Loading...
HomeMy WebLinkAboutS-318720i 8 0 MV W g t� x v 0 Q z z 3c Z 0 L � �C y c W � V � w O CIS y of � r� V p .4 U Y W �J W Gj m z c�a a o vi f/') V) t2 3t ° i) w � �jCrN � q ` 0 to O 0 W W ol d C m CJ r w 0 4 � 0 o ") (n CN owe M� 0z h L.LJ V) aQ U 0 � LLJ bm � t z 0- U o w gW) a �o r Cn Vf� Q§ r N Z SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RCE 5-t., WA, • •- � 1 `: r y rr. ' .,,L{ `, . � J I � I I 1 I ( f I � . , I i kwi GRADE i RIM 4•Tda6 F -`` +' TiDIJRS t 8" l£ m (OIUT) '071.411. 1p� moo PAD i I I` F i �- -- �` a -- �.. , 104 * t ',I 1 477. I I t 105 ► °,.106 • � ; y t ► + t + } I t l + + 2 +14. AM RT EX. 12" GONG. PAD EL + 2 f4 F i i `i PAS Q.. 1 I 1 PAD EZ. r, \ \ \ RIM 4x3 '" � 18 •', I . IE 517.1 - i I ► f, 4{x0 167 I 71.20 III_ +1816 0 : i i + + X94.0 \\ ',�\ 8' IE "1'!�W (IN) 475810 e r =1 1'. 8w IE 47&70 ' ', � � , 1 t t + _ , �.. ► I I -; c I + I \ � �-9� (our) -8 PVC �-• ' I , I ,��� ` i -� - - - __ - - _ ` _ T _ - - - - - -- __ \\ \ 20_20" STEEL CASING PIPE 1' It ° `. E 12 X. " CONC. t I I PAD - - . _ 490 -_� r IE 517.0 476. . ~`- -. _ -.� \ GR -B 0.33 INCH THICK J - I SBE PROFI 1 \ - - - - - \ \ NOIN --COO TED). CONTRACTOR 70 1 P110 �Z. 1 _ E _ 1 PAD E.. 1 477 0 a - ~ I \ t ` \ DETERMINE RE ! + 30 PAD EL I \ QUIRED SIZE AND �r-- r•: 467.5 I I PIPE SUPPORT. PLACE SPACERS i w ON 7HE SEMERLINt AND FILL THE + 6i . Y2 *o!-80 PlWc 8 59 .43 L.Jr'.'�. `� 2 +1 28 L.F. I ` \ ` S,LE£VE N1TH SAND. y' 6 /E 4T ` J 47� B I I L `I 0 2+ 10 L.F. I , RIM -0',�5�.9�4�� �I , +� ` • + 93• 8 1 I -ri w rN0' CHIP i A / UGC TO EAST - 1 PAO .. i �i103 476.0. _ ' 8 /E I i l ' r I o l �. UP W - ;,, P/�L7 EL i 43 I L. F_ 467.0 I r SS 300.43 �, � I I + .67 I �,�,`` r € ! Ste` M � � .„,�j EX. 12 CONC. \ r « I t: �' , y I , I ► 8 IE 40 (OUT) 47AAB ,� `Y" IE 515.9 1 I I ! _ ; *'1 , 1 I I ' !i IE 479 63 (IN) 4 TRACT L $'AD y fi. % ` " ►d (IN 476± 4gQ 0 ! i i i i 17 I 8+ 1.03. 3�84 I .� p1 I - - + («u r,1 i,� t ;PAD EL RIM , 473.8➢ ,; 1 A -� \ �. \ \ 7+ 41B F. l 490.0 8 /E I 102 \ \ Y t , I I \e� (IN) 48A3Q I y y EX. 12 CONC. luu\ \� �\0+ 44 L.' . ;. �5►. I t I I \ 8 lE AINW& (OUT) 480.28 �,� I �'; IE 515.1 � '� N � ;•'° � �,� AD EL � 49.347 . A�7 EL + ! ,{, � � ..� 7.5 `ti ,gyp 0 I 1 l �8 I V. \ , I i r� \ I ` 1r _ ....... .... i t I PAD � { � - .£X.... • I C \� \ -- I IE 514.9 7+ 12.1 I I - EXISTING GROUND �\ \ �'`�7 5��2t'� L. F. y?IM I + j 47 %3J I i 8 /E I O 1 4th 4,2 I r cv _ EX ...12 CD1 trC. - -_ COY TOURS TY➢ `� \ 101*" 7 8" IE I OU y 432 - .......,. _., - k IE 514.5 _ -_- ` (' �. w .- -� -� 7 +54 6 / 147 I t 2" CONC. I IE X 513.8 i x 1 t \ r I I t }1 PAD EL ! 109 ► N t r' . -- _._...�• *ice % \ 1 ! ,I 1 `�- ,.�,•' 1 r , / 479.5 PAD EL 1 QO* I t r .743.1 3 LF. 1 4W5 N55 2" CONC. ,S % PAD EL, i t ! 6 i lE 1471.5 , , �. I I . I I3.2 �6 I I �� �, r v`° 467.5 r' P �' b I 1 I i t 1! I t # UP W/ TRANSFORMER P PAD E1. i PAD EL , I i t ► �A76.5 /N t + a I I I I _i - - _ - - -- -- -- - �� I 459.5 ) 461.0 46.10 r 'TRACT rr r t i 6 / 4 3. 0 16 1 SfE PROFILE i .� ► �6+ ►r 17" rlr.F 1 i it er \ I T 27 I H ' rl 16 11468 04 I I t i ► i '� � t 1+ 35.07, 5.46 R T r �........_ . i r p , 1 i i PAD El. .. +36 60 L.F. ' RIM W y ti, i... t ;' r i r i i y EX. 12 CONC. 480.21 x......._ :...:' a X75. r r ,.1 IE 454.0 t �, / E _ .. •�--- v-- ---•r- ... j... ........ ' .; � r r 480. 0 � \ . '� I ; . - � '. (I F IE 512.0 .... f t� ...... r r t I I: 1 I F +35 28 F 6w /E 452.21 (IN) l I , ,,,� _ , I L• 8 IE 452.04 (OUT) j � ! � 1 I r r � r , r , ► � �'`� 1 IE 456.00 t r r 64+2 1 L.F. r IEI 4&Z90 i I I r 30" EASEMENT FOR i \ r i -=-f , ,� # EX. 12 " CONC. 6 458.00 r 1 i r PAD EL r I i 1 r ' -�-- -- 'i `. INGRESS AND EGRESS lE 511.6 •� r I 467.5 r i r �► r r r r � '.I `mac t i i I 1► 1476.5 a� t , !r � rr ► y' i r PAD EE. '�. ., ,....,...... v., ,....._... r 6 7r j 6+ IE 484.00 F U� i '2 1, r 3 L 6+ 11 - _ �. 30j L. `i 488.0 ..y I 11 MINIMUM TWE r r 8T lEt IN + _ _.l `; _ -:--~ _ SEWER SIVBS AT t I r «187 81 l 4� (OUT +4T , ..• ..� �- E MANHOLES # I i s? * of i i ,I/ / r �- �/ /r_ _ ��,_- J ( tt LAI � � � � V ��� I � •`' PAO '` ; s.. � 1l2 � (�' 1 11,x' I � �. � 114 116 I � t���� ', 117 � '" ; I.•'{ J 89 1� t PAD EL ,I I 1 'l i I I I I I 1 +20 15 L.F. + , , p I t r I 477, 1 PAD EL , I PAD EL PAD ELI AD ]PAD EL 1 PAD ELI PAD EL I I PAD E1. PAO EL 1 1 PAD is PAD EL ' PAD ` ► 6 /E 456.50 E' Et. 461.5 n i I I t 'j ► 481.0 t 485.0 486 5 ' P4�Q5 I 492.5 i 1 496.5 49a5 I I 502.5 504:0 t 508.0 508.5 1 512.5 f. 1 I 1 1 1 I ! t ,1 L -EET E E '?% ♦ v 41 S•3/8 720 ROLL ZO� I:. 1.. IIII� tttl� r r �► X11111/ u i'IL�L'I��i KING COUN 7y • 1� �I 1�� r KEY MAP NOT TV SCALE SCALE: 1 " = 40` 0 20 1W W ffNcmm8X&A ''. Haw AIAO MAW an aF omvmv 05 c cw7m Wnmm NIQ<,oNNI!' arr w IIF]IfTm mwmmis G.IAI.#1a61 (BASE PCWT) ,+1111 '! GCM P80 HIaRNmm m,nft HlavZom mW ie r rERma DA TZt ICE Va4L- MW 0 CITY OF AMM ;SSWWFY Iraa M(X NEnWW r sum MaVINWT A1WWWNT mum AT 1w covor o' Ar 4Td'ti sim= ruar 12MM ST.) AAb 1487H A W SE 'W A' STET Jib' •S7 ft 9M W. FACE CF UOUTr ME .e` AVM GRADE SE cm oF mir EL. =4".7' 7W I" MP Of -00WO COW A/MUMT AT AE cat tom' 511E & ml A 13 NOTE.• THESE L07S IREQURE SENER EJECTOR PUMPS FOR BASEMENT POMOER ,r OW. SPEC ARCA 77CWS SHALL BE PyROWDED DURNG HOW CONS7RUC770N. NOTE: ALL PROPOSM SAANTARY SEVER MANHOLES SHALL BE 4800 UNLESS OTHERWSE INDiICA TED. WX. SEE SEIPARA lE WA TER PLAN SET FOR MIA 7ER PLAN AND PRCnLE ICI FOWA 7W AS- CONSTRUCTED PLANS (SEE SHEET f FOR. STA)EMENT) 02005 TRIAD ASSOCIATES gi TRLAD ASSOCIATES r+� 12112 115th Ave. NE Kirkland, WA 98034 -9923 425. 821 -8448 425.821.3481 fax 800. 488.0756 WN free wwwliodommoorn Z Q Q wz wo � Z a "III rm v � v k o as z i 0 e � e �4 V O 0 W a PROJECT MUGU AIM A 1"NNG M PL,S PROJECT SURWOR AEW'X4 I OgMfM P PROJECT INGO= .7RY L LMN ASLA PROJECT LANDSWE ARCHITECT FIRST SUMMAL DATE: 4114104 ScA[B: 1i: 10-40' VW.:N /A I� SI wGGO WA a x� 3359 '�V /ST 6R TONAL s a EXPIRES 11/15/05 5 s stems NOT vum tnNtass SIGNED AND DATED � 'oe "°. 01459 °'M0 19x33 11 ,e; ZF -S. .910-72o 0 a � r Q ao o � CD P r 4 � y � ti V � O V y O 0 W a PROJECT MUGU AIM A 1"NNG M PL,S PROJECT SURWOR AEW'X4 I OgMfM P PROJECT INGO= .7RY L LMN ASLA PROJECT LANDSWE ARCHITECT FIRST SUMMAL DATE: 4114104 ScA[B: 1i: 10-40' VW.:N /A I� SI wGGO WA a x� 3359 '�V /ST 6R TONAL s a EXPIRES 11/15/05 5 s stems NOT vum tnNtass SIGNED AND DATED � 'oe "°. 01459 °'M0 19x33 11 ,e; ZF -S. .910-72o 0 a � r Q ao o � CD P r 4