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a O O Y o O 0 m (DQ z F °0 w Q - wQry _ 0 L.L. d 0 (n u �zz0 :D ryn z� <<< =Q0< z ry __j 4-0o W as H 0. cn �C o-0 �Q ZU w H lkv U c: F7 E d LiJ E m \ VI F �— rn N S C a •C a1 0 a. C gal n X Q 0 w z A PORTION OF THE NE 1/4, SEC I ION 1%I TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 18' 18' -►- —a�- STA 8+23N33' LT I I uj I EXIST. FIBER OPTIC VAULT TO REMAIN. STA 6+04.5-44' LT INSTALL: / 1 z ADJUST LID AS NECESSARY. COORD. INSTALL. CURB INLET NO. 18A II 1 W/ CABLE COMPANY. CURB INLET NO. 14A (PER CITY STD DET B-26) `, i (PER CITY STD. DET B-26) RIM=416.93 �! RIM=426.84 I.E.=415.93 (8" CPEP, S) I.E.=424.84 (8 CPEP, N) ------------------------------ \- v�t—— 1A�------- 4� Z7- ------------ — - -- v�------------ZX-WATER--------------STA_8+3 .l8_�,._32-1_-------------- - ---- _S.,_+_23_NZV_LT--------�---------------51� f4���7N3V-LI-4Ik1_A 1111E-1`-QE-------- - ------------€X-WATEF- - - - --- » > INSTALL ;'=STA,'O+35N13.0&' LT-HOQUTAM' AVE I�E � FOG LINE STA 6+04.5-39' LT SCALE: 1 = 20 STA 8+2�.18N32 LT CATCH BASIN N10. 18-TYPE 12-48 INSTALL' INSTALL: (SEE C.O.R. DETAIL NO. B-b1 E & BR-01) CATCH BASIN NO. 21-TYPE 2-4 , END CU �B, GUTTER AND; SIDEWALK CATCH BASIN NO. 14-TYPE 2-/ 48 1 - - - - - - - " - - - - - - - - - - — -- — �= 417. 43 - - — —W-�--SOLI D, -L0- KING-L- ® � -- - -- -- - L-A-NE-STRIPE -.' --- ---SOLLOCKING LID- - - ---- X 24 N-SEINER s MATES - I. 4PRE� M� -�S-TO-W��T -�- -- --- --- - �- �------------ - - ---- - 2A- ISAN-SEWER-------s------- I'-s8 Z��' c���� -�i�- C. 0. �D�I:-NO.-U=_IE_A�v�D-»R= � -----� � -- (SEE C.O.R. DETAIL NO. BR ' 01) STA 0+12.38 TO STA 8 50 29 LT I.E.=415.8 (8" CPEP, ;N) !1' BRIM=425.3 RIM=427.06 PLAN — ,� 10+00 9+00% '„ o o RN--LANE-STRIFE 6+00 .= 2. 2 -CPEP ; t VV�-E 5400 SCALE: 1 = 20 9 REM E WASTE ASP/HAL SOU 1= SAW CUT I.E.= 22.0 (1� CPEP, S - _ _ _ I.E.=424.74 8 CPEP, 8+00 7+Op STA 9+47.92N40' LT STA 80�82'L _ , EXIST. — ,� -- -- T RN-- NE-S ►R� -------- ----- - --- CONNECT TO EXISTING CATCH BASIN —TYPE SIDEWALK STREET LIGHT ;41 L.F.N12 CPEP J CONNECT TO EXIST. CL .B, GUTTER & _ -,NE 4TH STREET R1bL=410.t ---------1=)f-GAS------------------ M� GRA S -- ---- - ---- ---- ---------------- ------------------------------------ - -- REMOVED -- -------L------ 1.71 % ---- ----- -- ----- ----------€X-GAS_ - - - -- w z -s- -�-- -�- ; - -�-- I.E.=403.80 (EX!ST. 12 E) ---� REMOVE XIST.— LAN -STRIP Z NEW VERT. CURB RELOCATE EXISTING POWER POLE Noo'28 23 E 44 ��. N m I.E.=403.80 (EXIST._18_ _W 42 I TYPE 2 C • d '--�c---_EX_YVATEB__ I ----- -----� -�, --- ----------- OOfUl�T�-WITH-I'�ER-00MP-A��I-Y --- --- �- ---- ---- ----------- ��--- - R--- --- ---- - ---------------+- -- I.E.=403.80 (NEW 12CPEP, E - --------------------------T------------ ----- _ s =8 CPEP ®2;� -w-- - -- -------- -�- '-E�I�C�-LA ---- -�-- - --- - + - - -_ - �— ---------------z------------------------------EX IEL---------------- -- ----- -- --- ---------1�-6--L-.€y� 2»_�-PEP-S��3R�1- pE----5=t3Le0___----------- ---- -- �Et-- ----- - - - - -- -- - -- --- ----- 125 L,F.�ir'PEP STORM PIPE S=1.50% V. SIDEWALK --= = `=� = _-_ - =5= _ �- — — — — — — — — — t� M ------__==•-=r________________----------- -- - - _ ----- - - --- - R � _ TO - �- �4�- --� EXISTING 18 S _ _ -- _ _ ----- - _-___________________________________ — — --. ------4'-8"-CPEP--- 2.5% ------ 5-----= -- ---------__ ___ ---- - - 4 17' --- - 43.00' �� �w'L�� 5' WIDE CONC. S W 84,48} EXIST. S LIGHT � ,� � � � ��Ld ABA ON ; N 8' 22' 16"W 165. 8' ��� y,---------------------- - -----' w EXISTIN 12" STORM _REM VED EXIST. REMOVE EXI W.M. o `�� CH N E I REMOVE EXIST. �r ROC ERY WHEEL CHAIR RAMP (TYP RA T. r,� ''� 7 SIDEWALK EASEMENT I r TYPE 2'� B (SEE C.O.R. DET NO. IF-06, ALT c� ►I �' EXIST. STREET LIGI-IT 5 R :STORE EXISTfNG I a PC 6 F� 2 CPf_ f �ADWAY &SIDEWALK C 0+6 .10 INSTALL STOP SI N 2 6 TO BE REMOVED - r � 450 _ 2 8 •84 S % 74.53 r w f :R CITY STANDARDS ! 2 g CONSTRUCT A MODULATED 16.64• CONSTRUCT A MODULATED DECORATIVECn DECORATIVE FENCE 0 45' FROM C.L., 27 ( 25' 25' FENCE ` ® 3' BEHIND SIDEWALK. FENCE � BE -GIN ® WEST PLAT LINE. FENCE WILL y WILL REQUIRE A SEPARATE BUILDING REQUIRE A SEPARATE BUILDING INSTALL STREET 18 WHEEL CHAIR RAMP (TYP) PERMIT.' PERMIT. NAME SIGN (SEE C.O.R. DET N0. F-06, ALT) 1 .................................... .............. ................ ........ ... .... 445 ,.........................,..................,...................,...................,...................,...................,...................,...................r..................�..................�..,........................................................................,..................,.....................................,.................. I................. 5 : : s Lj _ CONSTRUCT A MODULATEDLi Lj : e <C e z Z 00 o rn � w� DECORATIVE FENCE 0 45' FROM C.L., � o� Q I Ln I BEGIN ® STA. 0+',60 0 � � V) of N cn � Sv o w ................ ................ ................ ................ ............ ............... © �7 z Q z — m w 440 ...........................................;.................. .... r..................�..................; .... w . — u; JI �� ................. ................ ............ . ... .................... , ... �.p..... LLJ QQ �Q �� I -a 0" N °-0-�_ � I: �`' : I -� O °-a": PROFILE' EXIST.SOU`l-H dr W CL 5 p W •' �- d Z w ' �� `�-' �. w v d- o ._j o T J ,- z_ J o a. FOGLI N L NE 4TH 5T i ............ ............... ............. ............. ......... �:, o� w� moo oN : � zU w � ; ....... .... .... ................ .. ..... 435 .. ........ ...... ................. ........................... .. .�.....�,�.......... ..►-. N.��..... .................................................... ................. .....�...-,..� .....,.,.. ,..... � ................ .................:........... .o.. ...,..-.Do.:...... .........:. � 435 � - � t..,..1 I f-- ��` 0 . z o o 00 � . �. .� J � . � Z > - I o n- Z 0� : z o ' cn o mot' . t-11 =� U �' QM z �J °�'^^°. W w �" J �O/� O N N Ny NEWSOUTH G U 1jTE R LINE N E 4TH ST Z J �� l l l x W -_ V I � V . to : z N _ w `�M tom- �t-� wII iIII a, �- �- = C� �-- + + rr V) w i Q w Q w ............ .................. ................. ................. .................. ........... ........... .............. - .. o cn — 430 ... .................................................... .... �. ................ z..�, . �� .................................................. ................. .. .. ...o............................................ ......... L _ .C).3. `/ �. ... ... . �-,LLj, 2 Fn n 00 d� I— ¢ U :Illlll U u7 U (n W I : -}- ©� U Z ���w II z=C� - : r 'E 2 46% ` IPE L F ................................................................. ............................. ~ �... V) z UW r w ~ U z II PROFILE FOG: LINE NE 4TH ST ST{DRM P .DLO 425 -0 �,..rl.. .............................................................._...................I.......... ......................... V).Z.�t. u�................................._.................._.....................................I... ... .... ....... .. � ....... ...CPEP. z cv 12"180 w w w a- <t F� w I O P E:P � o -RCN ; Z I: : I • �- x W Lij, NEW SOUTH GUTTER: LINE NE 417H ST X D! w�; j <i. SLOPE' 1.71 % . `t U Ln � °,: :II ... .................... -- .....�..... .... ........... ............. �...,............. ..z .................. 42.0 .420 ...... � 00 m & SIDEWALKCY : : z II: d- 1 E : I `-m z 00 I EJ 0 _j00 00 LID �' v I NEW 8 PVC AN. SEWER II O\4E. 1pE .. J �R MOVE EXIST'. Lj ;CROSSING I.E.=410.99 cn z .L — :..................:............ : _ REM„ 0�'RM P - ' CATCH BASIN . _ t : : - ........:..............' ....:....... .............. .................. ................ ...... ... ................. ................. ............ I. ,y .!........................................ ; �..�.�....... ��............. .............. .. ........� ............ .................. ......................L ...... ........ 4� 0 410 _ S, END OF EXIST. 18" PIPS —. -SING I� �'" 1S -y 1.43% EX. — I PIPE S 1.�.=402.86 i CPEP: STORM t- 17 3 L.F. NEVI 1 � OJTLET TO EXIST. DITC ! STORM PIPE ST1.50% ,— — i L:f.N EW 12 CPEP : : .I�!1��405 ........:—.:-.-..—.... .... ` I .1 f�s � (%/ . . ............. ....... ............................. ....... ............ _.. ................ .................... 40i- 18 STORM PIPE EXISTING _------------- I c� mot- N o I ± rn 0 (0 t� 00 0) o N N N i I • ; : �: cD cfl .d- Wit- d- � 400.................. .................. ................ � 1 0 w BY: BY: BY: RECOMMENDED FOR APPROVAL d 00 u7 00 0 07 00 O d u7 5+50 rn 0 o N � � � � 000 .� N PROFILE SCALE: HORIZ. 1 = 20' VE R T. 1 = 5' DATE; I 9+50 DATE: DATE: BY: DATE: LUA 04-031 20 9+00 GE),APHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. �5 J . J'�F 8+50 ,P�� of wAsH,�� 8+00 80 �20734 %IVAL EN �,vjo EXPIRES: 3 1 2006 7+50 7+00 1 ENGINEER: 1 PER CITY REVIEW 10-7-04 2 PER CITY REVIEW 3-4-05 3 PER BUS PULL-OUT 9-12-05 NO. REVISION BY APPR. DATE 6+00 JAEGER ENGINEERING 9419 SOUTH 2O4TH PLACE KENT, WA 98031 PHONE NO (253) 850-0934 FAX N0. (253) 850-0155 5+ 50 5+ 00 CIT'-Y Off' R �NT'0 IIII DEPARTMENT OF PUBLIC WORKS NE 4 2'"' r S21 7i'mrEET—ROADIDRAINAG. JERICHO PILA T DESIGNED: JJJ i DATE: ]/04 FILE NAME: DRAWN: DBA CHECKED: JJJ SCALE: 1 "=20' FIELD BOOK: PAGE: APPROVED: SHEET: 8 OF: 21 DIRECTOR OF PUBLIC WORKS 0tA., t C D ; U ` nl0q (15(44(m 6,Nu- u ►-11A fp'S