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Home My WebLink AboutLUA99-071 Large Formata POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. A OZ to 0 U a w UfA 0 a rr La 1 z U. z o e w 0 r m z 0 U) w m 0 z GRADING AND EROSION CONTROL PLANS MONTEREY PL NE OLAT rI_ - - T - 47 85 86 87 88 89 90 91 4849505152535455565758 ,5-9 60 82 83 84 92 93 TRACT F 46 FRR. 81 TRACT Q 45 V 61 Tq 96 95 rR. 72 71 70 69 68 67 80 94 44 K 62 79 rRocr 43 73 66 63 99 100 101 \ r>? f 78 102 70 104 42 74 75 65 64 41 76 — D- 40 77 RP05 9 39 105 128I 127 118 717 Ate\ 38 136 737138 129 126 719 116 106 TRACT 37 E 730 125 120 115 707 735 1 4 131 114 108 s, 36 133 124 12,3122 727 C \ 132 y 109 35 113 112 9\ 34 111 I i% P \ 32 31 30 29 28 27 26 110 TRACT F 25 24 23 22 21 SCALE: 1 " = 200' 2 0 100 200 400 \ 19 TRACT F 18 17 LEGAL DESCRIPTION PARCEL A ALL THAT POR7701V OF THE NORTHEAST 114 AND OF GOVERNMENT LOTS 7 AND 8 WITHIN SECT70N 17, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., DESCRIBED AS FOLLOWS. - BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST 114 OF THE \ NOR7HEAST 114 OF SAID SEC77ON 17; \ 7HENCE NORTH ALONG THE WEST LINE OF SAID SUBDIVISION, A DISTANCE OF 252.23 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT ALSO DESIGNATED AS POINT "A 7HENCE S 89'45'17" E A DISTANCE OF 526.41 FEET; THENCE S 8852'04" E A DISTANCE OF 799 FEET TO THE EAST LINE OF SEC7701V 17, THENCE SOUTH ALONG SAID EAST LINE TO THE EAST 114 CORNER OF SEC77ON 17; 7HENCE CON77NUING SOUTH ALONG THE EAST LINE OF SAID SEC77ON TO AN INTERSECTION W 774 774E NOR774ERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 5 S R. NO. 169) (MAPLE VALLEY HIGHWAY), THENCE IN A GENERAL NOR7HWESTERLY DIRECTION ALONG SAID NOR774ERLY RIGHT - OF- WA Y LINE TO AN IN7ERSEC77ON W1 TH A LINE THA T LIES N 8945'17" W A DISTANCE OF 653.91 FEET FROM POINT A; THENCE S 89'45'17" E A DISTANCE OF 653.91 FEET TO POINT "A" AND THE TRUE POINT OF BEGINNING; PARCEL B PARCEL 5 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-95- 200- LLA AS RECORDED IN BOOK 108 OF SURVEYS AT PAGES 276, 276A AND 276B, RECORDS OF KING COUNTY, WASHINGTON, BEING A POR7701V OF THE WEST HALF OF SEC77ON 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. KEY MAP SCALE. • 1"-200' LEGEND TEMPORARY EROSION SEDIMENTATION CONTROL CLEARING LIMITS OF CLEARING (TO OUTSIDE OF ARC) FILTER FENCE TEMPORARY INTERCEPTOR SWALE f—} -- ROCK CHECK DAM TEMPORARY CULVERT 250------ FINISH GRADE CONTOUR DAYLIGHT LINE CUT SLOPES T-, E FILL SLOPES TEMPORARY STAND PIPE STRAW BALES w Z w z o Z o z N. E. 4TH ST DOWNTOWN NZ CEVL rriY RENTON PEAT c MONTEREY CF W ` ClERRA llT/ MT. OLIVET v CEMETERY q OF L 9PROPOSED PLAT OF epq CEDAR CREST R FEN TON 9 0RIVER N MAPLEWOOD GOLF COURSE VICINITY MAP NOT TO SCALE OWNER/ DEVELOPER AS TO THE WESTERL Y POR710N, GARY MERLINO CONSTRUCTION CO., INC 9125- 10TH AVENUE SOUTH SEATILE, WA. 98108 M.A. SEGALE P.O. BOX 18010 TUKWILA, WA. 98138 CIVIL ENGINEER / SURVEYOR / PLANNER TRIAD ASSOCIA TES 11814 115TH AVENUE NE KIRKLAND, WA 98034 425) 821- 8448 GEO TECHNICAL ENGINEER GEO ENGINEERS 8410 154 TH AVENUE N.E. REDMOND, WA. 98052 206) 861- 6000 UTILITY PURVEYORS SEWER CITY OF RENTON WA TER CITY OF RENTON BENCHMARK AND DATUM HORIZONTAL DATUM.- NAD 1983/1991 BASIS OF BEARINGS. HELD BEARING OF N8973'02"W BETWEEN THE NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E., W.M. CITY OF RENTON MONUMENT J 612) AND THE NORTH QUARTER CORNER OF SECTION 16, T. 23 N., R. 5 E., W. M. (CITY OF RENTON MONUMENT J 1502). THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. VER77CAL DATUM. NA VD 1988 BENCHMARKS ORIGINA77NG BENCHMARK. CITY OF RENTON MONUMENT 11938 - TOP OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E. 3RD S7REET AND MONTEREY. ELEVA77ON - 106.53" BENCHMARK J 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG THE SOUTH LINE OF THE PLAT OF MONTEREY TERRACE APPROXIMATEL Y BETWEEN LOTS 2 AND J. ELEVA 77ON 253.80' BENCHMARK J 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8" MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY 4' SOUTH AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVA 7T ON 270.11 ' BENCHMARK if 3 - CITY OF RENTON MONUMENT ,# 1941 - TOP OF N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVA77ON 55.27' SHEET INDEX 3 r 1 COVER SHEET 2-4 GRADING PLANS 5-7 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLANS 8 T. E.S.C. DETAILS AND NOTES 9 HOPE OUTFALL PLAN AND DETAILS 10 HDPE DETAILS AND NOTES F TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Erkland, W1 111IM-1110 Tel 425. 821AN Fax 425.821.9481 Toll Free B00.488.0M vwtrladamoc oom 2 Vw] I O Q Z y 3 A ag1AN DARROW, PE DESIGNED: aw CARD: DLS LMCM: MLA/ DATE: MARCH 5, 1999 SCALE: HORIZ.: 1 "=200' VERT.: N/ A 1 LWA Mq az jiI NAL I EXPIRES, 3/19/00 I STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUl[ BER 9 8 _ 3 12 SHEET NUMBER 10F 10 1999 TRIAD ASSOCIATES n: X ra I POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17 , W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 169 TWP 23N., RGE 5 E.9 W.M. 9 ' V f I'll N_ I I I" . . . , I Itl 1 .11 1 ",_1 ' , ::: - . 1 ' N, . _'.'.I----k- I 111% N 4 I t . . It ."', ", 11I .1 ' 4. 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I I I . 9 , 1 9 1 1 1 99 I 1, f - - - I I . --- / --\-Ib,, I ' i , , 11 ...... .' "', I " I s I ' I L, - ' - -11,11, , , 4 i I , I / I I / , I I " 'f e ,I "\"\"\', I k I 1\ " , ' " ", ,,, ' i I I " L , I' -' 1 _41- I .11 . ""', z "; " I - , I ' "I .. \ I I k , /11 1_\\' 1-11_1111 ........ ; I , I % 1, 11% "* " , t, I _ j 'k, " , s '/ , , , , L ' '"" "# a ' , I I- , I P, ' , 9 . 9 ' v 1:1 - I I I ., 9 " , ' ' i - , , i , I ' -\ ' / / I '! t , " """ , " " '. " " I " ' I -11 , I 11 ' - 1-11, . t I % % kJ , i ' k " , i k " , * 1 .11 e, / i' I I \ I I ,,, . I S "I LLi " I I k , I I % I I I , 1 , L' , i L' k 1_ 1 _____1 . , " /X I - ' " I , \ I I I I I I, , '\ '6i I I A '__ " I I I ", : ,,, / " " , 1, '\ , L , ; ", I0 --,- - - , % , I , S 11 'I 7 7 : 7777 ""\ I'll 1111 111\11' KVU Az ':N 111\111 q -.1 '" ,-,,,,,,,, V' !''",' '' ,',-'' "" " ---- ' - I 11` ', / '' .f / --,,,,,,/ 1, I " I , " I'll ' , , 4 c = -, - 11 _ - 7_ ; n d. P T " I 10+21.52 1 z 11 1 ,o e --,--,\\"\ \ ' 150, 1 k1. . o 1, I I \ = -11 'I,' tVw, IL I ", , " " , i 9 1 I . , 11 " " ,,, , - I , , , . . / , SCA k kk " % s .1 , " . " 11 :,,- 9 .. '.' ' L LL ",' / V, : 9919 TOP 283.1 , . . < q 9, . '7- - "I ____ ' " I/ 9 1 1 11"' . L II "",\ '\'-\\\\ / 1\ " PC = J L jj,,'GW (' '77:.`, , '_____'. 0 .. . ", 110 11 / I I , I . \ ,-\\ I ' 1 9 9 , 9 1 1 : 19 9 . ......... . ."", 1CelliIIOrE279. 1 A / : . 91, 11 141, 99 . I I I I I 19\1 I , , ' , I \ I L 9 9 9 99 .. I 99 / \ , I I 99 1 , / , 9. . I ' --" 4i s' 'f 191, 1 9 . . I " , , 4)V " I i X, A, , \ - III, ' 11 0 : V" ".' /\-." ",-\\" 7 0 \ i i 1 1 io__ " "I, e. 1. \ flo, ' I 11 " I I _"'"" I A k I 1 '' 9 L I ,,, ' ; ' I.i!r U I , I 11 I " 9 " , \ , A, , 9 ", , " , " I - K ""I "" ,,, "I-1-4 A ",I f' I , , L' , , , , L I 11 q I " I'll 9 , I L 1, " I ' g i I , L / I IIk I L I " ., 4 i ; ' I `3 I . 911, I " r\\--, I /'" ' 11 I - / 1 I 11 I q '' " , 9... 999 - 9 9 1 11 I - I ,"'. , i I1- 1 .11, ' i' ( / 19.:. -_ "... I k i I f . "I"" 9 . L9 . , . 99 . 9 19 9 1 1 `'' 9 ', 1 91 ' '$ 4 L , 11 , , - I 1 . : .9 9 . \' 1 9 1 I I -_ -' P I \\' 9 ' i I I _wII11 - f '_5 I i "I It k . .... ... ,--,--,, :-_ -' ' 91. .. I , , L. I , \ 9 : I A\ I 11-11, \\9 1 . , 9 9 . L " t' ' 9' / " :: ' II ... 99 1 1 ' ' - ' % 99 1L I T6P',294. 0 , — 94 1 ' llf , I , I "I", L ' L \.. 9 I L L I 9L 99 1 I .. .1, iI, 1, :L q 9 ' 9 " k 1 9 1 9 ' \:\ I I , ' . ... ... ' t S t 991 58 . ... 9, 11 .1 , L" L' I - - , I I , , ' 1 : 9 I . ----304- / , ' I, I '7-" '\' "- 1 , - - -___ - ", , , I I 90, 9 99 '9 4V .? \ \ k_ " , __' I 9 I I ' 1 19 1 , ""' , L L L ", 11 .1 , L" L' - ", . 9 1 L I Lit ZCF. LL ' . . I - 9 99 . 19 , , , , I - 9 . 1 9 9 9 9 9 9 99 9 -9 , . .11, - 1-.1 .9 I ' - 9 9 . L .L L 9 9. LL , III 11 ' : ' 11 ... I I 9 9 9 9 9 99 " .' "' k / - k I 9 L LL 9 $ '. '49- 1 9 9 9 99 9 1 1 99 ' I \ . , '111- L, L .9 . I % 14 "I - . I i ' I - - 9 ...,. ... I " \ S - If-,6e\9S',- ' L/ 9 i , % I t' , , 999 99 99 L 9. 199.. \ 1, " 11, 'k 'k1 \ I1, N I _' "' - . ' , I / , ,,, ` , ,,, - .- L- - - 9. . , , I ' "' I 9 99N ... - - I L9 - , __ _, - - \ '! 'I '_ I 11 T 1b, \Z 1, "", - 1 I - 111, 1"-, L 9 , P T I -- I . .. ' .. - 9 -"' - ... Nb "I ,. ,I I - - i 9 " I 11 '-, - --- _\ :: I K I \\ \' ' . I 11 - '-'.' L L9 If . L L L L L 9 L L " " k, , . . . 1 9 1 't .' L - I \ , , 11\ I " " . I ; .. .... 9 I.. . . , I ..... . C, I / .0 .4 'N I 1%, I . _ . -- . . . ' '- I - ' __ 11-.. ." , , 1 9 1 1 , I , I I ", I - ''J ' , - - - I . : \ i ' I-, 11 / ', , ""_,,, _' q 9 L , _ -' " .. 9. I , . _ r "' k ,L ' 9 9. , " , " \ I . I . - 99 , .- 99 99 9 % '. I I I :t I . I I ' ,,, ,- \\ "ll.- - 9 1. L ' , __ '. 1 11__ :1 I - - "I'll ' - ,L9 ,,, ' ", 9 9 999 L I " , 9 . , I ) , 9 " C4 \ , I , -, I ..- ' , . --, ---tV\ \' , I . ... .. ,' 11 . 99 9 * ( \ . 1 , - - 9 \ , ' ' I I / "I 9 , 9 ' 1 '. "', I - , \1 1 - - ,,, - - -- - , . I - 119 1. I \. - , J"w J06. 0 ' I " -C) 11 . \ _ 1% .. , , ,\' I - I \ '"' 11 I , " ' \ I Q4 - , -1 9999 - 9 . . . . . . , I fi I " - I- 111""n . '- '\ .,\ CDI I I A -'' %11" k I , P, I % I- I 1 9, . ? - - _ 9 - -% - -9 _9 - -9 , I .... - , '" - 9 9 . , ' '\ 1 \ Fella - . 1 . I t ...919 9.91 _- \\ ' 2 1-r I I k' ,\, " 'I I 1 'k ) I § , , , 9. I .L I 111\' , It - . .... . III 1 9 1I1919, - 1111.111, - , , I . . 1p I . I " 9, \' 9... 9 . . , ' L' ", \ , , I . , , , - I " __ . , 9 TOE pl.0 " I I " - --- - 9 . I 9 , L 9I1 \'4 OIL 11 99 - . .II!_ 0 ' -, ' I "' - - ,,,, ,,, ' I : - 99 - ----. 278---- "I'll' ,': I I'll .. - I I , C ! 99 "I L , I . , ,I ' I , " ." , " k \' , " , \ \ , \ '\ , 1 9. I. 9 :. 9 11 , \ ., L \ -, \ , , L 9... I n L , " I 9, 9 - - I " I : I , ) ' '\ L " , 1, ,,, , _"' ": '_" "", ' q I % I I - " - ., '. '_ ' L !Jq '9 \ I I , , , " I 1 9 " ..'I - , I 1 1 " I ,,, \' ,' _" ,,, ": " - ' . , ' § -, , t - "" im 9 , Q IRACT 0 . I k "I "'",,"""'_ - '_-' 1 1 a \ ". '_\ , , " 11 " I " ' 11."' 1 f' . 1 , , , , ' I,/ , .. " , 9 9 9 % 9 "I ' 11 -Y-1 L. 1 : . L % . . I N ., , 1. I - - -: Z" - ,'.' - - " "',".) - I .. . .: . 1 - - 11, ,,, "" , s," , .' " ' , L: : - " --- - ' , L ' 11 Iq 11 ____"1 - I ..." 11 .. -" "" - ,,,, - , L I , I", 9 A _____ ---... , I I 'i I ; ( ' I I ' . I ,: ", .!, 999 .. . . \ " N' ' , I 11 10 11 I " , ' , i I I I " 99 9 9L 1-i "'." 'k '- - -T - , ' "9 , ' ' % ' iIIIII , i , , , 9 - - - 1 119LME29J_ , , . --E .1 9, 1 ,I " I I 1% , % ; I I k , .9 - - 9 99I N I I - , ' ", , -- , I, I , . % 9. 9 .. . , 9 . 9. ' I - q III ." . . - 11 . , . , \ 1 $ , La ' , , 1 , ' 11\' " i , I I i " , , " I 11 , ....... \,-,' L I I I" , ' - - - J ,"OE'?\ O\ ' I k / ",I - --- tt'.j"--r. 'J , ; -1I " ,,,, I 11" L - , I 11 I \ I k , 99 " I "I .1w ' - '' _ 11 I11 I , t_ - , I , 9 , " ( i i e--- " '\' % ' " " 'I 1, A 1 -' I \ - 11 I , " 1 ,I % I . I,--- L M I \ k / I , , I 1 , - 1' ". cc , 6 -11"""", I \ , '. L ,: L'' MMUMMUMI i , , , _'. I ! \ '$' A, , . , I , , -" "" , , ' ( I " I I " 1, , % L' , , "," .: " - \ . II , : k ! : 1 L . ' " ' ' 11 1-11" I* A' . ` ,,,, - - I , - -- . I I \ TOP 300. O* I , , INT 19+22 85 Rcl' I I _"", '\ ' 9 . , , I I I - , , , i k " k' 1\1 - 9 , ; I I L , , , ' 9. ' LL9L . 1, . 9 ,L __ L, , . 9 9 9 9 ' , 99 , .. 11-1 " I ; . , - - - . . . t ' " I ,,,' , I , 9 \ " I TOE 293. - - - - - - - - I - I , TOP 268.7 ' .199 % I " , _. I 1. 11 I I 1," \ " ; % \ : I 11 2 " I IN I I I :.. 9 " I"" I I I .. 9 . .. . I " - 1 9 L V-51.82 ROAD k I i r'l-, %! L L : . I I \ I ' _' L I . . I I L - 1, . - / I I 1\ ' ' ' L :L ' \ ' - - 9 , k k , , 9L 91, kITOP2ri.j \_ I '. 9 \ i , , , \ -, - ! ' ' L 99999: 9: _9 11 .. .. I .. 11 I , 1 99 9 9. 9 1 TOE 277 3 i i 1, , " ; I " 1 11 1 1 TOE 264. 0 1 : ' L I L ' . I :!!':'<':: ! It , f '\ I I , e _ J 1 1 L ' : i\ q.:: I 7- t Y2 9 9 999 L99LL 99L LLL L Pl= 1 1 1 4 1. '96 11 TOP 2 70.0 W k. TOE 266. 0 1 INT 10+33.15 ROA I INTIPT 12+42.01 IF , ,,, I 11_____ Z1%, -1 \ If I 1 I Ir., 1% ") I \' '- ' 1.:;1LX\ 9' / --- L9 9 19 " - I ,9L - q.- %, _ - - I " I , I., 11 I 91 ".9 _9 I'll 191, 1 , 9L.. . 9 9 9 9 99 9 99 9 9 9.19 9 11 L 1 19- - ' 0 v.. I I .0 . 1 L1 lk'z \ If 1"' e , 1 1 \ 4" o . 11\ 1 99 3 0 / \1 1- k LLLLL I 9 I i. 1, 0 . " 72 9.1 99 9 9 11 - , ' q 99 99 9 9 1 11 "I" L 99 9 9 " k, \ .. 1 1-111- I` ,,-"" \ ... .... ...... POk- 7 -6-9t ,11 _ 7_ _ le, I i 7' " N11011 - I p I 11_1_1- " "' AI.-O- I - " I "I'll" 3 "" 1\ 1. I I ' 11 9 I9 99 N : I _,/ I - - 11 I \ I,--, \ 11 - '_ 1") U 9 k , - ' ip 11, 4P 0 9 I\, II, 119 9 ,_ L I L' 1 9 1 e 9 L ':, 9 "-' LL ' I B I Ir284-- Lr) 1 9. , : : L , , I I I L 1JLI— I'l 1-1 I __ \ i - 00 101 99 99 ... , 9 ..9 1 0 i l 11 I 9 1 % 99 'f' 9 L ' w je , ,\ " % , , " , 4 ' 9 9 9 . ' 111. 9 I I . .1. , , .. _ I I I I k 1 , 9 9 9 9 9. 99 1 9 9 9 9 9 . 9 9 99 9 . 9 1\1 - L - 99 L 9 9 . . . . L,' .I k ' % ' k 9 99 . . . . . I I - 1 1. 119 1 1 I 5 t I : , I I . I 4 I 9 9 :9 .. . .: . I ' 1 99I ': L " . -\ , 1 9 . . . I ( I 1% I \.\'\ -'\'\ ' Q-) I I I ?a k 1 ", I L L 9 . .. .. L I . 9 z : J. , 1) , 9 "" I ."*' 'r \ , " % , , L , , 9 --k--- __\ "> I L9 ',:',L - \k I 1J . 9 .. 9 ] : z 99 99 1 . 999 I I I ' N \' \ ' L I I . II I I I " ' , ' " I '\ -' \' 1, k\ : 9 : : ' : 9 :9 : " 9 I - \ \1 N__ I `: %\" I I I -,'\,, " -\ RI __ 0\ L ,I " ' , . ( 11 I I 111 _ A .. 7 1 L : 11 , . 1 _ - 9. 9 . ' L \ I ,. I I % ' ' . . . . I I , . . 9 9 . I I I 11 \ \ \ ' I \ , 11 9 9 .. . L ' : : I I 11 \ . 11 , 11 11 \1 99 I . .L . , 9 " - ' ` < ' I ,,, k I , % 99 99 . I 1 9 .. I I , ' 9 , - I L ' 9 99. 9 : :L I .. L - _ ,. "' L k , : 1 9 \- , -\ : wwwwwI ' / - I I '\ "I \1 999 1 1 ""'_ ... .. ... ""'_ ' - I I 1 I , - S k 9 , , % \ , 99 I I \ , " ' . I INT 14+58.72 OAD A=1 \ .' N I , - " , 4 11 " 99 99OFII "", ", I 1 $ \ ' "I I 9 9 I , L' - I . 9 9. " \ \ \ 99 1 "' , C 9 1 - I'll / - .11, -, I , 9 , , ' I I ' I . I 1, \ . 1 9 L 9 1 L I L19 % .014, , 9" 1 I I ' \ ' , , I I L' . . L L L 9, : - , '. . 1 19 , , L L I I - ' I I I \ 9 11 99 - % " I , __ Z L ' '\ - ' L . I TOP 252. 0 % .of 10 , % \\\," , 99 9. 9 1 \\ I " I L & I I 1, t 1 ' I L L , \ 1 :: L: L i: ,. L\ " 99.. .. 1. I \ I - 10*95.51 -' I I-_. \ ' '\ , , % ,\\ 1-1 " I L I :: . 9 L I- , '- L . 9 9 11 : I 99 ," ' \ '11 \_ - - 9 9 .. 99 9 1 99 9 9 9 .. L 1, ;. 9 .9 L 9 99 9 ; L 9 9 9 I 1 9 9 9 9k \ \ '\. 9 ,", I . 9 9 9 99 t" - 9 I ." L I . . , . % PC I .1' . k ' I ", "', 1 ' k , , .L 9.. 19 I PT = 1+78.92 "I TOP 279.4 IME 27Z8 IN -, "': : 9 , ,q , L __ - - N A $ 1 ' , ' , 1 1 , L.9 , 9 9 _9_9_99' . 9.. 9 9 .9 9 99 99 9 . . 1 9 t \ 9 9 ' 9 9 9 99 . ., 9 9 . 9 9 . 1 9 L 9 9 9 99 . 9 9 9 999 . . . 9 , 9 9 9 9 99 L . . . L 9 9 . 9 9 99 , 9 . . . 9 . 99 9 9 L 9 9 9 9 L . ' 9 9 9 9 . . 9 9 9 9 99 9 I -Z_-- 77 ___ - 'k 9 1 9 9 \ 19 9TOE27541i - .-"- --% . I I ..' . 9 9 I . 9 1 99 . 9 I . . .. 11, 11% \ , \ " L 9 99, 9 I I . I I ; . . 11 ' .. I .; : , 9 , ,.9 1 : . , I Is I ,. '. : : I ' I q :1 . II - , , '' , . 1 ""' .. k I I __ , --- I z i 1 I I V \ q \' \\ ' ' - - . : $ , I i 9 9 . 9 . - , \ I I , , , 9 615 1 1 % _-"' " ' L ' '\ ' X'-' ' ,", "." '.' '\ "'. ''N'i , , .,.,. __ I _' 1 . - I , " I I I I \ \ \ \ \ \ \' --9 9 ... ... 9 9. L9 . L . 9 9 L " I ' I I I : I 1, L, , : I , \ \ ', \ I \ '\ 9 \ L 9 1 L ,'!, - . 1 9 .'k I 9 - - , , , \ \ 1 I'll, - 11 I71177 -I MI. — L . I I , . , : I ,:" . , 9 1PC = 1+4J.5- I - 716 * I ' I - PC 12+2 08 , ii :: , T - , , , q , ." , le, - _' / " J'= . / " " % \ ik , \ 11 "I'll - " : q :; " , , . I I "L I I ' " . 9 11 L LL9. .' . _te "" , " " , __ __ - .."", 9L :' F $' 19 . 9 15 AVP 1 7 , , , I 1, I ,I I k I -LZ L iAQf - 11 % : I N L' 9 , 9 9I __f 11 14 \ i . _- , #0AD,,4 , 17 ' I ' "I I \ \ ,,, \ '-, , " ' q . L: 99 1v 9 .- '__ - 11 _' _ '," , . . 9 9 1 k t 1 .9. . . 99 9. 1 9, 1 : I -- '. : LL 9 9 . L 9 9 I 9 9 1 9 9 9 " ' ' L - " " - . I I I ' , , , I I ,I '' "I I -- v- % \ V3 " 1. ')%.. -' - - - - L , , 1 , , III\, I I - 1p, ----- '% t"- \ I I " 19, -4-A " '' -, - J, . ' ' , I I V__,___L.9.9 I , I. .0 , , , - , '_ - - - - -9. 11 \ \ .. I I ,TOP J015 ' '-- - - I -\ k\ ' ,' \ -, -- - - ,' _. IF \ . It l " ' 9 I , 1 . " " W .... " - I I M 1-1 ,111 U \ I k \ , , \"" " - ", " 9 N I k , qLL LL 1% 9 9 , - - - " \ * \' , _____ - "" , ", I" LII \ - \ ... LL L . * - 9 ' '- I " . ) I . ' , k' \ , , N %- -1 " 3 . ", ' 4','-"' ,,,,,,_.,,,-,-,,,),-.'. - 1, ' - : . "'' 19, 1 1 2 , ":' % I 4 11 - 1111111-11 .." i % ':' ',', , f, 77 \ ..: : < 1, 777 . I* \ 9 ' ___ I R ' T- I., I - -9 ... - ' ' s I " - _*' 9 , . , ; I --- \ " i k I 1-1 --- --- ' LL . .. I . \ _\_ ,' -,-::, -.1 - 11 r-_- .. 1.99 ," N1.91 . 1'r , -t' 99L,. I I , , , . , , . 1 ___ 71 I I 9 . 9 1 - , '_ . IN M I J I 'I I I , I , I . - , , , I ,' ' L I - f ' k' I 1 : 11 -I,,,,,-- , z' , :: Q. LL __"" . .:. . q " . L . 9 . , ' U i " ' L ' I \' I \ I \ . I --- 9 , , I I 9 1 L -, % I \ 9 9. .. . I I I ' 'k I I I i \\ I ! . I I I I 11 I k --\-" I -i \ : : . ; 9 9: 1 9 9 9 9 9 9 . y I . 1 I . I _51P \00\ 1 \ ,\\,\\ ' ,,,, . .' \ . 9. 9 999 9 9999999 II`8685 ' 9'9 \ I \ \ 'k, -N o - , , ' " I I 4 ; ;9 ; 9 : ; . , I I I IN \'54?7 ROAD,ID= 9 k 9 1 9 I I \ PT = 14 L . 1. I T, I up If I T 4 __ , _-*_T_ ' . . . . 1 I 1 $ -7 1 , . 99 .. . 1 . 9 . 11 \ . 9. . 1 99 , - I . : : . : 11 If " I ... OE N9 i --t7 9 9 . % --I 'o' ,5'\' , , 11- ' - t ;; 9 V . L 17+11.J2 R9AD A , \ I . I" 9 , 9 . , 9. 1 " - I . \' , " I " C -% \ \ I I , I __ ...... % , t) JP 1 '2,,," ,,,, 9 \ \ I , , It '\' I --__'\"\ I , I - - . . - I ' I I 1, 11 9:. ..9 .111 \ - A f I .' 11 I e . i - I : ,Top JO N 91 , . 9 r V I 10"i" L99,L L'... 1\ - ." . t ' . 9 9 L L TOE 277.0 1 L L .. 9 . \ 99 , 0I ' ' i C L L I L - 1 9 1 , . ", 1 i I I 11 p ol i . 9 L 9 . .. L . L L I 9L 9 9 99 1 , I . 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I BY _ DA 7E -, BENGHMA ORIGINA 77NG BENCHMARK: Of TY OF REN TON MONUMEN T 1 1938 - TOP OF SW BOLT OF 77?AMC SIGNAL BASE AT THE INTERSECTION OF N.E. JRD STREET AND MONTEREY ELEVA71ON - 106.53' BENCHMARK / 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG 774E SOU 774 LINE OF 774E PLA T OF MON TEREY TERRA CE APPROXIMA TEL Y BET14EEN L07S 2 AND J. ELEVA77ON 25J.80' BENCHMARK / 2 - RAILROAD SPIKE IN NE FACE OF TWN 8- MAPLE TREE, 50' SOU 7H OF THE SOU TH END OF BLAINE A VE. APPROXIMA TEL Y 4' SOU774 AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEV477ON 270.11' BENCHMARK 1 .3 - CITY OF RENTON MONUMENT 1 1941 - TOP OF N.E. BOL T OF LIGH T S TANDARD ON SOU TH SIDE OF MAPLE VALLEY HIGH WA Y IN FRONT OF OFF7CE FOR STONEWAY CONCRETE. ELEVA 77ON 55.27' D1999 TRIAD ASSOCIATES A Aft AM IIIIIIIIIIIIIIF I sacTRUW IATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115& Am N1 KiM-Ykd W1 OM-M Td 41"11W Fu 4"I.Wl TbU Free BRIABLYM vww.biadawoLcom Z Iq Qft J a Z 1I Q Iq cc Q 4U rn M C) I V A aRIAN DARROW, PE Iq Z 440% 4 0 4) Iq 04 DESIGNED: L&Am CADD: DLS COCKED: MLM DATE: A4ARCH 5, 1999 SCALE: HORTZ.: 1 "-50' VERTI NIA L _. M or -z- F yr- '' r, 1-7, 'Q IS T B iIi2ML o I EXPIRES: 3/19/00 J 41V" STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 98-312 SHEET WMER 2oF 10 Z a a z- I"I- Z a 1_q ze Q zt LU It N. ftft Q 2 N F.i 4A b - (-/'O/ - 0 -7 ( 9 a 9, di2 9 LL FUR. OF NF. 1/4 & GOV. LOTS 7 & 8 OF SEC 17 9 W.M. & FOR. OF NW 1/4 & SW 1/4 OF SEC 15 TWP 23N., RGE 5 E., W.M. 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HORIZONTAL DATUM. NAD 12= 991 BASIS OF BEARINGS. HELD BEARING OF N8973'02'W BETWEEN THE NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E, W.M. CITY OF RENTON MONUMENT 1 612) AND THE NORTH QUARTER CORNER OF SEC 71ON 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT,f 1502). 774E BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. WR77CAL DATUM.- NAVQ 1988 I APPROVED N BY - A- I , A 11 *r, DATE I 'i I. BENCHMARKS ORIGINA TING BENCHMARK: C4 TY OF RENTON MONUMENT ,4 1938 - TOP OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E. JRD STREET AND MONTEREY ELEVA77ON - 106.5.3' BENCHMARK / 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG THE SOU774 LINE OF 774E PLAT OF MONTEREY TERRACE APPROXIMATELY BET*EEN L07S 2 AND J. ELEVA7701V 253.80- BENCHMARK J 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMA TEL Y 4' SOUTH AND 12' EAST OF SIN CORNER OF CHAINLINK FENCE. ELEVATION 270.11' BENCHMARK / J - CITY OF RENTON MONUMENT 1 1941 - TOP Or N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIG14 WA Y IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVATION 55.27' 0999 TRIAD ASSOCIATES A Aa AIIIIIIIIIIIIIIIIIIIIIIF IIIIIIIIIIIIIIIIIIII11' TR" AMOCUMIS Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th bL NE Effialml, Wk NMW-= Tel 425.821A48 Fix 425.821M81 Toll hm 80.4883= www.biadaewexom i MR*% 0 J Q 14 V A S 1 LL 0 N. 1IIft Q 9 <<<<<<<<<<<<< BRIAN DARROW, PE PROJECTIOmm- DESIGNED: mm CADD: DLS CHECKED: am DATE: MARCH 5, 1999 SCALE: HORIZ.: 1`--50' VERT.: NIA F<' L, / V,q`, 1W1 _ _ "' OWA zUNAL I EXPIRES: 3/ 19/ 00 -1 N N 4191:" cc STAW NOT VALID -C UNLESS SIGNED AND DATED 8 8 22 JOB NMIM iq 98- 312 H 22S= NUBM 3oF 10 6 p, t) -qc - c -7 ( 9 0 Z m0 a w 8 J 6 O a I LL fr a a Q w H Q 0 M Z O w 7 POR. 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I j ` \ g € € 1 € _` 2 ; k4 =s SCALE: 1 = 50 \ \ ti, / 4 \ \ \ \ `\ \ \\ \ \ ,.\ ". \\.. x $ € _ ; € . , 9 `\' \ \ \\ \ 3° \\ \ F @ \\` \\_ x \\ ' \ ',`°". \, ` "`\\ \ \ 1\ "h \ \\ \$ ,..- ,r , -- ..v`-.*.x,,,, \ 0 25 50 1100 won ., 6'O...ro, \\ \, \\ \ " i,`\`\\, " 0ax , \ `\\ \\ \ \ '\ \ \ ? \\ \A , \ \ \\ n \ %\ \ \\ \ `\ \\ \\ e, \ oh •\"I \\, \ \ \ a .%\ \ ` \ \ \ \ { /' " Y--,,, - .`...."'. _ "_30P` ""e` "\ \ "\ 0\\\ ^ \ \ \ , \ `\\ ti nw\. ' *, \\ \\' , '\ '`\a\\ "° \\\ \\\ \ \\.. \ \ 3 o +.a'r xx.AAA I ,/ ',..` i,,,s ` _ \\\\` , \. x,,, .xy, \ "`°. _. ' ,\ \ \\\ ,, `,. \\,. \ \ \\ \ `` \\\ C \\ r \ '•me. - "- x. ..x \ham y\ \\ "" .. " \ \\ \ \ \ \ \., ' \ •`.,..,..._......- o :' / /` .f" . '\•' '^•'". `^^ ` O h` `\\\\ \ • 2 t 6\ \ r, ,, . , \ AAA x. x .xx„ \, \-, \ \\, \ , \ \ , \ \ \\ ,\\ . ' } , ,r ,- , x \ 1 € ;' ` \\ 60 '\\ "\ \\ "\\ `"0•0 7° \\w "", •mow ^`\" "".. '\ " \ \\ \ \\ 'C\\ '''a `f'.r'./' f%r:'` n , k'k 'i„• ` i \'° "..` 3 I \ \ \\\ \. '\\\ ` \`\\ " \C \ \, , ^` M,,, ,..xM ....xr .., °\\ "`\ , x,.x .xe \\ \ ,, '. \ "'` \ N, \\'\\.\ \\ \ \C \\\.. `y .....>„a, s, p ,,,. r ,,,,, `"\ 280"" \\ \ e i .\. w E NOTE: ALL GRADING TD BE DONE IN ACCORDANCE WITH GEOTECHN/CAL RECOMMEIVDA 77ONS FOUND IN THE REPORT "GEOILOGIC AND GE07ECHNICAL SERVICES —LA COLINA RESIDENTIAL DEVELOPMENT" PREPARED BY GEOENGINEERS, DATED JUNE 27, 1996. HORIZONTAL DATUM: NAD 1983 1991 BASIS OF BEARINGS: HELD BEARING OF N8973'02"W BETWEEN 7HE NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E., W.M. CITY OF RENTON MONUMENT / 612) AND THE NORTH QUARTER CORNER OF SEC77ON 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT ,f 1502). THE BEARING IS DERIVED FROM STATE PLANE COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. APPROVED T BY DATE BENCHMARKS ORIGINATING BENCHMARK. CITY OF RENTON MONUMENT 1 1938 — TOP OF SW BOLT OF TRAFFIC SIGNAL BASE AT 7HE INTERSECTION OF N.E. 3RD STREET AND MONTEREY. ELEVA7701V — 106.53' BENCHMARK / 1 — TOP OF BRASS PLUG IN CONCRETE- MONUMENT ALONG THE SOU714 LINE OF THE PLAT OF MONTEREY TERRACE APPROXIMATELY BETWEEN LOTS 2 AND 3. ELEVA770N 253.80' BENCHMARK 1 2 — RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY 4' SOUTH AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVATION 270.11' BENCHMARK 13 — CITY OF RENTON MONUMENT / 1941 — TOP OF N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVA7ION 55.27' C©1999 TRIAD ASSOCIATES V IM IAOMS Pro ect Mana g emenl Civil En Ineering g Land Surveying Land Use Plann' mg Landscape Architecture Site Design 11814 115th Axe. Nld Yir 08034-6DZS Tel 42L821AU Fez 4MAI.Wl Toll Free 800.488.0758 nn.trltdm ew-mm i J v A BRAN DARROW, PE DESIGNED: JAM CARD: DLS CHECKED: am DATE: MARCH 5, 1999 SCALE: HORIZ.: 1 '=50' VERT.: N/A r•', M P' F WAS, b:",, =1© AL EXPIRES: 3/19/00 1 4/9/99 STAMP NOT VALID UNLESS SIGNED AND DATED JOB NUMBER 98_ 31f2 NMER 4 of 10 I Zt O W 0 E N 2 S 2 f&t)-q - --071 6 0 Lb IL z Ul L MINIM 1 d z POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. II Ile ) kL INSTAAL TCH BA IINSERn FqR T S. aLIMITSOFCLEARING - - ----- LIM, -EARM-: . ...... Typ) II TAP. . .... A A A k&. .... ..... AL AL a iAAA4 saw, 290 I, \ z I I292 II1 00 ,,4 COVS ow G SARRI94DE90 - K poNsmicnm . ..... I - 306--- woc 296-1 91 92 47V 7PANCE, PW DETAIL I4: TEMP SRA E T Y IN JOO,,,,44 SWALE IPER', r T 15+97.9( IIIPC R 7ERCEP TOR DETAIL L 21+21.54PC9+2397SHEETTYP) P7 4+0.3.26 EX/ N 4 UL ti 13 r 76" 11+41. 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C, 77,- -, Nl IIlo . ... .. . ..... 14 7 7 J 7 I... ... ..... 970 C 11 1134 62 .......... IROCKCHECKDAMLPI DETAIL ON SHEE-F-811, 0, k I 1 49-r- 1 +93.87PT_ 1 INT 1 + 00. qQ, HOAU C 1 rl 17+40.6uUUAL) 12 0I650 MIN/MUM I J __ II`, - \ Y Cw 0 - ROAD fo II 16 ...... . ... IIT1wIWORARY 7 77: tt, 2" le)A4.7 62.8 IWIPClaP,v"= 15 + IS ALE PER 'DETAIL 01V - QQ. 00 RINT1 OAD '2, 7 I19+90.16' 29 HORIZONTAL DATUM. NAD 1983I1991 BASIS OF BEARINGS- HELD BEARING OF N8973'02"W BETWEEN THE NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E., W.M. CITY OF RENTON MONUMENT # 612) AND THE NORTH QUARTER CORNER OF SEC77ON 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT,f 1502). 774E BEARING IS DERIVED FROM STATE PLANE COORDINA7ES FOUND W CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. APPROVED BY DATE BENCHMARKS ORIGINATING BENCHMARK- CITY OF RENTON MONUMENT f 1938 - TOP OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E. 3R0 STREET AND MONTEREY ELEVA77ON - 106.53' BENCHMARK / 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG 774E SOUTH LINE OF 774E PLAT OF MONTEEY TERRACE APPROXIMATELY BETWEEN LOTS 2 AND J. ELEVATION 253.80' BENCHMARK 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE 7REE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMA TEL Y 4' SOU774 AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVA77ON 270.11' BENCHMARK J - CITY OF RENTON MONUMENT 1 1941 - TOP OF N.E. BOLT OF LIGHT STANDARD ON SOU774 SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVA T70N 55.27' 1999 TRIAD ASSOCIATES A Aftl TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kirkland, Wk 9M-a= Tel 425.821A4E Fax 425.821.9481 Toll hu 808A8 .WA V".tft&kN0CX= O O O O 4 IrAr 4 4.4 aWAN DARROW, PE DESIGNED: JAM CADD: as CHECKED: ALAI DATE: MARCH 5, 1999 SCAM: HOM.: 1'_50' VERT.: NIA e. UNAL I EXPIRES: 3/19/00 1 4191,99 STAMP NOT VALID MSS SIGNED AND DATED JOB NUMBER 98-312 SHEET NUMBER 5OF 10 22 6 0 6 z M 03 R Hw 8 ILra Mw Cd J 0C 0 9 CL Cdx z J LL CZ51 IC a 9 Mimi] I in11111w POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 179 TWP 23 N., RGE 5 E.9 W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W. M. I ,,,,, p ",j I . 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IN \ \ j \ I ,\ % I \'t _' -,-"u\,F1111',,,\ ,,_,,,\\...........--; J7, ........... i.tI. n s I 1\ \ ,"v I\ \ 1\\ 1\ \\ I I A - - 1 \\ '3A( ,I --- \ 5 P' T...- . 1 'P* ,\,.- _ Kf__ - _- 2 t N \\\ %k NNN ,, 1 -- 1, ,:, ""`.. w\ 7 \ I,, - -,,- `--___- N 1 1 \ \1\\\\ 0 -& I I , ,,.1" I+__ OFF, HORIZONTAL DATUM: NAD 198JI1991 BENCHMARKS z BASIS OF BEARINGS. HELD BEARING OF M8973'02"W BETWEEN THE ORIGINA 77N G BENCHMARK: CITY OF RENTON MONUMENT # 1938 - TOP 0 NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E, W.M. OF SW BOLT OF TRAFFIC SIGNAL BASE AT 774E INTERSECTION OF N.E. Cn CITY OF RENTON MONUMENT # 612) AND THE NORTH QUARTER CORNER JRD STREET AND MONTEREY ELEVATION - 106.53' w OF SEC 77ON 16, T. 23 N., R. 5 E., W. M. (CITY OF RENTON cc MONUMENT J 1502). THE BEARING IS DERIVED FROM STATE PLANE BENCHMARKf 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK 774E SOU 774 LINE OF 774E PLAT OF MON TEREY TERRACE APPROXIMA TEL Y BOOK DATED JANUARY, 1995. BETWEEN LOTS 2 AND J. ELEVA71ON 25J.80- VERTICAL DATUM: NAVQ 1988 BENCHMARK f 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE TREE, 50' SOUTH OF THE SOU 7H END OF BLAINE AVE. APPROXIMA TEL Y 4' SOU774 AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVATION 270.11' BENCHMARK J 3 - CITY OF RENTON MONUMENT 1 1941 - TOP OF N. E. BOLT OF LIGHT STANDARD ON SOL1774 SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVA 77ON 55.27' C) 1999 TRIAD ASSOCIATES[ rn V A 9<<<<<<<<<<<<< BRAN DARROW, PE PROIRT- 19auff— DESIGNED: jAm CARD: DLS CHECKED: ALAI DATE: MARCH 5, 1999 SCALE: HOPIZ.: 1'-50' VERT.: NIA L . 11 I NAL 2 N99 Pi I— EXPIRES: 3/ 19/00 41- 91, w STAMP NOT VALID8 8 UNLESS SIGNED AND DATED 2JOB NUMBER 98-312 N A HSHEETNUMBER6OF10 1_ 6 4 0 1) C1.17 I U, I 0 I— 0 11 0 I- 01 6 9 lit 181 11 9§1 I a , i 1111R, M I A110 P. 1 d z V.11_11,11_' V11 " ` ""' ,, , t,-, ,1111 `,,,,, ',-;;: t, , , --,-,,,,,,,-;;, 1111..,,,,-, , -- 6 1, ,, 7 r ,,", ,,- N\ \ " 1 A q ., ,,,,- .. ... . :', 7 , k "I 1:, 11, C - \ -,--- , v , I Ill, ', 1 I - X ... ... r 0 1 2 POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17 9 W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E.9 W.M. H 7 i Ar I I 1.1 - ", " I " \ k , 1i "I " " ",-- _t --- z 1 11 ", - -, " ', -_ ! 1 1 t 1 1 ' - '+_---JI ?K \ ,J 'I 1 1 1 1 1 Q k ! I I I 1 F I I ROCK C14ECK UAM PER, . \ t-,,-,, , p 4_ .... .................. , I .... 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'Ile , \ I I 11 1 \\ \ 1 "', -, I, — — _ I1 ,I,, '11% 'IN , I, " \ I, I N\ .-_ 11 1% ,_ \ , \ , , / 1`N,1 I I , , 7I NN %, ,,, N" \ I Ilk, "' I 1-1 ,_11 oe el , 1 " I 11 , I L\\ I IN I, -, " I 1% _ N III 0, \ \\ 11 t t,--, - ,,,,-, I N.. 1%. . , \\ \ 'N I I HORIZONTAL DATUM, NAD 198511991 BASE OFBEARJNGS: HELD BEARING OF N897J'02"W BETWEEN THE NORTHWEST CORNER OF SEC77ON 16, T 23 N., R. 5 E., WY. Qrr OF RENTON MONUMENT if 612) ANUD THE NORTH QUARTER CORNER OF SEC77ON 16, T 2J N., R. 5 E., WA4. (CITY OF RENTON MUNUMENT Af 15Q) 774E BEARING IS DERIVED FROM STATE PLANE COORDINATES 11010INWD IN 00 OF REENTON T)RVFY CONTROL NETAMIORK BOOK DATED JANUARY, 1995. I APPROVED 7 ,_ , t , , W BY 1'1__ DA 7E '_ , -, S OR16YNA RNG B6M>1MARK: arr OF' RENTON MONUMENT if 1936 - TOP OF SKI BOLT OF TRAMC SIGNAL BASE AT 7HE NTERSECRON OF N.E. JRD STREET AND MONTEREY ELEVA7701V - 106.5X BENCHMARK / 1 - TOP OF BRASS PLUG IN CONCRETE A40NUMENT ALONG ThE SOUTH LINE OF IRE FEAT OF MONTEREY TERRACE APPROXIMATELY BETWEEN LO0 2 AND 3. ELEVA77ON 25J.80' BENCHMARK 1 2 - RAILROAD 5P9/XE IN NE FACE OF THIN So MAPLE 7RQ 50' SOUTH OF THE SOU 7H END OF BLAINE AVE. APPROXIMA TEL Y 4' SOUTH AND 12' EAST Of7 SKI CORNSR OF CHAINLINK FENCE. ELEVA7701V 270.11' BENCHMARK / 3 - CITY OF RENTON MONUMENT / 1941 - TOP OF N.E. BOLT OF LIGHT STANDARD ON SOU774 SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVA 77ON 55.27' D1999 TMAD ASSOOATES A A TRIM JMOCMTES Project Management Civil Engineering Land Use Planning Landscape Architecture Site Design 11814 115th kw- NE ErkWid, TA OM-M nd 4OLKIAMMU Pwr 42522IA481 TWI bee 800.48LO756 vww.biadassoe.com I Zz0 I: . Q a% Q F-. zt M "- ft T 4z 1 ft to Z Iq 4J it Z ft Q qq4J con Zt ZqK "Iftft Q 4 Z (x ftJ qq ft4 0 Z 0 10Q: C) 1, Wftft 0 co Z 00 PC U qqLAJ k- ftJ * 10 0Q: 1 ft K _Plt Q: LLJ_ Q a: CL 4. Z 0 4J bol. l-% F-ft %Nft Q 64 rm r 10, A I9 <JCf0JQQQ<QJ<KJKQW BRIAN DARROW, PLE DESIGNED: aAMM CADD: DLS CHECKED: MLM DATE: MARCH 5, 1999 SM BOOM 1'=50' VERT.: NIA L. M 6/y, N17' Jq& __n,,_Z_ 1 j', IST I NAL r- EXME& 3P9/00 41-91-f"' N i STAMP NOT VAID UNLESS SIGNED AND DITED C 55 JOB NMIM 98.312 vi 2ffi 22 SM NUBIM 7oF 10 t A &',, -9 1 i - 6 `7 POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M. Al 6z m a m cIL w e W xx 111 SURROUND CATCH BASIN GRA 7E WITH A 10" WIDE BERM OF 1/2" TO 3/4" WASHED GRAVEL 10" a opo 00 o 12" MIRAF7 140-N FILTER FABRIC CATCH BASIN INTERIM CATCH BASIN GRATE PRO TEC TION NO T TO SCALE IF POSSIBLE rrc u rwc r vi. mu n ur INGRESS/EGRESS AREA ROCK CONS TRUC TION ENTRANCE NOT TO SCALE 0.25' MIN. SWALE CROSS SECT/ON (2 ROCK CHECK DAM DI TCH SLOPE CHECK DAM SPACING 0 - 5% 150' 5 - lox 100' 10% 50' 51 o 1 1.0' OKEY ROCK INTO \' \ fn SWALE MIN. 0.25' \\%/i./lir irlir r./rli. NOTE:' ROCK SHALL BE 4" MINUS SUMP BEHIND ROCK CHECK DAM LU QUARRY ROCK. SHALL BE INSPECTED DAILY &CL CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEP TH. ROCK CHECK DAM CROSS SECTION ROCK CHECK DAM DETAILS NOT TO SCALE O Z FILTER FABRIC (M/RAFT 100X OR EQUIV. 60" WIDE ROLLS) 1 SLOi°E- 11 0` a PROVIDE 3/4"-1 2" WASHED GRA VEL BACKFILL ON B07H SIDES OF FENCE. POSTS CROSS SEC T/ON 2' 5' 12" FILTER FABRIC (M/RAFI 10OX OR EQUIV. 60" WIDE ROLLS) 2' 4' i 2' BURY BOTTOM OF FIL TER FABRIC MATERIAL IN 8"X 12" TRENCH 2X4 DOUGLAS FIR ® 6'O. C. NO. 1 GRADE OR EQUAL. ALTERNATE. • STEEL FENCE POSTS FILTER FENCE DETAIL NOT TO SCALE 4' 1 4' Lu 3 fvlI yr. I' MIN. 4: DEPTN_e 1 ' MIN. THICKNESS 4'-6" RIPRAP ROCK -LINED S WALE DETAIL NOT TO SCALE SUBGRADE 2.09E 1 MIN. DEPTH TEMPORARY INTERCEPTOR S WALE DETAIL NOT TO SCALE POLYETHYLENE CAP PROVIDE ADEQUATE CORRUGATED METAL RISER WATER71 COUPUN TA WEL 6" MIN. CONCRETE 2x RISER DIA. MIN. STRAPPING PERFORATED POILYE- DRAINAGE TUB/NG RIAMETER MIN. 2" LARGER IfHAN DEW417ER/NG ORIFICE. XONG J.5' MIN. SHALL COAAALY WTH ASTJVI F667 AASHTO A1294 G W/, $ L T FAB?IC p ANL41"fON.• $ZlAP ANLT BQL F " DEWATER/NG ORIFICE; SCHEDULE 40 STEEL S7UB MIN. MOUND WASHED SAN DIAMETER AS PER PLANS 18" MIN. AROUND PERFORATEL BASE POLYETHYLENE TUBE. AL TERNA TIVEL Y, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTA77ON I I MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. SEDIMENT POND RISER DETAIL NOT TO SCALE TOP EL 6" PER PLAN Crushed 1 OR FLATTER G of 5/3" (-) ?OR FLA17ER Rock L 11 Ill-- 11 ill 6" QUARRY SPALLS APPROVFO FILTER FABRIC MAX, FACE VOID 6" f_r ' MY 0E REQUIRED UNDCR KN CERTAIN SOIL CONDITIONS 1 114iziGgr: uv9 p_ Ndl. V CHINK VOIDS, G" OR GREATER o I` o z TnP ^ - t g PER PLAN 12" MINIMUM f PERFORATED DRAIN PIPE, RUN TO 1 STORM SEWER OR AS DIRECTED BY1 I = I llr-Ii!III: THE ENGINEER WEIF it willinn ,rntrM u yam"E ..-- UNDISTURBED SOIL OR COMPACTED FILL THE LONG DIMENSION OF THE ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE MAXIMUM STABILITY. THE ROCK SHALL DE PLACED SO AS TC LOCK INTO TWO ROCKS IN THE f1ER. I MN ROCKS 150 LBS. MIN. 300 LDS. FAX. SIZE 10" IN ITS LEAST DIMENSION 2 IIAN ROCKS 300 LBS. 800 LBS. SIZE 13" TO 10" 3 FUIN ROCKS 800 LBS. 1500 LIIS. SIZE 18" TO 24" 4 RAN ROCKS 1500 LBS. 2100 LBS. SIZE 24" TO 32" 5 MAN ROCKS 2100 LBS. 3000 LBS. SIZE 30" TO 38" ANY ROCKERY GREATER THA11 8 FEET 1N HEIGHT MUST BE DESIGNED AND INSPECTED BY A LICENSED ENGINEER WITH GEOTECHNICAL EXPERTISE. THE ENGINEER MUST CERTIFY TO TUF CITY THE ROCKERY WAS INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. ROCKERIES T FEET AND LOWER SIIALI. BE CONSTRUCTED OF 4 MAN TO 2 MAN ROCKS FROM BOTTOM TO TOP. ROCKERIES 7 FEET AND HIGHCR SHALL DE CONSTRUCTED OF 5 MAN TO 2 IkM ROCKS FROM BOTTOM TO TOP. l Y o ADOPTED CITY OF RENTON i STANDARD PLANS FN,Tp LST DATE:1-Nov-85 ROCKERY DETAIL NOT TO SCALE EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC7714TY OCCURS, A PRECONSTRUCT70N MEE77NG MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, CONS7RUCT70N SERVICES ((425)-430-7200). 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETA77ON PRESERVA77ON AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. J. ALL REQUIRED SEDIMENTATI0N/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERA71ON PRIOR TO LAND CLEARING AND/OR 07HER CONSTRUCTION TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NA7URAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SA77SFACTORY COND177ON UN77L SUCH 77ME THAT CLEARING AND/OR CONSTRUC7ION /S COMPLETED AND POTEN77AL FOR ON-SI TE EROSION HAS PASSED. THE /MPLEMENTA 77ON, MAINTENANCE, REPLACEMENT AND ADD177ONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIT7FE. 4. THE EROSION AND SEDIMENTA7ION CON7ROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANT7C1PA7ED S17E CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL COND177ONS DICTATE, THE PERMITTEE SHALL AN77CIPA7E THAT MORE EROSION AND SEDIMENTA77ON CONTROL FACIU77ES WILL BE NECESSARY TO INSURE COMPLETE SILTA77ON CONTROL ON 774E PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGA77ON AND RESPONSIBILITY OF 774E PERMITTEE TO ADDRESS ANY NEW CONDl770VVS 7HAT MAY BE CREATED BY HIS AC77VI77ES AND TO PROVIDE ADDIT70NAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PR07ECT ADJACENT PROPER77ES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE OR LOCA77ON OF PIPES, RE57RICTORS, CHANNELS OR RETENTION FACIUTIES. 6. DURING 7HE 77ME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS SHALL BE COVERED BY MULCH, SODDING, OR PLAS77C COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA77ON AND WHERE NO FUR774ER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED W17H MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO 774E 71ME OF YEAR /N QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NET77NG OR DINER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED 77ME PERIOD. 8. FOR ALL EROSIONISEDIMENTA77ON CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED WITH J. 1 SLOPE. 9 A TEMPORARY GRAVEL COIVSIRUC71ON ENTRANCE, 24' X 100' X B" OF 4- TO 8-INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CON57RUC77ON S17E GE07ECHNICAL NOTES CONSTRUCTION SEQUENCE 1. ALL WORK SHALL COMPLY WITH THE RECOMMENDAT70NS INCLUDED IN THE 1. THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE - FOLLOWING REPORT. GEOLOGIC AND SERVICES CONSTRUC7ION CONFERENCE WITH THE CITY OF RENTGK OWNER, DEN77AL EVECALLACOLINARESIDENTIALDEVELOPMENT ENGINEER AND ALL INTERESTED UTILITIES. REN TON, WASHINGTON 2. PRIOR TO ANY CONSTRUCTION, 774E CONTRACTOR SHALL CONTACT PREPARED BY - THE UNDERGROUND UTILITY LOCATOR SERVICE FOR MARKING ANY DATED DA7FD - JUNE 99627, 199 KNOWN U77U7ES 2. IMPORTED FILL MATERIAL WILL NEED TO BE CERTIFIED AS CLEAN AND FREE 3. 774E CONTRACTOR SHALL ARRANGE FOR SURVEYED FLAGGING OF THE OF CONS TRUC77ON1 DEMOLI77ON AND LAND CLEARING WASTE (AS DEFINED BY PROPERTY LINES AND CLEARING LIMITS KING COUNTY BOARD OF HEALTH SOLID WASTE REGULATIONS. FILL MUST NOT CONTAIN CONCENTRATIONS OF CONTAMINANTS NOR PETROLEUM RUC4. CONSTRUCT DETENTION VAULT, CB ;'1A, AND DRISCOP/PE FROMST# lACONTAMINAT7ONBEYONDLIMITSSPECIFIEDBYTHECITY'S WATER U77LITY CB TO DETENTION VAULT. DIVISION. THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A REPORT TO THE CITI'S 5. USING EDMONDS AVENUE FOR S17E ACCESS, THE CONTRACTOR SHALL CONSTRUCT THE TEMPORARY EROSION CONTROL PONDS & OUTFALLS, WA TER UTILITY lND/CA 71NG THE SOURCE LOCH TION OF THE FILL MA TER/ALS, TO DETEN7ION VAULT. HISTORY OF USE OF THE SOURCE SITE, AND RESULTS OF ANALYSIS OF SOILS SAMPLE TAKEN AT THE SOURCE SITE 774E REPORT SHALL BE PREPARED BY 6. THE ROCK -LINED CONSTRUC77ON ENTRANCE SHALL BE COMPLETEDAWASHINGTONSTATELICENSEDCIVILENGINEERORGEOLOGISTANDPROVIDEDBEFOREANYSITECLEARINGORGRADINGOCCURS EIDINER PRIOR TO STOCKPILING OF MATERIALS ON THE SITE, OR NO LATER THAN 14 DAYS AFTER STOCKPILING. GRADING WILL NOT BE ALLOWED UN77L THE WATER 7 ONCE SITE ACCESS HAS BEEN ESTABLISHED, THE CONTRACTOR U77LITY DETERMINES THAT THE REPORT AND THE RESULTS OF ANALYSIS ARE SHALL SHALL STINSTALLALL 774E PERIMETER FILTER FENCES AND ANY TREE ACCEPTABLE. ANY MATERIAL NOT MEE77NG STANDARDS WILL NEED TO BE 7 FENCES COVERED IMMEDIATELY W1714 A WATERPROOF COVER AND SHALL BE REMOVED FROM THE SITE W1774IN 30 DAYS OR LESS. (SOIL SAMPLING, ANALYSIS AND 8. THE CONTRACTOR MAY NOW BEGIN CLEARING AND GRADING THE REPORTS MAY BE WAIVED EN77RELY, OR /N PART, AT THE DISCRE7701V ON THE SITE CONSTRUCTION SHALL PROCEED FROM WEST TO EAST WATER UTILITY, IF ADEQUATE INFORMA77ON IS PROVIDED INDICATING THAT THE UPHILL), EXTENDING THE TEMPORARY INTERCEPTOR SWALES (AND SOURCE SITE IS FREE OF CONTAMINATION. FURTHERMORE, SOIL SAMPLING, CHECK DAMS) AS WORK PROGRESSES ANALYSIS, AND REPORTS SHALL NOT BE REQUIRED FOR SOURCES OF EARTH MATERIAL FROM WHICH 50 YARDS OR LESS /S OBTAINED. 9. THE CONTRACTOR SHALL COVER, HYDROSEED OR LANDSCAPE ALL EXPOSED SURFACES AS SOON AS FINAL GRADES ARE ATTAINED. 10. ONCE THE S17E IS TO SUBGRADE, AND PROTECTED FROM EROSION, NPDES NOTES UNDERGROUND U77LITY CONSTRUCTION CAN PROCEED. INSTALLED U77LI77ES SHALL BE PROTECTED FROM DAMAGE DURING ON -GOING 1. THE CONTRACTOR SHALL KEEP A RECORD OF THE DATES WHEN CONSTRUC7701V ACT7W77ES. MAJOR GRADING AC77W77ES OCCUR, WHEN CONSTRUCTION ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A POR77ON 11. AS SOON AS UTILITY CONSTRUCTION IS COMPLETE, THE ROADS OF THE SITE, AND WHEN STABILIZATION MEASURES ARE AND PARKING AREAS SHALL BE ROCKED AND/OR COVERED WITH IMPLEMENTED. ASPHALT TREATED BASE (A7B). 2. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED, 12. WHEN S17E DEVELOPMENT IS COMPLETE AND 774E THREAT OF MAINTAINED AND REPAIRED BY THE CONTRACTOR AS NEEDED TO EROSION HAS PASSED, THE TEMPORARY EROSION CON7ROL ASSURE CON77NUED PERFORMANCE OF THEIR INTENDED FUNCTION. FACIL177ES MAY BE DISMANTELD AND 774E DISTURBED AREAS CAN ALL ON S17E EROSION AND SEDIMENTA77ON CONTROL MEASURES BE BROUGHT TO FINAL GRADE AND LANDSCAPED. SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER 774AN 0.5 INCHES PER 24 HOUR PERIOD. AN INSPEC77ON REPORT FILE SHALL BE MAINTAINED BY THE CONTRACTOR. APPR0 WED BY DA TE TRIAD ASSOCIATES Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kirkland, W1 i1 U-M Tel 425.821AM Fax 425.821.S181 Toll Free 800A488.0758 rnv.triadas w-mm co W Z J v Q 4 0 M A BRAN DARROW, PE DESIGNED: JAM CARD: DLS CHECKED: MLM DATE: MARCH 5, 1999 SCALE: HORIZ.: N/A VW.: N/A My OF WA Z, W LL V rs `UISTB" v~ EXPIRES: 3/19/00 STAW NOT VALID UNLESS SIGNED AND DATED JOB NMER 98- 312 TC N , IL LL 1999 TRIAD ASSOCIATES 6 0 W0 nV) cc LU J 0w 0 7I if C 6 E 9 a POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17 9 W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16 W.M. k 1, I 1. I 1, %.1 I I 1, \ 11 I . \ 9 I 11 11 .-.,,,,,--,/,-""-,,, . I 1 1 - 1 i , I - 661-\ 1 / , I - 0 I., " k .' / 26 / - ""1--"' 29 GRADE 20'0 TEMPORARY \ \N , "', ,,, 1 . ' s' I " - - "I I CN / ,1 " ' 11 / / I , i ' e \ I - ` 4- " ' I " i 't, I / ! 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',-- - - ... --- - - N\1 212-18N HOPE , --' \ - ' _ 1-11 1\\1N" '--' '-' % \\' 14. ' 11 - -- " ': 1-1 - - - - - - - I ,\\,. IN, 1-1 ' Z'-':'-' 11 "'..' 11" "" -- :.': I .---- L HMZ. LfWG7H7 I'll I ,: . .. ..... ., I 11, 1-1---,-,-,-,-,-----,, ... - I'll, . 1, - -: 11 ,,, _,-,, , \11 11 1 '\ 1-11 1`1111 -. -.. - - I - - "I :""""-' ".- - - '-' , - I . 1111, - '\,,- - - 1-11 , :-- - -- .. - -. .1 - -.', 200 - -- -- .'.. '":, I :::,, ': - - - - - , *-, -- - - - --' -- 111, % ,\\\, / Ago - • - - -"' ':-" - - - - -... ,- - \ \ ,\\\ , , le, - 11111- - - %\ 111 -- "-, -11.1 11\- ,%,%, \ I'll ,- - - - I.. --, - %"- - ---- - - - - , ,' - , - - I AULT Ip ' I- , ...... .,- -,,- - 160 - , \ \\\ 11-1 \ 1 I--, '\\' \ \1 11 1 -", 1,1 1 220 ,,- , x' - ABC '- 1-- DETENTION V I'l-'-- I,-,,- 1-1 \ I'll " I',- '--% - - - I- ,,,, - -.-- - - w .0- -- - - - 1-. . - I STOW"DRAINAGE EASEMENT.I. '. 11 "IN, -' , - 1-1111 " IN" 11 11 \ \ \ 11 1 "'. - 11 111 -, -' - - - - 210 - - - - - -- '- -"' - I'll - - - - - - - - I - . . ........ TO LA COLW DOME ........ N IN," 11 11 "'\ N-11 *11 1 ,N\\, 11 Alo . 1-11, . -' - 11-11 -1 %1%1.- - O*WR ASSOCIA 770N. ,",-, - , - , 11111 %, I..- , - 150 111 11 -I- -' \ 1-1 \ 1%. 1\1.. 1 1 11- - - - - 200 -- - 1-1 - 111 1 -- -' - - -- I'll-11,-- - %: - "-, - - - - -", --, ", VAULT'' - - - 111 1 -'' - .' - - -` 1 ".. 111 \ N " I,. -', - - - ",\, '-a 1-1 -- 1 111 1 ".\" - - - - 190 - -' - 160 I'll 11 - ll, 1 11 . wl - - -- - - ' -=AD-7Y'.-. ,,,,,,,,, 1\11 - , ,- - 140 NN \ 11 TEN 77 0ER - - - - - - -- - -- - -- 111 1 '' '" \ I-"- '' \ 11 - - - -.-- - - I -\\ "-. - ---- 180 ------ 150 -%" - . 1-1111 . w, VA - -I-- ---4,--'4a--S.'%r 1-1 '- '-. 1-1 \1% I,- 1 " I"" 140 ' ,,,,- - - --- -%- - - - - - I I - C8 I B, TYPE 11- 72 - - -,"\ , VAULTf A PtA - - - % - , 11 I I .' - - - "......war 1z (SEE-57RUCTURAL PLANS 130 --, "I,\, 1\11. '\, , , , -- 7 'r ,-- 1111 ", '% '- - - ," - , - -- '-- - (SEE &t TA- -- 'tel -'f - 2'- , hf*S-EL -riz 1,6" - - - - - 11\111, 11\\11 1\\ 11 1 - 30 ,- ' - ..... %, - IL SH E , -", I LIVEIDEAD EL 49.80 PREPARED BY - , -." \1. " 1\ --'. - N' '\ '- " - ' 1\\ 11 1 -" - - -- "bOTrG)W,EL -42- - B &- T ENGINEERS) 1-11 - --- '-- , --'----""' --'- """, .. ...... - " I .60- -,-,,, -' - , - 11\11. SCALE: 1 " = 40' TI IFRIFF 7':"'7",,L--7-"',,,--'- I '-1"=1-= . ....... ... -, ,--",. ---, : ': I I '-- .... . ". 120I - 77- TURE `-Z ....... .. .. .... .. =,,z---,--,---,,-,"--,' "'-,, :-- -% "I -1 --, ' \ 1\\1 A'20 .' -- ........ -- . I "'CONTROL 51PUC - - - - -'.- ",-, I - I 01-S-1URAGEE PR-014DW 20,22 1 1\1\\ " I,\, , - 1 'IN, ' 11 1-11 w. I ". 1 " - DO WTURNED ELBOW 11-' - - PROkIDED 9. 983 CU- F7: I - - ,\,, I.- -' N111 ", . N, 6 CU. FT + 1 ' '5410AENT,5, QP \ -" - - - I'll, '111-11- 11 18 11111- , - T _AGE '-" 11 11 - I'll, '1 1, " ORIFICE, . - - - -" - - -" I 11-1-1 I . -V- 5 "... '."'I'll -1- .- "I'll, -1, - Ll \ \ , \' -" ' 150 0 20 40 80 111110 .11 ... 1 -, - - '. 1.1111 I I'll-- 1\11 - 11 - I - - - ........ -' , I - 11 '\\' I-','-- k-,w. ... 1,52. ' - - ... I " f-' 0 w "I'll. "" 00 -- f6 -,',,,--,-,,,-- 1 " I'll . I I " " 11-1 --- - 11 - , -' ' 1% 11 1 -I- - - - - - C --...": ,- I.- - -1- - 11 1, " 9 -, : : I ", :.'.-- -I.-- "'. ' - \1 - -- I '.'" 11 '. - - '-' - , -"' , - ' I I . '- - I ' 1 24' TEE OVEPFLOW EL. 52.16 - - , 11-1 , _ , - 140 -' RKC - - 100 \ I I K. I - ,-"" 11 .1 - - - q:q',.,' , I : , I.- - I48.J9 (OUT) - - so 11\11 -- - 1- 11.1 ; ..:'. ' 10, 18" 1\11 N. 6" ':: I I - CO(-O, 1 18 -- - --'- 11 . 1, --, , ' ,'\' I-%"%'" " I',-,' 1-111 - 1. Oox . I .11, 11-11, - U %'. I '-' , -- i ill 1\ wA44 - I I " , :, I I" , 1 '-\-,, %. 11 I ---' 1.1111-1- 11 ., ' 1-::.:.,".- ....... V.- ... I . - .. 11% _' - IN" ' --, , ,' 11 1 11Ill - , '- , I nll` t 'q-,--'R` I C81", 1C TYPE 11-48" I/ 11 - ' ' I III" I ' II " ' ' ' ' ' ' ' I ' ' ' ' ` I I I I k \ -- -1 - -- - 1 I \ I- II - ` II- - 11 "I'll % ` 11 " I - 1 ' - ' ' 11 ' ' 0 ' " " ' I I ' ' ' ' '- J 0 26 t , I , I - I I11II - kI I " I -,- I I---,- I , 11 , f iI I I N 01 11 - - - - - - - ""' "- *B`Af L 42.60 / " - -1111' ""., --\, , - , ' 1 11 N, "- - 1-. 111- 720 - - -,- - - - - - I , , E '-\'-' 111` ,1 - TOP ' - -- ," I--,' 111 1111 % -. 111, '. , ....... " - Nc" NC -6 20' 8-18' 55.5± N, -, "N" -1111, 110 - - 11,11,11-111- L -fL-52.6 - "'\' , ; -I'.. 18- IE 4776 (OUT) -.- - 1 1 ''-' ' 1 1 ;10 N 1 1 -, - - - - - - "- 11 mn - - wwm - 11 1 -- 6' 1 "I-,, 1 1 \ - ' '- 1 1 - ---mu--,--- , 12',',-C NC. CULVERT - -mom 194 ,- ""I',"," - - - - , ,,,,,- - - ',' ".. 1 1 1-1. 1-11 - - .11. - 00AP"Mr-M-7 N-RIG!, I - .1 60 1-1 - 11,11,11111111111111.. - " 11% I 0 \,\ I - -, I , VM---''-'-- , ---,\"\\, 11% WALL 1\1\1 -- - I " , - --" -- --, 8, Ci"w", sp 1. uu)g - - 11-11 '\\ NtC531 Go ONC RETAINING 1 \ , ' \'-'\'- -' 11\_1 "N' ,-,- , - - -., ,"- 12" CONC. CULVERT in M I I - " lInAll, '\\\\\, eI ""- - - - ---- - - -- \\, ..... , rNL Ll- I " - - - IE-53-3- TYPE /I- 1\1 , - - D11cq----- --------, - 18" 1, 1111- -" -- WALL ,\\-\, 11. 1.111-11-1-1 W-11, "'w ± """5 I - I' ll . .... ........... -- ... ', -_'--' -"" ff .",--- ..... -, Nwftw)1w "'-1 11- mn I"", ..... is" t"4'9."W--- ", 0 1. 58X ...... - - - - -11", -'-"\" CvRe - - - ----- --,,,,-,,,,, - ". 2-" 1; _-- as ac. - cut Vr)'?--T"Z:z= ----------- -- / - --",---, E M LC/y -, " - .- - X - - tB---- - - - -DI I, - I .. - , -.-- 2 4 " 9- - --. 111- ... 70- t--2''"--Z--";:- - VL) -- - - ---C"4r-l 52n4l'-,-,,ll--,.-, . ....... "'-- ' , - 11- ' --- . 1 ..... I I . . . :m" tN - - I I - IE - 5-9-.- 1 - 11 - - I _, ' iJ .................... . .......... --' 11D 12 CONC. CUL T -CVRT ------------ - - ='.--'-'- 80 - - '- '--, - 1111, -, '' 6' H TYPE ... 4 .... - - F? lm 5-4-.87- - TYPE I 1 4.75 1E 52.2 CB TYPE I / C13 TYPE 11-48" a50. 12( 4z1172" 1E 50. 1 1M 12" 1E 50.1 2 ,- 12- 1E 50. 1J(S) 12 CO 50.-Orr(w - CONC i12"CONC 50.07(E] y 12" CONC 50.08(S) 2 78r-70-NC ,IE 22(17 --- 8" PVC 1E N;7A. RIM 5J. 25 78" CONC,IE 47.54,E) lecw/ JL--A&Lp SW HORIZONTAL DATUM: NAD 19=991 12 R 2 D T FULLOFIRT) C8 TYPE I RIM 5J. 9 1 / 72" CONG F ,48.11 - I,------ - 48. // NEW 180 IE 46.75 -- - -------- BASIS OF BEARINGS. HELD BEARING OF N8973'02"W BETWEEN THE 9 i < 0 1 12 CONC 1E 48.77(!VW 72 " CONC 1E 48.86(SE / CB TYPE I NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E, W.M. 9 9N k, - - - CB TYPE I / RIM 54.73 CURB LINE RIM 54.05 18"CMP 1E 50.4.-f,'AIW) CITY OF RENTON MONUMENT # 612) AND THE NORTH QUARTER CORNER n, 97 SECTION IR 'r 17T 0 9 r- W " T'V ric 2 j ' ...... ,-\",\,\, K , 11111111 '\\,\\, A WC§ 0 101w § l A Awk F TRIM Jmocmmms Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Kiffind, WA OM-Mo Tel 425.8211448 Fax 425.821.3481 Toll Free BM.48&0= vwwArfad&mw-wm M Z I.- o 0 z c1-wft 4 1 : z ftftla (A k qq LU Q rft- 1 d2 0 9 9L-- , ,",;. ' BENCHMARKS 11 I I II k "I RENTON Lffy ICB TYPE I I - - - -1\11.,...% RIM 54. 02 CB TYPE // 12"CONC 1E 51.09(SE) RIM 54.13 (SOLID LID) 24-CONC 1E 46.85(SE) CB TYPE I 18"CONC IE 46.73(E) 1. RIM 53. 92 . 11'1' 12"CONC 1E 50.15(NW) 8 "CMP IE NIA 8-CMP IE 50.26(N) I MONUMENT f 1502j. THE BEARING IS DERIVED FROM STATE PLANE I COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK BOOK DATED JANUARY, 1995. XVER77CAL DATUM: NA VD 1986 v a CUP lE 49.58(5L) REQUIRED PROVIDED AS- BUIL T. DETENTION VOLUME I I 9,983 CF 9,983 CF WATER QUALITY VOLUME 26,226 CF I , I 26, 226 CF 70 1 ... .... . /. -70 260 I I I I / I 11 IIDETENTION WATER QUAUTYVAULTEXIS77NIzI F. VAULT AREA = 4,240S.: GROUND I I M. W. S. EL. .52.16 I I 4 I- . . ....... --"I ......... ....... .... .... -- 111111111-- "-- .-- .1.11 m -&W\D& W, 8L 49.8a--'--All- ",--"-,-"-,-""'-1 i 0 I . I 18 HOPE I I I IIBOTTOMEL. 42.60 ' DEAD STORAGE PROVIDED 26,22 CU. FT+I' SEDIM&T STORAGE l z rr LJVE STORAGEPROVIDED9,983 'CU. FT / I 0- I i I I I Iz ; I I WSTALL STANDARDI A TCH f I z BASIN LADDER STEPS- AT --,/ ' I w 1. O' SPACING I I IiI I , I - 40 250 0 11 11111111-1111-1111-- -11 I -, I 11111- / "I'll I - I 0 k i: V- Ilk f I I - 20I I - 200 - I - ii. i' I - - , z I I I Go cl - I - z I I /\ q I z - z EXIS TING I I I . IRETAINING I i I - 11 - - - - - WALL z x z 4- - - - - I -111111-11b, 11111111- 1-1--i il----,--- . I , II 11 . I II I11 I V 4- 6. 1 1 1, ELEV 50. 1852.66 ,'I I SCALE: 1"= 40' HORI I I I tOPOFBAFFLE 'i " 7.50' -I " I AIALL 31. 151N, I I 1 = 4' VERI I N., , I I I T' W- 18- I I 11 I0 0 I 0 7.88XI ! I l", I - ... 11-. 1- - - I-,--,-,- 111-1.111-111 z I -+-- 11---14-1- 1 1111 ---'..' ... ... U I, I 0 50 ,'ll,' ll,,, 1 50 240 1.67' . I U) ---- I 64'- 18" , I- 73X I '.'O 7' YP) C. , I ( 1 10.06' 1 I I - I UJ " CON II ; -' z' I ' I I . 4'-36" 1r: 11 II --Z - I I 11 . I I X.18 -- - 1F I 00. 00% z I I z I z I II I HI I11I I . qII I I I20iI I I II qEX. C8 11 TYPE 11-48" C8 ' 1C, TYPE 11-48' BOTTOM EL 42.60 1 : TOP 5J. ?5 TOP 5147.86 5' 1 1 , CB 1B, TYPE 11- 72" 1 18" CONC'. 1E 47.54 (E) 18" 1E 7 86 (OUT)(SEE DETAIL ON SHEET 2) I ,I ' I I 18' CON. IE 46.59 (SW) I I I TOP 62. O± I EA7S71NG W . J6' IE 46.90 1 12" CONd, 1E 48.77 (NW) 4T NEW 180 iE 46.75 BOTTOM OF STRU6TURE 43.90 0 SEC LION VA UL T w i I 1-1111111----- --- ... ---- ....... . ....... - ..... J40 230 f L1 I I I GRADE 20'0! TEMPORARY I I i z z FLATPADAROUND CB 1 z I 1 0 ELEVA 77ON 24ZO i I I I II : ItzzI 1 ,, I I b HOPEI I z D0.0 5 I , I I : ; I I i I ' CS 1A, TYPE 11-84- z 11---TOP 24Z- 25 Mgt r -i" 13-izzII. io 181 1E 238.00 (S) . ; FUTURE 24" IE 238. 00: (N) I I ; I I I I q FABRICATED 45' ELBOW I I I 11-- OPIREON GROUND SURFACE LOT Q J ORIGINA71NG BENCHMARK.• CITY OF RENTON MONUMENT ,f 1938 - TOP 5 260 OF SW BOLT OF TRAFFIC SIGNAL BASE AT 774E IN TERSEC TION OF N. E 1=4 S JRO STREET ANDMONTEREYELEVA77ON - 106.53' Im BENCHMARK # 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG Ili00 THE SOUTH LINE OF THE PLAT OF MONTEREY TERRACE APPROXIMATELY BR/AN DARROW, PE N ;. r, -- V. BETWEEN LOTS2 AND J. ELEVATION 25380' PIROJECT VULTF I I BENCHMARK # 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE DESIGNED: JAM(nu I TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY CADD: DLS 4' SOUTH AND 12' EAST OF SW CORNER OF CHAINLINK FENCE. ELEVATION 270.11' CHECKED: mLm 1 1 1 i IDATE: MARCH 5, 1999 I E00 BENCHMARK # 3 - CITY OF RENTON MONUMENT 1 1941 - TOP OF N.E. SCALE: HORIZ.: 17- 40' BOLT OF LIGHTSTANDARDONSOUTHSIDEOFMAPLEVALLEYHIGHWAYVERT.: NIA I/ IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVA 77ON 55.27' NI--- 250 CN4 z2402,30 A PPR 0 VED BY DA 7E C)1999 TRIAD ASSOCIATES P roy 11 UNAL L; I EXPIRES: 3/ 19/00 1 4191,99 STAU NNVALID UNLESS SIGNED AND DATED JOB NIME 98- 312 SHEET NMIM 9OF 10 U 6 z m 0 a y c N a a0 0 W x rr FUK. Ur Nt 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE b E", W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 15, TWP 23N., RGE 5 E., W.M. IL Q TOP EL. 55.5E ROUND, SOLID LOCKING s LID MARKED "DRAIN' i5 ------------- 18' MIN. Z 18" MIN. COVERCOVER OUTSIDE TOP 53 23 OUTSIDE TOP 53.23 p p > IN INSTANDARDGALVANIZEDSTEPS — — — — ° p ° OR LADDER p INSIDE TOP 52.66 INSIDE TOP 52.66 IN D MINIM IRII Z O U) w O Z 0.079" GALV. STEEL ANCHOR STRAP BOLTED OR EMBEDDED p 2" IN WALL AT 3' SPACING MAX. 8 18" Q 2.00R GROUT (TYR) D ° D D D EXIS77NG VAULT MWS 52.16 GROUT (TIP) MWS 52.16 e = TOP OF BAFFLE WALL 51.15 TOP OF BAFFLE WALL 51.15 10'-18"— --- 1.00% LIFT ROD FASTEN TO LADDER AT TOP IE 49.80 ABOVE OVERFLOW o. 8" SHEAR GATE 3" x 0.075" ALUM/NUM OR 0.079 GALV STEEL ANCHOR 24" EL. 4Z39 SOLID BOTTOM TOP OF SEDIMENT 43.60 BOTTOM EL. 42.60 e p > ° D VAULT OVERFLOW DETAIL SCALE: 1" = 2' COVER MARKED DRA W1 TH LOCKING BOLTS STRAP BOLTED OR EMBEDDED p 2" IN WALL AT 3' SPACING 24' MAX. p e 16-7/16" ORIFICE, ELEV 47.80 RESTRICTOR PLATE WITH SHOP DRILLED ORIFICE. D p IN D EXIS77NG VAUL T D , 18" HDPE 24" DIA. ACCESS OPENING TOP EL. 62.01 D 0 O D D O D O D ° DD a s TOP OF D.I. PIPE EL. 54.90 0 O STANDARD CATCH BASIN > STEPS ® 12" MAX/MUM ° SPACING (TYR) D O D p 3"xO.075" ALUMINUM OR 0.079" GALV. STEEL ANCHOR STRAP BOLTED OR EMBEDDED 4"IN WALL AT 2' VERT. MAX. SPACING D ° HDPE OUTLET D EL. 50.90 D D ° TOP OF DEAD STORAGE EL. 49.90 8 LF 24" DIA. D.I. FLANGED SLEEVE O e D BOLT D.L SLEEVE TO RODS 36" DIA. OUTLET PIPE AT EL. 46.90 e 36' lE 46.90 BOTTOM FLANGE EL. 46.90 0 T BOL T 1 2" THICK GAL VAN/ZED GROUT (TYP) 2• 24" D.I. SLEEVE STEEL PLATE DIRECTLY BELOW 20-1-1 4" DIA. THREADED RODS 4 LONG. MIN. I II D n it 1' THICK CONCRETE BLOCK II I p II i II D D' JI' I a• II IF D._ D D pTHREADED RODS BOL TED TO CONCRETE BLOCK & CATCH BASIN e. TYPE ll— 72" CA TCH BASIN CB 1B, ENERG V DISIPA TOR DETAIL SCALE. 1" = 2' TOP OF SEDIMENT 43.60 BOTTOM EL. 42.60 e p VAULT CONTROL STRUCTURE SCALE: 1" = 2' 10' — - 36" BACKING PLATE 17" PLATE 1-WELD 112" ALUMINUM SHIM UNDER SLIP-ON RING 00 1OR' FOR 1870 PIPE F2PLA TE PLA TE 1 REVERSED) L112' THICK ALUMINUM PLA 7E BACKING PLA TE DETAIL PLACE CONCRETE BLOCKING O HDPE EXIT BETWEEN UNDISTURBED GROUND do CB SEE DETAIL AT RIGHT) Is 36"x36"xl/2" THICKZZ ALUM/NUM BACKING PLATE, COAT WITH o COOL TAR (TYR) MOLDED PIPE TYPE 11-84" CB o FLANGE, 45 SLIP-ON METAL BACK-UP FLAN NON-SHRINK GROUT ALL VOIDS BEHIND BACKING PLATE MAX 18" 0VEREXCA VA 77ON ON ANCHOR SIDE BACKING PLATE 2 HDPE PIPE FLANGE SUP -ON METAL BACK-UP FLANGE 0 18' HDPE D D 0 P, D 0 D 1. 75' o . D 70' CONCRETE BLOCKING DETAIL NOT .• MANHOLE BASE SEC77ON SHALL BE PROVIDED WI77-1 CLASS V REINFORCEMENT AROUND KNOCKOUT fNON -SHRINK GROUT BOTTOM OF CHANNEL TYPE II-84" CB UNDISTURBED NA77VE PLAN MA TER/AL CB 1A, DRISCOP/PE CONNECTION DETAIL NOT TO SCALE HORIZONTAL DATUM, NAD 198311991 BENCHMARKS BASIS OF BEARINGS. • HELD BEARING OF N8973102"W BETWEEN THE ORIGINA77NG BENCHMARK: CITY OF RENTON MONUMENT # 1938 - TOP NORTHWEST CORNER OF SEC77ON 16, T. 23 N., R. 5 E., W.M. OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSEC77ON OF N.E. CITY OF RENTON MONUMENT f 612) AND THE NORTH QUARTER CORNER 3RD STREET AND MONTEREY. ELEVA7701V - 106.53' OF SECT70N 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON MONUMENT ,{ 1502). 774E BEARING IS DERIVED FROM STATE PLANE BENCHMARK f 1 - TOP OF BRASS PLUG /N CONCRETE MONUMENT ALONG COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK 174E SOUTH LINE OF 174E PLAT OF MONTEREY TERRACE APPROXIMATELY BOOK DATED JANUARY, 1995. BETWEEN LOTS 2 AND 3. ELEVA77ON 253.80' VER77CAL DATUM. NAVD 1988 BENCHMARK f 2 - RAILROAD SPIKE IN NE FACE OF TW N 8' MAPLE TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY 4' SOUTH AND 12' EAST OF SW CORNER OF CHA/NLINK FENCE. ELEVA77ON 270.11' BENCHMARK f 3 - CITY OF RENTON MONUMENT ,f' 1941 - TOP OF N.E. BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVATION 55.27' 1999 TRIAD ASSOCIATES A TRIM AMOCIATM Project Management Civil Engineering Land Surveying Land Use Planning Landscape Architecture Site Design 11814 115th Ave. NE Hirklend, TA OM-00 Tel 425.821.8448 Fax 425.821.9181 Toll Free ONABLUM wwhiadu moe eom Z Z v, U1. Zt v, C 0 x BRAN DARROW, PE PROJECT MANAGER DESIGNED: daM CARD: DLS CHECKED: mLm DATE: MARCH 5, 1999 SCALE: HORIZ.: AS SHOWN VERT.: N/A L Mq V As F CS "4ISTEn" v S CNAL EXPIRES: 3/19/00 STAMP NOT VALID UNLESS SIGNED AND DATED 70B NUMBER 98— 3 12 SHEET NUMBER 10OF 10