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HomeMy WebLinkAboutS-279704NW1/4 & NE 1/4 OF SE 1/4 SEC. 32 TWP.24 N.,RGE. 5 E. W.M. ........ ......... ......... ......... ......... ......... ..... ......... ......... ......... ......... : P, V,� A- ... 59*+'. 7-9,8-8 ..... ......... ..... : ......... ......... ..... Lj 0) > + cj PVI :ELEV = 258,34 LU I < 00 II 60.00, vc: 0 -j U-) 1. > ......... ......... ......... . . . . . . 4z 5:-w ....... ..... . . . . . . . . . . . . . . .... ......... . . . . . . . . . .... ......... ........ 00 + i wZcL L-1 DESIGN PVI STA 58+94.46 0Dzo 00 - D 0, La - �RADE PVI EEEV = 25j-01 PVI STA 160+75.79 0 :�� 0, Li W (D 0 + > cl L.P. :ELEV 278.46 PVH ELEV = 220.15 -- <3 141� Of I ?,� �- 75.00' VC 00 (D < .. ........ .... ... STA' --' - -D,* ....... 15!�52:870 ... : - ........ ................. .... .... ........ .... ....... ......... -232 ... ......... ....... ......... + of 0 > PVI S;TA = 15+30.37 r L.P. EEEV = 246.14 -�� 9 PVI ELEV = 2t&46 L.P. STA = 57+T.4.46 0,• 0- bi %� I : w � V) uj w cl 'n .]1 0 �� 'o., z •75.00' VC: N PVI STX = 58+1§.46 • + ....... ........ . PROPO-SED ...... ......... .. > LEV-- ............... + :GRADE ^..P 1f -E' a 0 0) :75-00' VC: + > II t Lo 6 r- o co co c� z too -d- c� cn 2900 > ro + Lu w ,o + co (6 6 J: ............... . , .... 0 ....... ....... ....... . 2-24 ... .... ....... ... ..... ....... .......... ......... + cq < ................... :*—, 11—:1, —24 ... ......... -2 516- > > ui GRADE 00 cwn -1 > cv > uj CL -j Lp Lo 10 > F, < ui L Ld EXISTING 10 + t� �t ',6 CN. co 11 0 w in w Ed a) > � z :L LD�f-�,6 -co: bj ...... .... ...... . .............. ......... ...... ......... ......... ........ ......... .. ...... ...... + .. ............. �,%(AfJE 219.88 + cl + a. w 0.00% 20 0 (0)1_4 pv -t < Ld : : PROPOSED 3A ................ ......... ......... ......... .. ........ . .......... ........ ....... :-21-6— . ...... . .......... ...... ............ ......... ......... ... SSMH-L . ... .. 216 ... ......... 248- -Gf;�AOE: ... . ... .................. RIM INV. 21&AOUT -2.00�.: 12�SD SSMIH 7A SSMH 4 23 256- ..... —: ......... 248.... : IL: 41 4 f-v- r—,NmflV)f4l5,) RIM 25&15 9,55.-)5 (40) SEE 110th AVE I luv. 410. 2,1-- &, pve, ss r1f4)rAjs) ......... ........ ........ . INV. GUI - c1lb - S" PVC W (14 ....... w- -2,40.1n , ,).Z47 I .... ssMw- a - ......... ......... ......... ......... Ma; ln�r� rol Pve-,,5rr?fj)rAsy • Rim =A65a-tAs) IL PVC,SCI&J)rAS� INV. 214.PqIN)44-&P0I,Wf,9,M) W. M litft 21 41WI�j8"heEfIlL1*15) mj\./ c%5 . . . . . . . . . . . . . . . . . : . . . EXnTItt3 - �7 . . . . . . . . . . . . . . . PROPOSED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........:208 ... ......... 240.... ........ ........ ................. ......... ......... ..... Q ....... ......... ......... ......... :240.... w%1-349-P-WDI GM,,2k) GRADE:ELEV. GRADE EL V. TYP.) (TYP.) EXISTING ROPOSED- GRADE ELEV- �31RADE ELEV. YP c� ..... ... ... ........ ......... ......... ......... ......... ................. ...... ......... ...... ......... ......... ......... ......... ...... . ....... c,4 r cl 11 :04 (T-0 04 N cN 04 o 0 o&6 ......... ...... Is: ......... ...... :17 ..... ......... ...... 18: ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... • N.E. 35th STREET ......... ......... ......... SSMH SCALE: 1` 40' CHORIZ.) AVE NE 58 59 6b jn-- V (XIERT.) M N.E. 33rd: PLACE SCALE- 1 40' (HORIZ.) 1'=: 4! (VERT.) ....................................... ......... ......... ........ .... ....................................... PVI STA = Q3+14.88: . .. v) PVI ELEV = 220.79 = < 100.0b, VC 3 -11, Lj uj L.P. ELEV 234.07 co o) ...... TA: ................... ....... ......... .......... n .... ......... ......... ......... ......... ......... : �a CL oo o) p N EXISTING GRADE + uj > PVI STA'= 10+44.50 a0 N + AT C:ROAD Wj po = 233.6-2 -?ROPOSE� GRADE cj� fc) PVI ELEV < IMPROVEMENTS' AT Q ROAD > < 60.00' VC u) + I ...... : ... "I . M 0 .... AZj Simi, -27,0704 ......... ... I ...... ...... ................. .......... ... 2-2+ ......... ......... ......... ......... ....... Q ... ....... o� ..................................................................... > 1.00% 0 0 td o6 L Go) �l ck� .1 4 + + + o 6 o ............... ..... .. ...... ......... ......... ...... + R� A ..24-0... ......... ......... ......... ......... ......... .......... (D� -�t (n — w + e4- ......... n ............. ... ......... ......... ......... ......... ......... ......... ......... 2-40 t� (A o o I z 1 rsA > D- -w �d IE 21&26 EXISTING b- ......... ......... ......... ......... .................. ......... ... 2165, ......... ......... ......... ................ .. :", ......... ....... ......... : ... ...... :GRADE'*'* ...... .......................................... _-,a -2-oo5., 2-.,0 PROPOS 2emFZa GRADE ......... .. ......... ................. ....... ......... 2-132 .... ......... ......... .:.232 ............. ....... EXIST MH IM NOT FINAL) Zz?-,0a fA9) ssmi i SSMH 6A - V. IN) RIM 239.900699) RIM 217.WOW) EXISTING' C I V. 212.61 ........... 20� - jBi&F . . .0111V-06�41. -J:(6W) IINY., A N), *GRADE* ELEV.* ......... . .. ....... ......... 208. ...... tAF)IAIV (e) -110h �21&44 Otj� (TYP.) GRADE ELEV. PROPOSED (T P.) 6 ELEV. SEE SSMH I- SSMH 3 .110th AVE NE ISSMN 2 (TYP.) GRADE: EE 14 ... ......... ........ ob-4 ........ r, -It ..... ...... v)­t ........ ..... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ....... ................... . c1l ui (.4 cs ci. oo oo4< o,6 o c, :Zc� N cq: cj "1 04". cl-(N 04 cli 6 c� (N IN [CALL 48 HOURS 94 ........................ ................................... ................. ......... .. ..... 9,2 ..... ......... lb ......... I - - - - - - ....................................... ........ E 73-efrumt YOU DIG N.E. 36th STREET N.E. 34th PLACE- GRADE ELEV. 1-800-424-5555 SCALE- 1-= 44W (HORIZ) (TYP.) HOURS NIM DIG 55 1-- 4- (VERT.) SCALE: 1"= 40- (V (HORIZ.) ONONE ERT.) AS-BUILTS -*1A DATE JOB NuMnER. DESIGNED REIN Z. As-su[L�rs(A8) 2/4-100 41S-r tP"GROUP l' ®1J -lie . 16030 JIVALATITA-WOODIATVILL9 WAY NE COAL CREEK JAN. 1999 STAFFORD CREST DIVISION 2 9ou 00 DRAWN MCH SCALE SAWTARY SEWER PROFILES L71 BOn=L WASKINGTON 98011 UTILITY DISTRICT CHECKED RBN W0775-4581 • (206)362-4244 • FAXP00363-3819 JOB NO. 1*=40' HORIZ. Dm BY AP" suavrma IMRUMMG PUNNING MANAGNUM 97-8008 1"=4! VERT. SHEET SCANNED MAR 3 0 2000 c, Iv "j