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HomeMy WebLinkAboutS-318724YI � N Y" 5w 1/49 tilt 1/4, SE 1/4, SECTION 10, TWP. 23N., ,RGE 5E., WoM. . ... ... .. ... ... ...... .... _... .... ........... ......._.._........... ._ .. ....... ......................__............ ........ .._.........._...................... ........._.._...._............... ........ ..................._..._........ ..._..._ ...___...................._..., _ .........................__..................._._.._......................_........ . ..... ... ................. _....... w................. .._..._..,_... ....... ....... ........ ._........._...__ ...... .... _._...i : 3 i i 7 I ` : : C� ............ .. ct i { Z z _w4 N ..........._....... ........_......_._..._ c _._. ..__.................... :....... ... ._ ..... ..._ .....__...._ ................�._ _._.._ _.......»......_..».. .___.......__..._.__...... ».._. _ ........_........ _ _..._.... _...._. �._ ...............__ »_ . q. cj� /0 Y' k co na g� ►. n NZ i _ I �► m 3 7 kl LLJ I .........»»......_........_......._ ..................._..._....... .................5... _ _ ..._...........�...._. J j _....... ............ ...........-.-..........._..... .................... .._................._.......... -. .... ..............__.._.. ....... »............» . .. ..._.._._. . _. ._ ....... .. -. ..» ...... .. j. .................. CL' Lj j `� s Q V) �-- w EXISTING GROUND W i of AT TYP C) ` w _. __..._..._...__._.._.._._ - -- - _- - ------ �.__.__....._....__.. �__. »_....._.... : PW STA - 1 +51.50 P M ELEV = 460.56 SSD= 150.0' S 2 r PN2.0� w O _ ............ 90 ........._........ ........ ......._ ... ........ ............._......4 _......... :_.. _... _._.... __�...._..._._........ r`� ` _ ...... ............ _............ . ._........---..... ....._..........».........,. p...- ......_......_....._..._ ....- .... . _ _ ...... . ... .- ,SILL ,.,. »......»_........ ...................._ .. _ ....... ............. . i c I to u') u')a V Q O V + i tiF oc) CT 3 qqt et PROPOSED FINISH GRADE `' �•. Q Q F— fW-- SSW 9 N AT FL0WJNE TYP d ............_ ............ ............................... RIM 49.p. i 40&99 ...... ........ ... i.... ........ ... ........ ..... _......._...._......._._.... .._........_.........._ ............................... °... -'a �w ................... -..... � C11� �fA�M1�.=4d .1i? t/1 �CLC ..............» ............................... ....... _ N _......................... ............. ..... .. ... __.... ._ _..._.__.._ ............... _. _... 450 i N c� ................. ..... ............................... _................ ' ;t i :..................__.................................................................................... .........:........._........... _....... ..... �) ¢... _ .................. ......._..._........._......... _..............._.......... ..._................. ............................... ............... ............................... ' _ .............................. a _........ ........ - .............. ....... ............ .................... ..... ... a a ` PROFILE SCALE a 1 = H10R /ZONT 4 70 .e ....................... u L) W = »4 r1R nCA . ..... ........................................................... ............................... z w z :470 � 3 4 vi Vi ' Q SS-B w w w O w W 148 TH AVENUE SE R -4 4dZ51 � OUTSIDE DROP CONNECnON 21+00 22 +W 23 +00 SEE PLAN ,SHEET 17 ROLL 7a 0' VC .. _................. E i; i I, PVI STA 444Z22 PVI REV = 4.57.10' SSO = 150.0' 75 o' YC QlY1Lt i.JT �/V t...yuv S����'aM{/f17T SSWH 16 WW77VV ' ` IL 114' -10' PVC 5 a som ao m ea : F OUMDE DROP RIM 4693 f 440 �� rE- (IN) �0 fE ter. (W) 44 M �..._ _____ . �.._ �__ � __ �..___ ___._._� ..��.� R1iV �� _ � _. . .__.. _ ..:...___.._... _........._ .» ...._.......... 44J 11 10' lE :&� (IN) 10 CIE 44,P:�6i� (DUT) 442Q3 441.5 1Q" lE 4�# -3}F (IN) ,RlAl 41*66- 4.%63 44.101 10' lE (OUT) ( 441.75 1 !7' /E #�# -,19�i (OUT) 10- IE 4*P 4r- QW) 441.47 10'0 IIE - 44hiff"(W T) 441.37 o i i i PROME SCALE i :...._.. HOWNWOWN - --------- ---- ; _ ......... ... ..... ' 4# b 7PnCAL , 146 TH A VENUE SE EXISTING GROUND PROPOSED FINISH GRADE EL. AT TYP EL. AT F 0 �Q Y V O app OUjc a cr Ic I to u') u')a V Q O V �� y tiF 'W) CT 3 qqt et b Q Q fW-- N d t/1 �CLC W W m 0 W 1 z° ,5c Q O O � Q: H N W Z 0 p h U U) ~ 0 rY Ob (L'F- a v h0 LAJ �o a aw N 0 z OUTSIDE DROP CONNECnON 21+00 22 +W 23 +00 SEE PLAN ,SHEET 17 ROLL 7a 0' VC .. _................. E i; i I, PVI STA 444Z22 PVI REV = 4.57.10' SSO = 150.0' 75 o' YC QlY1Lt i.JT �/V t...yuv S����'aM{/f17T SSWH 16 WW77VV ' ` IL 114' -10' PVC 5 a som ao m ea : F OUMDE DROP RIM 4693 f 440 �� rE- (IN) �0 fE ter. (W) 44 M �..._ _____ . �.._ �__ � __ �..___ ___._._� ..��.� R1iV �� _ � _. . .__.. _ ..:...___.._... _........._ .» ...._.......... 44J 11 10' lE :&� (IN) 10 CIE 44,P:�6i� (DUT) 442Q3 441.5 1Q" lE 4�# -3}F (IN) ,RlAl 41*66- 4.%63 44.101 10' lE (OUT) ( 441.75 1 !7' /E #�# -,19�i (OUT) 10- IE 4*P 4r- QW) 441.47 10'0 IIE - 44hiff"(W T) 441.37 o i i i PROME SCALE i :...._.. HOWNWOWN - --------- ---- ; _ ......... ... ..... ' 4# b 7PnCAL , 146 TH A VENUE SE EXISTING GROUND PROPOSED FINISH GRADE EL. AT TYP EL. AT F 0 �Q Y V r-rUv �tuv J +vU �F 1, Ft 2 i oil' J SEE PL A N SHEE T 17 AS— CONSTRUCTED PLANS (SEE SHEET l FOR STA7EM£NT) .^ *nns 'nm.n . A V 0 SATES 'e72J/ 1 uu r` W*i C W Z Q 1 RLAD ASSOCIATES 12112 115th Ave. NE KkWand, WA 99034 -9923 425.821.8448 425.821.3481 fax OW- 488.0756 ba from www.piadasl�c.cam �o V� y O app OUjc I to u') u')a V 'ate O V �� y tiF 'W) r-rUv �tuv J +vU �F 1, Ft 2 i oil' J SEE PL A N SHEE T 17 AS— CONSTRUCTED PLANS (SEE SHEET l FOR STA7EM£NT) .^ *nns 'nm.n . A V 0 SATES 'e72J/ 1 uu r` W*i C W Z Q 1 RLAD ASSOCIATES 12112 115th Ave. NE KkWand, WA 99034 -9923 425.821.8448 425.821.3481 fax OW- 488.0756 ba from www.piadasl�c.cam �o V� y O OUjc V O V y 0 'W • ul C r oa� tQ FIRST SUBMITTAL DATE: 4114104 ScAL8. �_- 1 -40' ATM 1 =4 S �GGo WA h Q 37359 W 18 TE4 G~� f ONAL EXPIRES 11/15/05 sruW ror v,►D � UN= sicxm eHO new � "ss JOB NO. O 1 -159 z '"°`"" 23«33 11 � � x � r o � o r r C� *Eli