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HomeMy WebLinkAboutWWP2703231.2N 0 o Y O O 0 zLLJ m r o �<o CL e W L 0 2 H W n- uN rn v .j m U \ C .0 a w a 0 cV m� v � z II U Z. W C V O FU4 LOT 25 DRIVEWAY EASEMENT W o FFE: 430.0 N89'59 24 W - z 0 1 n (- 45.19' I iI u ,' l? 0CZ_] 1 II t w w ------- \ I I � - 11 l�f32 FFE: W f 1`" --------o '-, 426.0 l 13i I ff)0r > 4 mw 6 FFE: 14 Li I NSTA +1562 HdQUIAM AVE E I FFE: j 1I I FFE: I=STAI6+60.87 NE `THIRDSTI 428.0 430.0 . : Ld o! 432.0 I I 434.0 0 1 w 01 1 o wiul o IW 0 - CD'o o, A+o ®--NFFE: LLN`I----- -- ------- FFE: .I 31 I1 424.-0--- 1 00. T♦ Ld cn I 1O I ♦ `° ui r� 1 00 I FFE:-------I I I } < ��- C° ILL, rn I .1 I rn I � ocD oo I 3O o 1 1 424.0 -- -f 1 1� w l 1�� so, + II+ I ± � � N i 1 �W 1 Dow I _ 1 3-- I ,6 0`°w �w I N I ' 1Z 00 L uiC L-------I L ----� I 0' ;r r 0' f. 0' 0' (\ 0' - w a N Cr 35.0 � 50.5 5 50. Q 50.0 ..� I -� to � _ �- �------1 Llicn _ w + 00- ®`° 15' PUBLIC \` I 1� + w o I SEWER ESMT. N uj Id 43.00' 47.00' co ® + .87 6+00 54-00 4+00 1 Lo NORTH V/ \ 1 �• 0 ` ♦ \ \`` �` i 1 N 1 SS MH 113 LF N 8".PVC EWER S 0 05 FT/FT MH` - 275.79 Le F. - 8 PVC NEW SANITARY SE ER MAIN S=b:DOFT/FT rll- s� i�l�; 1 SCALE: 1" = 20' -+E► N89'59 24 W I CA ® � 1 z �5.19'- 26' EASEMENT j ' N 88'22'11" W PRIVATE ROAD 2 0 124.49' w o 50.00' 50.00' w PLAN - - - - - - - - - - - - - - - - - - - - - - - - - - ap ! ® 0 O_ w 43.00'®w 47.00' 0 .,�°� 1 0 w o SCALE: 1" = 20' 0 O 0 (6 p I ii - tli o o � 00lo co w� �� STA 6+65.87N5' LT, NE 3RD ST. CD w w w LY d wT- - ry;-L�.i cr STA2+50.62-5\, RT, HOQUTAM AVE' NE I w ---- ----- I � N "r 1 3: �' d. L o 13 STA 0+00, SEWER T.B.R. o t �- -1 f n 4 �, -- ---�-�`� o --____--7 -- �n--�! INSTALL: N I + STA 7+73.87, `\ NE THIRD STREET r 0 /ro fn n U) o� I I + I ii l 0 TA 1 +113 SEWER I + I I + I I I SEWER . MH NQ: 3 n I I I I ,1 -� STA 3+86-5 LT, NE 3RD STREET IS 11 ,lb I I I � I i (SEE C.O.R. ,DE A:A!I NO BR-28), ; � � I { FFE: I - 1® STA 2+79.87 SEWER RIM -a I FFE: , I I 434.0 """--1 1 INSTALL: SEWER MH NO 7 3 I I `J I i 3 i I = 8" �Qv A T A I 431 �� I I I .I k 1 o ,.E. a .7 C, E, N, S, W) �, N - C SEWER MH NO. 5 (54 FLAT TOP) I FF,E: I o f FFE: I o f FFE: { 0 1 �n o f I, 0 l I 0 1 ''f11.'�j SEE C.O.R. DETAIL N0, BR-28 SEE C.O.R. DETAIL ' 0. BR 1 423.5 1 �'1 1 Oil 1 �' 00 R A I N A G i s { I I 11 ( ) ( } 423.5 , 423.5 ®� ; I 1 RIM=4-32. { 00 I Co I I o I I I { I „♦ I I I 1 I I z- {,E.=+ m25 (8„• PVC, E, W) I.E.-v (8 -PVC, E) CA 4L1.0 0 -- _ 0 STA: 6+65.87N5' LT, NE :3RD ST. 1 . : STA: 2+20.62N5' RT, H061,11kA NF 1 STA: 0+00, SEWER 1 ...... .... .. .... .... .- 1�9 ..445----................ ................ 1NSTaL�: 1 445.. SEVER MH NO E 0 R 2 ) uj ui RIMF 2 89 (SE � 0 R DETAIL N 8 2. w #� 4 ►, __ I.E.=441.76 (8 PVC, E, N, S, W) ......... '� ...� ........ .._.... .. ... ... ..... .. .. ... .. ................................................ .. .... ................ ..... ....... 1- ................ ................. ...440... r� � 1 440.. 1 :CENTERLINE PROPOSED GRADE 1 W NE THIRD STREET 1 Z ..... -4 35.. ....... ........ ................ ...... ..................... .... ....... ... .. _.. . �... 'I y` .. .............. .................. ................. ... ................................................ ................ ...-•.- .......................... ...4W.-. _ _. _ _ __ 1_ _ 430 ��YVJ PROFILE EXISTING; GRADE + STA: 7+73.87, N� T�IRD :STREET .�.. ................ ....... �._.... .............:STA..1+.13, .SEWED . 425..... ................ �. 1 INSTALL: ,.,,. t. 1 � 425. 1 SEWER MH NO. 7 2.00%� (54" FLAT .TOP) - (SEE C.O.R. DETAIL N0. #3R-37) - _ - T FT: A .�r� - - 0�4`1 1 ........, .. z_ r---..---............ .......... .. ...... ..... ......... . ......... ....... ...... `0. a .................. .. I M =a 42{% - R .M1i ..� A A I E 2 (8" PVC, E) S WE 1 STA 3+86N5' LT, NE 3RD; STREET % '' PAC NE E 1 STA 2+79.87, $EWER - ----- _ 27g37 L.F. 8: 1 INSTALL: Q , � 1 SEWER MH N0. 5 ....... SEE: C,�1.R..D.ETA[L..NO.....BR-28 .......... .......... ................ a •---......., ................ ....... a 1. ( ) 415 W i _ 4 : 113 :LF-NEW 8" _ , ... . .... .. I 1 R! M �'� p PVC SEWER MAIN 5= 0.005 FT/FT 1 I.E.-421.39 (8" PVC, E, V) ! f 1 +Z.! } ! I 1 DATUM ELEV m................ 4't 0..... ........... ................ 410.. j 410, 00 � 00 I- o (oO r7 t)Cv c> N NN NN Nr.! N Nd N °N°'� Noi QCD en MN d N "t -4r N d- N N r7 -t r7 -r- ............................................................................................................................................... 1- __�.............w.......................1 6+50 6+00 5+50 5+00 4+50 4+00 Z _ RECOMMENDED FOR APPROVAL *323 C I'�� O FF' RE T�TTI O N i�� STEVE,y ,>� HORIZ. 1 20' DEPARTMENT OF PUBLIC WORKS P� WAs . w �J o� e, N r'! .».. DATE: S J. �q SCALE• - _. _. �' �Q�� of WAsyG� VERT. 1 = 5' NE 3RD ST j,��r ,� �j ,� ]��n PROFILE 1 `� DATE: ti c� ENGINEER: SEWER l'lR L LEil y t'i D GRAPHIC SCALE 3 o JAEGER ENGINEERING JERICHO PLIAT 20 0 10 20 40 80 rye �";' <� 1 PER CITY REVIEW 10-7-04 9419 SOUTH 2O4TH PLACE DESIGNED: JJJ DATE, 0734 4i� � DATE: 7/04 FILE NAME: F rsrE�°" KENT, WA 98031 & ��J 9-/?'ZW? -- SSi 0� 2 PER CITY REVIEW 3-4-05 ( ) DRAWN: DBA �- avAL E � PHONE NO 253 850-0934 SCALE: 1 -2O FIELD BOOK: PAGE: ( IN FEET) w CHECKEC: JJ� BY: DATE: 3 PER CITY REVIEW 5-7-05 FAX NO. (253) 850-0155 -- -- ®�� ' 1 s�1�® 1 inch = 20 ft. EXPIRES: 3 1 2006 N0. REVISION BY APPR. DATE APPROVED: SHEET: 14 OF: 2 Z - DIRECTOR OF PUBLIC WORKS SCANNED UUT 2 a 20OG 0-5-3231M