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HomeMy WebLinkAboutS-337605n 4 VERT: 1 = 5 s' -a" PLAN VIEW 16" 2' -7" 1 5• -0" ANCHOR BOLT PA T7ERAI PER NDCBU PEDESTAL Z 7EMPLA7E wW EXPA x FULL DEPTH NEIGHBORHOOD DELIVERY & 6, 1 EXPANS /ON JO/NT COLLECTION BOX UNIT (N.D.C.B.U.) INSTALLATION NOT TO SCALE P SIDE VIEW 0 Z FROIV 7 . , 'Q�k �F WA y� y r�� RECOMMENDED FOR APPROVAL Q0 A PORTION of the N.W. & N.E. 1/4, SECTION 15, TOWNSHIP 23 N., RANGE 5 E., W.M. PER CITY REVIEW BY: DATE: 2. MOVED POND 1_01 _ BY: DATE: - NO. REVISION L Z t- w w - --.. 7+5.0.0_ i6 R_ �0 --- : - - - d = `-' V 1 tO +�Z.32 2 9 01-31.5 -19:98' RIM 997: N f - MJ x NJ m m � NJ I G J • +v1 - �� �w a W m e.. PVC IE: 389.2 n [ U N 50 VERT CURVE + m +W iE: 396:06 +J M 190 CURVE +o + �w R J � �� -; CB x!20 (TYPE 1) Rill- 399 i5fi 410 J. a PVI. 405. .. - ... ... 0' ®1 +50 w 4.34 PROPOSED GRADE 0!.. o - .. -,. - - - .- ._........-- . ; - - - .... F, ...: - + -_ : EVERT. _ - _- �._...• A -.. .. : -moo w a- IE: 396.56 I I. n rn M �j ' = - K =18.18 SSD =150. 8 +00 /GENTERLINE l ! : * .... .,... : .... 9U . YERT. -CURVE . _ -. - . PV1:. 3.98.OQ' . ® -350 - - .. ... -.- ..... i ... - , -� -. -. - K =24 97 - -.. SSD=7S0' . - LOW PT: 399 - 81 - - +48 63 - - -- - - .. ... -... -- .. ... . ...... ... _- - - -- -.. - -. STA 7 +22.5, ( FELD AVE) SAN SEWER MH /3 (STD MH -48 ") LMH IE: 396.47 PROFILE FIELD AVE NE RIM: 397.6 MH #1 (STD MH -48 ") RIM.: 401.06 1:009 IE: 389.28 (8" PVC, SW) OUT IE: 391.19 (8" PVC, SE) OUT IE: 390.91 (8" PVC, S) OUT SCALE: HORIZ: 1" = 20' IE: 389.38 (8` PVC, N) IN A =7.61 - . - ... ? n IE: 391.01 (8" PVC, NW) IN VERT: 1" = 5 ® CL17LER MODEL CB -15 - OR EQUAL w 405 _ - ARE NOTE: SOWN i 1-- f -Ir�l i 11 K= 24.97 �� - - \ 6 - -3.75% EXISTING GRADE Q PROPOSED. CLNTER .... INE LOW PT: 399.81 03 +48.63 4 J �:� .. - 1.0096 - p DL WATER - MIN. COVER `--- . -;. IJ .. % _ Z, Imo, 400 l - -- - -- ELMA P ELMAC: �- w _- -- _I -- STA 1 CONNECT TO _ 220' -12 CPEP ® 1.22R - 0 72 • -CPEP 9 W EXIST. 8" WATER I 97' -tY" CPEP . - P ®.. 395 1+29.7, 20. 1' R 2nd _ ; 170'-, .8 .PVC- ®..50% C6 #5 TYP RIM: 404.8 2 -48 - .. -.- ..... . - . - 390 STA 2+70 SEWER MAIN 'a SAN. n PL) _q ... MH ¢6 (STD MH -48) .: . .... :..... .�.- ..:. -.... ..- ...�. -.- -- .....:. - - .. - - .....'. - ._.. ..... 3i- 46.63-x -16'L. -- CB #8 TYPE 1 - - - - -- 4+46:5.16' R -. - -:. -. GB TYPE ? 48 - f3 STA 1+ 70 SLWE RMAIP! -, - - -- STA 4+-- --- 5` RT. (2nd PL) - -..... .. - -- - - - ..6 C "43:6:76, R.. #2 (TYPE 3 =48`) -- oo . n. RIM; IE: 394. (8" PVC, E) OUT " - RIM:. 394 49 .. . : ... . .. . ... IE; 395,91_ RIM:. 401.41:- .. IE. SAN SEWER MH (STD MH- SEWER' . . �) .R I : 401.54 - - 395.61.... _'...... - (� o _ - - .394.00 RIM: 401.76: 385 " 3 +48.63, 16' R IE: 39271 (8" PVC, W & N) I STA 1 +22, S STA 6 +24, 5' R MAIN RT. (2nd PL) W a 1 +00 - I 2+00 3+00 CB IV4 TYPE 1 RIM: 399.49 4+00 IE: 395.76 5 +00 SAN SEWER M ' #4 (STD MH -48 ") 6 +00 RIM: 401.95 PVC, SE) OUT 7 +00 g (� o ® IE: 391.66 (8" 391.76 (8" PVC, W & N) IN 0 ® s ! PROFILE - NE 2nd PLACE IE: w SCALE: HORIZ: 1" = 20` . 11I������jjjEEl .� •aw EXISTING PROFILE ® �w 0 Z CENTER OF EASEMENT + W - VERT: 1 " = 5' W va 40 J -- r - - - - -- - -- �o - -- z z _- _ o Q PROPOSED_ PROFILE ® CENTER OF EASEMENT 7771 - - J h U> 1 a i t i!! 0 39 I Q ~ m �o - dw a - 120' -12 CPEP 0 05096 Q ! �a 1 v , � � a ro _ 39 J'... PROPOSED GRADE Cr p - ?.. C3 1 - CENTERLINE- - + - ----- g CB X122 (TYPE :2 -48- RIM: 399.75 - . - _ - W1 -S D, LOCKING -LID - . .. - - c3 d Q 7 ; IE. 393.29 RIM; 98.0.- - - - - - -- IE 392 69 • 38 - -- - - -- .. { "PROPOSED CENTERLINE- - - 40 +00 41 +00 ... ..- . .. -. .- a _. N II MIN. - COVER - r - 2 PEP C - - - LOT 36 EASEMENT 4 8PROFILE ®50% I 5ti SCALE: HORIZ: 1" = 20' - - f - .. I� n 4 VERT: 1 = 5 s' -a" PLAN VIEW 16" 2' -7" 1 5• -0" ANCHOR BOLT PA T7ERAI PER NDCBU PEDESTAL Z 7EMPLA7E wW EXPA x FULL DEPTH NEIGHBORHOOD DELIVERY & 6, 1 EXPANS /ON JO/NT COLLECTION BOX UNIT (N.D.C.B.U.) INSTALLATION NOT TO SCALE P SIDE VIEW 0 Z FROIV 7 . , ROLE 208 Ong 0 20 0 10 20 40 60 ( 20 1 inch = 20' ft. LUA 06 -053 ENGINEER: JAEGER ENGINEERING 1 -12 -07 9419 South 204th Place s -1 -07 Kent, WA. 98031 Phone No. (253) 850 -0934 BY APPR. DATE Fax No. (253) 850 -0155 ii 3.337boS CITY OF RENT(JN DEPARTMENT OF PUBLIC WORK: PROFILES MAGNUSSEN PLAT DESIGNED: JJJ DATE: 11/2/06 FILE NAI IE: DRAWN: JJJ CHECKED: JJf SCALE: 1 " =20' REED 900:: APPROVED: SHEET: 10 O GP _ W 3iltoD� S-3ilev5 �i��7 �.3 ;7b I1 'Q�k �F WA y� y r�� RECOMMENDED FOR APPROVAL ... BY: DATE: sZ B DATE: -o 20734 �SSONA�NG�t' C; Yb EXPIRES: 3/1/2008 - PER CITY REVIEW BY: DATE: 2. MOVED POND 1_01 _ BY: DATE: - NO. REVISION ._. . - --.. 7+5.0.0_ i6 R_ - --- : - - - -•- tO +�Z.32 2 9 01-31.5 -19:98' RIM 997: 1101E 5 - ------ -' -CB: 18 TYPE 1 i!` ( i21M: 400.46 -.... - -. .... - - -: 8+40.0 1.6 L - :CB-#,4 R1M:339 520 (TYPE-11 9. . e.. PVC IE: 389.2 369. ^2 IE_ iE: 396:06 -; CB x!20 (TYPE 1) Rill- 399 i5fi IE` 9482: E: 3 4.34 H RE C A N S RE EL A IE: 396.56 n rn M 7 0O 8 +00 8 +40.0, 16' R 9+00 10 +00 STA 0+12-'SEWER MAIN 11 +00 STA 0+38 SEWER MAIN TC STA 3+07 (SEWER MAIN CB $19 (TYPE 1) RIM: 399.56 STA 10+74, 11' RT (FIELD AVE) STA 7 +22.5, ( FELD AVE) SAN SEWER MH /3 (STD MH -48 ") LMH IE: 396.47 PROFILE FIELD AVE NE RIM: 397.6 MH #1 (STD MH -48 ") RIM.: 401.06 SAN SEWER MH X12 (STD -48)`) RIM: 400.65 IE: 389.28 (8" PVC, SW) OUT IE: 391.19 (8" PVC, SE) OUT IE: 390.91 (8" PVC, S) OUT SCALE: HORIZ: 1" = 20' IE: 389.38 (8` PVC, N) IN IE: 391.29 (8" PVC, W) IN N.D. C.B. U. IE: 391.01 (8" PVC, NW) IN VERT: 1" = 5 CL17LER MODEL CB -15 OR EQUAL ARE NOTE: SOWN 1-- f -Ir�l 11 AS OFFSET DISSTANCCESTOSFLOW LINE. ROLE 208 Ong 0 20 0 10 20 40 60 ( 20 1 inch = 20' ft. LUA 06 -053 ENGINEER: JAEGER ENGINEERING 1 -12 -07 9419 South 204th Place s -1 -07 Kent, WA. 98031 Phone No. (253) 850 -0934 BY APPR. DATE Fax No. (253) 850 -0155 ii 3.337boS CITY OF RENT(JN DEPARTMENT OF PUBLIC WORK: PROFILES MAGNUSSEN PLAT DESIGNED: JJJ DATE: 11/2/06 FILE NAI IE: DRAWN: JJJ CHECKED: JJf SCALE: 1 " =20' REED 900:: APPROVED: SHEET: 10 O GP _ W 3iltoD� S-3ilev5 �i��7 �.3 ;7b I1 'Q�k �F WA y� y r�� RECOMMENDED FOR APPROVAL BY: DATE: sZ B DATE: -o 20734 �SSONA�NG�t' C; Yb EXPIRES: 3/1/2008 1. PER CITY REVIEW BY: DATE: 2. MOVED POND 1_01 BY: DATE: - NO. REVISION ROLE 208 Ong 0 20 0 10 20 40 60 ( 20 1 inch = 20' ft. LUA 06 -053 ENGINEER: JAEGER ENGINEERING 1 -12 -07 9419 South 204th Place s -1 -07 Kent, WA. 98031 Phone No. (253) 850 -0934 BY APPR. DATE Fax No. (253) 850 -0155 ii 3.337boS CITY OF RENT(JN DEPARTMENT OF PUBLIC WORK: PROFILES MAGNUSSEN PLAT DESIGNED: JJJ DATE: 11/2/06 FILE NAI IE: DRAWN: JJJ CHECKED: JJf SCALE: 1 " =20' REED 900:: APPROVED: SHEET: 10 O GP _ W 3iltoD� S-3ilev5 �i��7 �.3 ;7b I1