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HomeMy WebLinkAboutS-311901z o y) 0 (_0 F T 0 n- :75 Ld n,, I'l n o L1J 0 0 Hz U J SE 1 /4, NE 1 /4, SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. OD LOT 3 LOT 2 LOT I LLJj W( z ZI -J, 00 CD 0 0 0 N 00 Ljj N I U) Cf) co 6" SIDE SEWER U) -1 01 STA -04=5#, 0 x 0 N 5' 0- (�ff) Li 0 0 10 2 PROPOSED LOT LINE Of CL CL MAN HOLE B-48" STA. 3+lt14 i \ I RIM: 333•-11 6" SIDE SEWER IE: --J�� (8",ouT,E) 3 112.90 Il o STA 2 \1 E:, (8",IN,W) 3 _q.qC) t 4(01 i y nT A MAN HOLE A-48" STA. I +44- RIM: ��a 3(cc.&-7 IE: - 3-19 (8",OUT,SE) Ql('?.97 IE: (8",IN,W) I 0 PLAT OF STONEGA,TE L 0 T F�') EXISTING 20' EASEMENT TO BE ASSIGNED TO CITY FOR PURPOSFS OF CITY UTILITIES. 45'R 6" SIDE SEWER EXIST. SSMH A--5 8" CLEAN OUT 6" SIDE SEWER STA 0+00 S ID- STA kiM: 530-0- EECTF-I.D STA. 4T7F52'0i-A0 0 5�'), STPN 1-t-7-7 (CO !" IE: 3-18.46 (8" IN, N\V) ',,X TC) . . ..... -x RIM: 4- EXIST. 20' IE: 324=2�0- (8",OUT,E)�, I — — — — — — EASEMENT IE: 318.36 (8" OUT, SQ 11 F- 5.0' ASPHALT IE: 318.50 (83" IN S\tv) NFW —y — DRIVE Co o [XIS -1, M11 &I / RE DRILL IN I* 15' 30 CHANNEL BO-110M @ RM EASEMENT 20' PUBLIC ?4 LF Et' PVC 314- SEWER ESMT. ---------- JP Vz", -@ 150' :5; LF 8 150'- 248' L SAWCUI ANI) PIVIVk -\'---ASPI-IAIA ',dI)IA%1AII\' ('f 0 8- PER CITY I*A N 1) Al W. X X - -- C' R - L 2�DE RP0C - - ............ ................... 330, .. .. .......... ........... .......... .......... L .......... ................... ........ .......... ...... .. . .. R C `\ x EXIST. SSMH :A-5 N,. .1. 01J., . ......... ... ... .... .. .. .. ....... .. ... ... STA O +'00 ....... .......... ........ ....... 326 ................... . . ........ ........... J'Al. . . .... 'fA, RIM: :33 #E)- 330.1 IE: 318.46 (8:" IN :, IN W,) EX U 11x21) 0"'OUr.0 MAN HOLE B-4 8" -- I:I /'�),.' !' IE: 318.36'(8' OUT SE) EX 324 295 STA.1 -4-38- .3i-i4--STA. (4+48) 'IE-*"31'8 0­(� 'IN' SW .)'NEW MH & CORE DRILL INTO EXIST. 322,eDIE: 12-0;:94 (8",OUT,�-) IF: �.l �9,1:9 (8:1', 0 U I-, S E) RECHANNEL BOTTOM I.E. :-3- -9--2-9 (8.", 1 N, W) /, ...................... ..... ..... . .1322 ........... ...... ............. ........... ............ r. 61- ... ...... ... PVC: ........ .... .. ................. ................ - ...................... A U) --0 -.t70% -:LF :0 PVC (9 q .......... 320 320 ....... ..... .. 8„ PVC F' Illy ) -A)f -"I I -=-Lo —3 �LF e. 6 1( J. --.Yf1,EGAK ........ - ...... - S18 ... ....... . 3.18 1+00- 0 1 5+00 4+00 3+00 NOTE: 2+00 r 01-00 C-111 11 1' -Y, I'' I 1,: I I'l'i 0 1 -'I IAI I "'JI'l p 11P �J!j J. j Df, � 'Al. III (d 5; RECOMMENDED FOR APPROVAL SEE CITY CF RCN TO N DETAIL B071 WA P� OF FOR �--..EWER MANHOLE. ALL ENGINEER. HOLMES I'AL BY o' -XIT—N(`I(kJ SEWER MAIN 1— SHALL HAVE LOCKING S"'ALE EF" MANI �J S JA 013ER—EMOLN—F—ERING BY 20 80 20734 9419 South 204th. Place I Or; AL Kent, WA. DR7 Y44:1- JJJ 'hone No.: (253) 850-0934 BY I - It-- 7 s CHE-KE�. such 20 y FA P. EXPiRM 3 �1-04 Pax No.: (M) 860�61 55 SCAL, NO. REVISION DATE (4'! it I. SCAtIN NC 0 ®R