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HomeMy WebLinkAboutS-334001PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. EX. CH _ INT 13 +70.17 HOQUTAM PL NE INT 13 +26.24 NE 2ND ST RIM 419 78 ®R �}A� ,T/ b EX. 4"X4" WOOD POST INT 6 +65.60 NE 2ND ST = g +16.66 NE 2ND STREET = 23 +15.39 ✓ERICHO AVE SE 12" GONG. IE 41744 (N) e]`� �.+./ EX 72" DI lE 406.0 = 23 +75.39 HOQUTAM AVE NE EX. 8" PVC lE 410.7 EX. 8" PVC IE 411.2 E SDMH TYPE 11-72- II '€ 112" CMP 41746 (E) r ` I - g WEND EX 12" D! 406 5 IE W END) (E ENG q ` 8° CONC. lE 41736 (S) u _ ( W /SOL /D LOCKING L(D (t END) NE 2ND STREET EX ]2 "' CONC lE 471.3 TOP 420.27 III I, ( EX. 12" CMP lE 417.5 ASSOCIATES c•0 -.._ __ _._ ._...._ _..__..__ -_ -SSMH"- (W END) 36" /E 40797 (IN -E € II ,(f END) EX. TV Y' EX 72" CMP if 4070 - - "'- - -' "- -' -- _ _ 36" /E 40784 (OUT S) EX: III a0a i, ,i2 "7VNC. /E'- 411-7.- -_.._ EX DITCH LI.NE4i76 o NE -END 73 +75.28, 5.00' LT ._ _.... -_ ._ __ _ . -. _ _.. _ - __ -_ _ _ _ EX WlP s, 1 �- 470 -- -= "` - - -- ,_ -_ -� - «, _. /F EX 12" CONC lE 414.9 GV� 4�_ ___ - - - - - -- __ -? -._.., r > E� EX. 12 "CONC 1E 4176 - ofX MB -------- -- END) END? 418 "a20 - - 12172115N Ave. NE ( - - - - - _ - e 923 8 .� _ I -.. .,_, __ _ t -, EX 12" GONG IF 414.5 I A EX SGN qdd nd WA 98034 -6 n- 6 SDI_= - - - - -- w ENDS- ,a p"2_.E7r� - - - -N - -- S �T�� _. -� .._....- _.._._.__ _ - -- D- - 425.821 n -`- - -�,� - In -ac-� - - - �-� - -. '; t--�� _ °41 - -f-- -.- " "- - -- . z2 - ` -..... _ / 131 rwYYS_ SD - - -- - .b448 p F "N EX' �WV . _`. - � _ . : _ .- ._.. > � �� -.� - r SD _ _ - - _ _ 425.821.3481 fan r° i1 - -- - - _ -� - �� - _ eoa.4a5.oTS5rolltree _ I i'�., z0.. EX SIGN DITCH __ _ _ - - www triadilt --m ._ -., -� ��� - Qua. EX. SIGNS ILL r, 8T -_.,7` - - -- _ _ - _ EX. TV "'. II. �; x - .____ SB94#P 47-2- - SD-"'OFIrr• _ _ - t5D-sc �A� C„�" EX D7TCH EX41 P _. EX. SIGN- ------ - iP ` EX. SIGN b \ _ _ \` '. - ... -.. )' -- '--404 -- -__ - - - - --� I EX 5' WOO FNC r "x _ ` i 1 EX PP - ___`tIi �'_. ,M1. GAS EX 4' CHAIN LINK FNC 11: -_..__ - .._ _ p EX 12' CMP lE 405.7 L _ .. / o (SW END) ` I - r EX. TR j '�1,1I I I - -, �� i • k EX 12" GONG. lE 41314 EX CB I I o _ SGN TR GA EX. E END CMP IE 4171 2 i a°i PAD 1-' -- 41 \ E END TOP 479.02 EX. Q 7 EX BOLLARD EX I� W , = 1 EX. BOLLARD 61 42 l� 4137 ' _ EX 12" CONC lE 472.3 72„ CONC. lE 41752 (S) `nl ci WV IK 10 C8 W EX WV II Ili I^j i` (W END) EX I X TOP 419.57 PAD 413.7 PAD 403.7 Hill MB �H 2 "' CUP G /E 41699 (E)N) U x li �,a i ii ili 6°1E 407. I \ WM W I IIII 'B° lE 407.7 12" CMP lE 416.55 (S) _17 Illll26 �. �60L.F. SGNI { Q ' ; EX MB �, I:, I I I YA _ OI a 407.9.. 1111" ''_I F EX 12" CONC lE +\ �. I ) u EX, !r N ENO p I 1 Iii PAD N Lu �� MB I J Q. 1 43, l u l l 413. 114 It. - I 2 +3 36 LF. x a EX 12" CONC. lE 415 3 60 PAD 403.7 III 6 /E VO7._7 a10-' (S END) \W 2 11 t r i 11111 6" lE 407. 40", V 1I V m EX TV �) -7 i i i I i 2 +39 I f Z 1 s EX CB 3 n W 1' III 26 LF. ? III 1 ' N� I PAD 413.7 x TOP 4n.36 �� +a I I EX. 12" CMP IE 474.65 (N) W'w W t � - a EX. 72" CMP IE 474.57 (S) v+ V Z OHP ! OHP � E -1 / ( I I I I 1{ li PPU /T O I : I) IIIII PAD R7 it It a` 1 �x TR � I 413.5 I 1 I 1 +65 36 L.F. _ I SCALE: 1 " = 40' 0 20 40 80 R e1N 59 i 44 ��ill s /E ao72 39 IIII Q ZI. '(. - PAD 403.5 1111116 III W s O � � I I � Illlls "e9 aD7 I I � PAD 4T.32 � I � IN I SSMH 22 Z Z a EX 1 III Iz6 LF as �I Q Z 0 (D (MB 1 ` € •ri ? I 3 SEE SHEET 18 a s ,; 16 -`` __ _______ �Ill�il �- GRAVEL y O V _____________ __ ________ _ -------------- - - _____----------------- RIVE 2 W _ _ _ ___________ _� -- h11 412- 414 I- I `sI Il lI i III IIII I I �X MB '. x -.. I t i• EX. SDMH. TYPE ll 54.. IIII PAD W SOLID LOCKING LID S 45 IIII 411.5 1 - I , F N a 58 1111 37 36 i 35 ° TOP 41s.7s N. {I I I. GN 36" lE 406.46 (IN -N) a 0 EX TR U EX 12" CONC. lE 397.0 I I t ;PAD 401.5 IIII 6" lE 405. ;I I PAD 4f0. I i I I� -•6 ! 36" /E 406.39 (OUT -S) ~ Y 2 -EX. WM'S (E END) (1 } ®z z =SO �iill26 LF. / ! I I PAD 410.8 PAD 411.8 PAD 4125 34 ', i >� II (�j c I. III {LI;(r Ex. cB V 404.7: -I", I TOP 414.81 `` ql^ =1 I ('_I I ,EX. 12" CMP /E 41292 (N) w €b O IMF - 0+61, 36 LF PAD 4135 r Q e ~� r PT = 10 +82.36 X. 4" PVC E 413.559 (E) E ° 1 , I EX. 12" CMP lE 412.73 (S) a a 1 3 °�- - - -. _ _ �. I II IN 9 +93961H000IAM PC E 6" fE 404.8 6 /E 405'6 l 6° lE 406.0 PP o $ a a S S \ 111111 \� /274.36 NE 7ST T 1 +30, 1 +89, 45 L.F. SIGN p i IIII 11/7 36 LF. 36 LF `� I EX �1 I' b I j j 409. : - 6 - X _ _ _ _ _ x .g�.. X I 57 46 I I I i n -' - -- I I' I I' I EX GRAVEL S$MH '4 I II 1,16' /E 403. r _ DRIVE a `. jPAD 399.5 I I I I I o +24 EX EJB SEE SHEET 16 ` I I 0 2 -EX a III,1zs L.F r3� n { I SSMIH 13 i I If,S y 0 +5J 13, 3.00' RT 1 2 0 +00 48 L.F. I I I 4 hill \. 6/ 406.8 33 i I j k;. OFPWATER LINEOBELIEVEO ; @ k K > ______ I 1� -� ' �:.; l: � I TO BE ABANDONED S f1 D t 4T PAD 412.8 EX v V & r' i t III - - - '-r- 0 ' EX GRAVEL a O O O 7+26 26 DRIVE b 56 ., 1111'11 �` ..� H 11 6 f 1038 I 6.1E 405.. \ ` I S �• I•: -. i !: , III ' .88.96,.. G N07E 47 1116 IE 401. 1,'; I. 0 +63 26 L.F. . I III / 111112 +ro, I �' oQ'Lr s it 402.a I aia" o L 4 rl I I '!!! 1 116 EX /SANG ABANDONED 8° AC f l� y FOR LOTS 53 -6L SF£ PA i l l i 26 L F` I i I PC - 9 +9 97 I $ { _ I I /I i WA TIER MAIN TO BE REMOVED, b \ I N AS`NECESSARY, FOR NEW 11 I I ` I SHLZ T 16 FOR 'PAD _- - _- - o I ` ELEVAAONS AND SIDE I ` IIII 1. I 1 I -: I ° SEWER CONSTRUCAON,. ENDS OF H Ex. 1z" co c. lE 393.41 SEWER /NFORMA AON PAD W I 28 29 I - `'- -�. - I 0+00 4os6 F 32 ( I I' I III , I REMAINING 8' AC MAIN SHALL N ENO) I+II 407.5 I SSMH ZO �., _> I Y I BE CAPPED. REMOVAL AND w,Q,,,,�,_ L ,,, `ti I I _ IIII I PAD 409.2 PAD 409.7 I 9 +49.98, s.00 r + • , --------- 9' 1° . '' i,1 I PAD 411.8 I °I I: II' I DISPOSAL OF EX. 8" AC WA AR PHOIECf YANAG&H w l I 11111 I t �' E EX rR " I I' :1 I MAIN SHALL WTH PERFORMED IN DOE PEWSCI SORVEYOH ^ pA I 30 L. I �`ti w 8 = EX TV I v I I 111116' /E 400. I PAD 411.0 I' A .p a I { REGULAAONS. ' 48 I I I i 1 +88 1' i Ex. GP ' { O AYLYUEI A YOOOY, P£ 1, +12s L22 1 I I ! I [' I Ex PPr PROJECT ENGINM !i 55 I PAD 396.2 IIII " i I - 2 +57 37 L.F. �. EX. GA - t ' OHP- ,EFFRfY L OO1G ASl.1 > 7 11111 �- 6 fE 404.6 t- a af i� � I o i -- - -- - -- - --.I -- - -- y ' . Q r �F{' I 7 Ex. ce FH33T LUMSCAPE ARCHITECT d I I I I PAD 1' V r PROPOSED FlNISH ^\ t / //-'�`..:.. -, �- `3%' .I ( I I J i TOP 411.43 Q I X I ,., Ill, ¢06,2 I GROUND CONTOUR l m ` / IIfI�6.T C R'i EX. 12" CMP /E 409.40(N) / ' "I (rrP) �, , PAD I Iro I I I I Ex. 1z" CONC. IE 409.39 (S) ALL PROPOSED SANITARY SEWER 27 0l -w \ OPEN SPACE I d II I Fl 1 SLATE: e�Ta4O' YBLN /A 1 1 C 1 +45 36 LF. 1.1 MANHOLES SHALL BE 48 "/ UNLESS PAD 409.0 E,� PT = 2 +05.30 4106 of (S ENO)CONC. lE 406.8 6 /E 400.2 I I --, o PC = 1 +49.37 " { OTHER WISE INDICATED. _j 2 35 z5 L I I . {LNT 2 +63.67 NE 1ST ST II + F I 3 �I III x EX. 12" CONC lE 389.61 .E - I I I. I NI = 77 +42.78 JERICHO AVE SE ,1 , � , � ss � . �` ` '� I I I I I PAD . 1 ,', EXISTING GROUND I 21 6 /E 403.0 i I. - - - rc m }m (S END) I 49 I I I I I 405.0 ` CONTOUR TYP I SSMH 19 { J , I SEME SHEET 18 caunoN I' I 1µ 'F ` /' I I I I LOCAAON OF EX/SANG UAL/AES SHOWN IS 1 1 11°7 111111 _,m _ T 8 +40.03, 6.46.4.2. .L. i 7 _ L A kk I PAD, VIII -. i ,�.. ; :._ i; -` 2 :: --- . ,I I -�s o Ex 24" CONC. lE 402.4 APPROMMATE AND.. MAY NOT BE E 54. Illl l s /E 399. 1 : #- - - - - - -- 6 - - -• .- - - -- ------------- - - - - -- I E END) ACCURATE OR ALL INCLUSIVE IT IS THE �P We" dtp Nv 1 1261 L.F. I ' 4 - EX SDMH. TYPE 11 -72" `G OQ By7 p - --- _ CONTRACTORS RESPONSIBILITY Ib FIELD v 4. LINK FNC. ' 1 ` qty l� INT 7 +00.00 NE 1STIST 1� pry PRC 1 +7734M1 's ttf 311 - W SOLID LOCKING LID . S !� >.3 WR /FY LOCAAON OF U71LI71ES PRIOR TO < €�. EX PV I I �._ _ 0 +70 36 L.F. = 8 +35.03 IL WACO 6 E L+ �+ I 1 TOP 409.82 F / ) I " ":Iii i6).. ' =,� 1 I 6 /f 399.0 26 1 NE a7 T a7 T``� "r"{ PROCEEDING W17N - CONS7RUCAON.- YOU z o _ "W P 2 -Ex. IV W5 ^III `�`1r ( x 136 IE 401.96 MUST: CALL 1-800-424-5555 NOT LESS a oh r - `� _ 394: __�� 20 PAD 407.5 ..� $GN I,IF 24 lE 401.85 (IN E) ao PAD 4050 I I n. 24" 1E 401.86 (our -w) THAN 2 FULL BUSINESS DAYS BEFORE _ �.: r ' 1 If . _ _ I _., PROPOSED a I J - ';�'4 6 ° it �j f) BEGINNING EXCAVATION WHERE ANY 1 syitTSTea���� ` -- - -w '... !NT 7+3363 HOQUTAM P4 NE' - ..- ROCKERY 1 +60 24 L.F. �,. II EX 24'" CONC. lE 407.5 UNDERGROUND UALIAES.MAY BE LOCATED. TONAL $ „ Ex. 12' coNC. - - - I I / set j ; 2 1 1, .S°fT = tSP) i- m ( J It IE 3873 I,. - -,--__ , I 1J E s 3 +shoo NE 1sr sT 1 ( s- 1�.4o1s ml / _x w END .FAILURE -TO.DO 50' COULD MEAN BEARING f t -; -�-- - _ ,?: PT - X7'+.69. 2 i ow Z (E END) EX. 18" CMP /f 3876 ' € 1 ; : j , , , j - „ - " - ...__ �N. R ` MBI. I€ EN END) CPP IE 405.5 EXPIRES: 37i9/ae i 1 �J- Z •# , , , I o w/ mASNRACK I - 1 '.' 02':> i SUBSTANAAL REPAIR COSTS i " liu 3 ;EX. ROCKERY / e', - I -I tlf v;': �14A �1 i Mo SD JP - -_ -S°< ' Ex R or Com liance to Cit Standards �3b8 I y1.- Checked f P Y w o r W ° SDMH SD x i I `i N 1 �`. \ i" a ^I 1 x ry I I 0011 EX PPU STAN NOT VAM oh wr 7 +oQDO NE', .1Sr styli N % - = II I -OHP- UNWS SIGNED AND DAT® z -Ex. wM's _ 16 +7301 aoo SSMH !0 / _ _ s +80.00 sQO -Lr. /� rn (/ I Ex. cA a o EX STORM h'OQUTAM AVE NE' ' i i I TRACT F1' - -- : . \ V u��l A 1 EX PPU/L -\ 36 /E 399.9E /� W _...- 4pp,�. 117 . I� 4 -EX. II I 2 EX BOLLARDS IIII Q EX. SDMH VERIFY x ` 1 {I I , I Ex. FH iii RECREATION 39s h R EN SPA OH N0. CE wvs J o m TOP 388 64 WV III - . -_. jm - l ® l �h'K '�{7•�G- - -g {� e l 1 I 53 i I a TRACT G i � E✓ NI ExEX. FH , 0 18" CPP lE 384.32 (IN '�+ j € i. ( -t.., o m 36 CPP /E 379 75 ( /N -W) /l �.. " '_ l il; V96 OPEN $PAC �. _ PROAOSEO RETAINING„ 'rr /. EX B , EX WW SM7 NO. I ` t 36' CPP lE 379.59 (OUT S) f , PAD 390. L7 �� ,. r _� rm ; ' "WALL TYP TRACT .D_._. _.. SSCO EX Wluf /y m ro EX 4.0' CHAIN ,OPEN $PACEt .... 40� TOP C40 .^ x ; t 2 \o LINK FNC 6.83 c Z�OF 6 `h - ^ EX 12" lE 403.79 (N) o Z SHEET (�f EX 18" ADS lE 403.28 (S) ©2007 TRIAD ASSOCIATES oD-•S - 3340L) I 4 ;:gib .Zak &;. an F1 2 0 . '.: