA, 0+60 IZ I LLJ DECORATIVE FENCE 0 45' FROM C'�-' BEHIND SIDEWALK TO BE REMOVED SIDEWALK EXIST. TRA FI �21 A N 0 LIGHT POLE. 24 oc) 10 22 ONSTRUCTA MODUkATED - CURB DATA: go TU 25 MOVE IF old% LLJ106 DECORATIVE FENCE 0 45' FROM C.L., 0' b I NECESSARY' R=35.0 Ld 23 0 BEGIN 0 STA. 0+601 L 18, ZI =54.23' - d=88.77' 01 END FENCE 0 0 5797,59 S.Fl.' )I 0-4-60/," p �5' -4- r "SIR11 MRS i A- -1 ,7 A _j t L 1 C14 ............................ ...................... ............................. ...... ......... ....... ........ ........ ........... * ....... I ............. ...... ...... I ............. .............. . .......... .................. ................. t ...... .. .......... ...... ....... N. .... I ...... ........ . .......... ......... ........................... ...... .......... ........ o' 0 —1 Lu Ld 0 LLIO 0 CC) V) C'4 Z z F_ m 00c): F_ r- Z _uj 0 CL : I Wz ZLLj _j C) a- IL Ld .................... ...... ......... ...... ....... I ........ ............. ....... ............. ............. .............. I ........ ......... .................. ........... ...... ........... ...... ........... .......... ...................................... ..... .......... ....... ....... -4-45 ..... ... [L*' 445 . ..... Z :1 0 b< C) V)" 14J ZI 04 Ln Z Llj 0- Z: a_ Ld 00 OQ _j :ua CD F:ROFILE EXIST.SOUTH rOG LINE NE 4TH ST PROFILE EXIST.SOUTH FOG LINE NE4TH ST < V) < < .......... . ..... uj... V .......... .............. ............ .................. ....... .......... ................... .......... ........ ................... .............. .................. ......... I .................. ............ ...... . ......... + j ..... C%I ....... _j ... 440--- 0 ............ 0 4- 44- O� ....... ........ ........................... < cy �no o FO C4 M uj PROFILE NEW GUTTER LINE NE 4TH ST < < V) <W:2 Ln Lli II Lli Lq bi CN % PROFILE EXIST.SOUTH FOG; LINE NE NTH-- m V) V) V) Z ;� Lj Uj J0 y + z _j C) 0,-., cr- .............. .. ...... < ui ........... .......... . .............. ................ ......... ........ ................ ........... ... ...... ............ ......... ............... ........ . ....... ...... ........ .................. .... ............. ......... 43-5 ........ :435 ........ cn — W UJI V) z cr- PE 1.267. FP �STORM 010E SLO 74 L.F. :12" �P- LOPE=1.51 /,o RM PIPE S ........... ................. ...... ..... ............... .......... ......... ............ ............ .......... ......... ................. ............. ............ ........ ......... ...................... j. F .......... .... .................. ........ ....... ......... 2457% 1.2".-tPEP .. 5*TO ......... ... 4-3-0 ....... SLOPE V: )IPE IEP STORM 12" 1 CP 81.36 ........... %L ........... ....... .......... ...... ....... ............ ................. ...... ............. ...... .......... Ai\ .... ...... .......... ..................... ................ ..... ........... ......... ......... .................. -4-25 ........ C*I tr .................. ............ .. ...... .................. ........ ......... ......... ........ ........... .................. .... ............... .............. ......................... ................... .... .............. ........ .............. .... ....... ....... ..... .................... ................ � -; .................. 420 ...... 121-4 ... 1- 0:1 LUA -04— 031: ............ ........ .................. I .................. * .................. ............. ......... .................. ......... ...... ......... ........ .............. .................... ........ ................. ........ .................... ............... RECOMMENDED FOR APPROVAL ................ ... :415 ........ .................. _T - -7- v ....... ... .. .. . .................. ................. ............. C�� BY: DATE: ........... . 410. 00 13Y, DATE: 0) 00 ol ol (D r (D m co (3,) 0 : : I re) 11 1+ I.n Iri - r- NORTH 0 (j) C E L) Lj c U Cn 0 E 7E M E CYIN c 'E c: C) !01 z z t rn a, 0- 54JO0 4+50 AS RDL , q e 4+00 3+50 PROFILE SCALE: HORIZ. 1 = 20' VE R T. 1 = 5' C3 PORTION OF THE NE 1/4, SEC. 15, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ,JA 3+00 20 2-+"-() c 10 0 2+00 GRAPHIC SCALE 20 40 of WASvjv, N In AII IN FEET 1 in-h = 20 ft. N PER CITY REVIEW ASS/ONgLL 2 PER CITY REVIEW 3ZlL2006 NO. REVISION 1 +50 1+00 80 04 4p 37a ENGINEER: 10-8-04 3-4-05 BY APPR, DATE ,;GANNE0 OCT 2 7 2006 JAEGER ENGINEERING I I -er By. DATE: 41 ICY: DATE: 0+50 � I r1P -Y" CD, 17' 1:;,3']E; �T rr C) T*I DEPARTMENT OF PUBLIC WORKS NE 4TH STREET —ROADIDRAINAGE JERICHO PLAT 9419 SOUTH 204TH PLACE DESIGNED: JJJ DATE: 7/04 A FILE NAME: KENT, WA 98031 DRAWN: DBA PHONE NO (253) 850-0934 CHECKED: JJJ SCALE: 1"=20' FIELD BOOK: PAGE: FAX NO. (253) 850-0155 APPROVED: SHEET: 7 OF: 2 1' ,TdFo - oto ..#jok/ A�l �2311t, CIPECTOR OF PUBLIC WORKS Sf_