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HomeMy WebLinkAboutzS-3340SetPORTION 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 $PACEt .... 40� TOP C40 .^ x ; t 2 \o LINK FNC 6.83 c Z�OF 6 `h - ^ EX 12" lE 403.79 (N) o Z SHEET (�f EX 18" ADS lE 403.28 (S) ©2007 TRIAD ASSOCIATES oD-•S - 3340L) I 4 ;:gib .Zak &;. an F1 2 0 . '.: PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. TRAD � o � o l a SSMH 10 �IIrE HEFT 27 ASSOCIATES SEE SHEET 27) SEE 1_. \\J\11 'I EX GA rI 2 -EX 80LLAROS 'iii %RACY F ' /R/1(iT ? +I� vi 4-EX 12112115M Ave. NE x I- EX FH !iii RECREAI7OA( 3.81 / / 4 /PEN SPACE :EX "f Ex wvs wndana.wAaeoaasa23 o z-I t " -EX wv 'III A .. I/ - i 1 ®EX. WW ., E III` _ - -'- - 3gE 25' ( Y- -'" I� v ! Ek, �' Ex. ww 425.821.8448 1 53 PAD 390 0 ' BU� `',r 425 8213481 fax a s a 2 x � E� �2 Q° ^o i ^o r _ .. r �sscoi EX WM ` 4 � ACT 4oz -- 1RACT D o Y 1nT € 2 EX CB eao.48e.oTfis wll saa yi 2 +86 40 LF. / •''3c _ - c a -'_ " .. _. _ www.trla aasoc.mm [{ OPL7V SPACE - D' 3 EX z 6AOs EX 12' GD.NG. !E 386 4 _ [< 'I j I EX 18" ADS lE 40328 (S) - - j ., o ,. i a fi I, \ BUFFER _ -' /� IQ J RC = 6 +69.73 I .I I F.._I® N END ! / :; - €� ) r' .. / ' } I� s - .�C 6 {AE 396.8E ^;: m t \ NOTE,- VER TIC L74b-15 EX 12' CONC IE 404,5 I REQUIRED 8 IN SIDE .�_/ I ( \ l I 0 +10 25 LF. (N ENO) EX i F IEX I, SEWER bF r' I f9 I EX LS \ I . f / I 6 /E 399.5 .IN } 1 WM 3 MB IX /SP G/ 6' TERM PIPE / m! _ 2� i � �i PAD 4Ub: B� � . 1 � i - EX DRIVEWAr I 1 z I - 1 - - .. n i PAD 405.5 i I rnACr D 4o2B �- 1 II p ry 36" SDMH 379. 19 /N -N d I I o \\ �7' • /' :' tN`III`\`` REGREAn '. ` �� 6547.95, 8:23' tv � x TOP 38751 .I I i ) i� K P Q = 36" IF 379.19 (OUT S) y `_ l 'f - - - -i.: / - ' --\ - - - -- -404 -- - - 2 +66 36 LF. I, Try,E W/L U 3 I II \1 \ ` - _ EX 12" CgN,C lE 404.1 !IW , EX TR N / I I' j I ADA - --{{ 399.8 S .. I: 1 PA 401.9 I /I t (• AND - I IG - IV 2 Z f / III, w 18 = / V 2 1 +I EX TV � G _ ' JO 111 ^ 1 7 I 1 �p EX. 12" CONC. lE 385 9 I I 'I ' � I LF� I 0 _ PAD `TC s END} I i PAD 391.8 iiiii `401.8 I, ao6 \ 24 i PAD 404.1 / ✓ 0 1. s /E 398.5 PAD 404.$', TOP 404.87 EX. 6" ADS /E 3852 I'I 1 i �( )i 1 1 941 36 LF. T� i // // Y, 7 . 5 +69.74 I { 3� 18" CPP YE 401.81 (OUT I r. 1111 / ` ®� I w - 18" CPP IF 407.81 (OUT S) (N END) �' �E 395 L F ' 2 +09� 26 LF t I C4 I vi )III I I �/ 6.1E 398.7 I ______ ____ _______ I u V EX DRIVEWAY EX /STING GROUND . _ I I I� o:t. II, _ - ....... TI CONTOUR TYP VIII. +75 26 N� J I 3 \\`'I,. .(!i ) 6 �E 397.6E ,j W W O EX 6'" ADS lE 384.E I N:I. 1 I I I : \\ 3'°6.. liiil6 /E 395 \ / \ EX LS (S END) I - I i 1 I I PAD 391.1 )III 1 t / j _/ I EX. 24" ADS LE 382.0 I �I� ' -..� `i i 51' ' ='PAD ` [ ° . ll 17 I PAD 403.6 i I N: I 3. I: o E END '.I I PROPOSED FlNl5H tl I ¢01.1 ,` 0 +57 36'L F- i I ,1 EX PPT /C W/ IRP.SHRACK '{ I I j I I ^ I GROUND CONTOfiR i it - I i 6 /E 395Q `� C 1^ I I I cc I + , 1 ; I I (TAP) , I Aoe', PAd,,402.s i I y, SCALE: 1" = 40' Q F EX SDMH I I 1: I I I t, ' VIII, f_ I i w TOP 385.87 0 20 40 80 w 'I I I { _ _ r'1 +37 26: LF. V O a 2a" ADS /E 382.19 (IN-1) ` i ' 7 m i I III - ��' PAD 401.0 2,3 i 6 lE 396.9 i If a o° �I I TOP C403.36 ' S O 36" !E 379.03 (IN-11) 1, ! I I : �n I �/ 4 pf �- 12" CPP if 401.26 (IN-E) Q ` 2 I €%7TTTi7T/T/ ` III PtID • Y 1 j m j f 18" CPP LE 400.29 (N) c O 24" ADS lE 382A OT LE II\ 13�t,4e i jl ryI / I i 18" CPP LE 4002R (5) r, O q EX. 12 DS I, %' = 52 I �I �)Ip`v o +so 36 L/;._.. Zj EX TR (E ENO) I i. is $SMH 9 5 6 /E 385'5 E �' Ex. sroRM as -Ex i i �I PAD 390.5 IIIiI 6 4+00.00 .00 Lr \ rI-� W�y D-c _ lE 38 -'84 \ i iWV'S i j h t ' 1 IT = 3 +78.39 I I - 1\ EX. '' r ,S0 ..:�' I i�ill I u-f 0 +59 34 LF. PAD I 1 1 I \\ - UTP..W) (� W_ II 6+ lE 39,4.5E B 1 IfI ,I - i i I ' I _ , . -- -SSM F 6EX. 24' ADS lE 3825 I I I I -, 1 H_,' I I WI 30 TR _ y, I _a 3 +346..23.2. - 22 (WEND W _ 'I i IN 6' /E3 ASHRACK 0 +36 36 L.F. r - " ;` 1 +00.00 ROAD 6 IE 3959 I w 2 ci - =- 11 I 5 --84 ^ 3 I I 'd4✓ °' io I \ PC - 2 +92.00 386 ` z� __ - -. - -� � U s ° EX. 12' CoNC. lE 3636/ I III /i: �' - -- 00 -- - I� PAD 401.91 ° 'O } (W END) I;_ II I I I / // O - _= __- \\ - ^:\ - EX DRIVEWAY % I I" 1 I to _ / /// 2 i _ \ "'\ ' x Y \ I I I I w„m, ' ii// 1 .. ,wl w gip. l€ 4A o 1 i i ' I I BO _ ` - \ •�� `\..."i �� r-, _ EX 12" CONC if 3835 I II, yy I I I I/l ( / - \ \ _�2� • "�:� +.< 4 i Y EX CB SE ENO) I ,. - i I I I I %F I I I f / \ \ \ \ \ \I \ �,-1 I , W SSMH 2 I - I'' I I' I I y \� I 1 Y r+� NT 3 +80.35 /LWACO PL SE 11� o TOP E IF 3 il, 1.� 111t I 236 B- ;,PNC� -, -C - 1 +04.00 SE 2ND ST AOti �` ?SIZE IF 399.65 (IN-E) o 17 X� 18" CPP lE 399.53 (OUT -S) _ .35, .00 LT - - -8 SS - - -- co 14 (SE SHEET 17) 18" CPP lE 399.49 (IN -N) EX SDMH -i i T l_____ a.3 77 5 .. .. _. I I I i i I'i) i - -_ -- - - -- - - �I- �1 \\ I. i I y .I N __ -- 3 i h TOP 385.24 W - I I - v I I I I ' 7 / / I ,II i 1.'I I I 1 �� ' ____392 ___ __ _ lil 6" IE 36 LF. 6 36" IE 37898 (/N N) y_. I ' i I. ,. �. , � I I I I � X III i 1 ' i ___�_ - i � I I �' (� I-° I.^ � 36" IE 378.91 (OUT -S)` I I- I,' I '? I I i I rl ) I I I I t / i �r j..,l. 11 I I S `N. �+y ___o i� i 6 IE 3953 PAD 401.3 EX . 1 1 I EX. PPT /L Y _ 12 1 I I - 1 I 1 . 1` (� � N i j 7 +30.48 � I S$CO I I m y$t z nl ig .PAD 1 III I' a � � � 111 ' l '+ +I I ,I. i 'll,l I 1 I I I : / : :I I�.J i i'.I 1 I PT = t +46.64 13 15 iill k�ry I I ,I 1 NI B:j ' i 1 i i i x I I' , I I11�, i '139s - o �j r rll'l1�`y 1 +70 1s`LF uI 1 i I€ a o a o j 6 IE 386.4 PAD`391.5 PAD.391.5 Ipll 6" IE 395 , I \ I [ l `. 10 +60F 6 +/E 394.7E 7 III III I - - - - -= 1 1 1} I J J VIII 2fiL I H 15 OZ EX. TR QI �I III.. i iI I I III I I I I I 1 114.4 N,'I� iiil �1 I +49.52, 5.00'LT PAD 400.7 A-, P EX. TV \la I I i j i I iii I I I I I iii li I ::) PRIVATE ? , iilll 6 "/E395. \`+' EX. 12" CONC. lE 399.7 I - p- 1 i TRACT fi ih I I:I I 1 .tt EASEMENT IIi111 +07, I I - (N END) I: I E . z I I { i i 1 II i i i l i D£7£N71OJV i i'i I w ?i `7 +02 19 LF. //14 j1I126 L.F. 0 +48 13 L.F. EX 1!i I EX. � 0� EX SDMH ^ I I I I I z III I I I I .'I 6 IE 394.5 MB - FIT TOP 384. 14 O' I I~ ! I I ) I I I i II I I I I I I 19 1 1 1 6 lE 365.2 I I a 36" IE 378.77 (IN II 12 AD 391.0 iiiil PAD ��- I.I, II.. I [ PROIECrLYdNdG&R I1 I I`, I I I I 11111 I I; 11III 36" /E 378.77 (OUT -S) ro I I I - 1 I II) I I I I II i I II Ili I 401.0 163 8 .PVC r SSMH 1 I I i iiii i PAD 391.0 I :' VIII I _ r I SSMH 16 Aaac A 1AICFR PLS .. I III 't I I % v�? _ - - 1 +47. .00 LT e (SEE SHEET 75 I : ',` I SSMH iB :? �� �4 !,I,I- 71 32 6 PR018Cf SORVRYOR 11 ( I; I I ) I I I ; Il 11 1 I SEE `SHEET 14 I, ) i i i Ili I �' I 2 +52.:06 I ;ly _., ( ALL PROPOSED SAN /TARP SEWER EX 12" ADS /E 3823 : ^I !I I I I I I I I I I I I I I 0_I 1 END ROAD II'II` I / �/ SEE 551 - 6" IE 394.5 �,� of M/GIA¢ A MoaoY, PlF (N ENO) ( ^ ^ i i - �i i i Y iI i i I i SSMH `1 C PERMANENT' I I I I I ! _.._ ...... € �' i i l "o I ,. % PROFILE, 1 +06, f j . [ MANHOLES SHALL BE 48'/ UNLESS EX SDMH 1 !: 'I _I ! i I III I It i (SEE SHEET 14) DES /GNT BYON I I l i I' m� - _ :_. -.. __ _..._. -__ ,_ ( hill _r '/ y.Oh SHEET 31 13 L.F. I OTHERWISE INDICATED. �� 1 PROIRCI BNGDDDDZ I I I I I 'r"-1 - -- $ ,EiFREYL COX ASLA IL TOP 384.65 ;l !. I r I I I I I I \I \1\ \ __ OTHERS i / 1 1 I I ° EX 12" CONC. lE 399.4 III } I ` EX. CB PROIRLT IANA4CdPR ARCBCf6Cf d 36 "' IE 378.25 (OUT -SE) 1 I I I I I \�`v . - - - -- L % i�7 NI II 5EE 552 PROFLE e i Niil 6" / 394. ) 2 +32.35 (S END) ! 1" !EX LS TOP 400.46 a i I ;I I x _ -- i / sHEEr 31 rn b3a L.. i FIRS) HDHIailec DATE. 7119106 36" IE 378.22 (IN-N) I� I ;, `�\ y //¢1 I PAD 390.5 I III BEGIN ELWACO PL SE r.� i� 1z" CPP IF 3979s (IN-SE) EXISTING. FORCEMA/N UNDER JER/CHO AVE EX CB I :I I I :ter. _ `���`� _ // f 0 +34 f3 LF : VIII Fi I is l .i lu'} EI 18" CPP IE IE J9Z5.9 39759 (OUr)s) � BE ABANDONED. CONNECT SEWER SCeiB: H®z.:1 a40' vlsatcN /A w j i _ _ _ �\ _ / 6 IE 384.5 ! 1 F 9 _ .aoo- Y 8 f I I I ° t ( MAPLEWOOD HEIGHTS ELE TOP 384.22 ( . Old rn �' i , I i I I f _.. _ . �.. ^� ' ` EE .END) CPP lE 393.8 10 I i I I I r SGN S 72 ADS LE 382.42 IN -N) I ' p�' . '1��I ( _ I I o I " -" ' I Ii 3 EX 12" CPP IE 398.9 TO PROPOSED SSMH 17. 12 CUP IF 382.42 (IN-W) I ! / I l I I I ^� i \. \ ��� - i r I I 11 EX. + 12" CPP LE 3937 PAD'35t0 5 iIi I l y-o PAD 400.5 PAD 400.5' T/ I p I I (SE END)V p G� WA, pp �F4+ 7H �e z z 90p�ss 01NALg� Gl�`v EXPIRES. 3/19/08 EX 4 /A. EA'. MB Ti �r7 STAND PIPE I EX 48•' CUP IE 378.5 EY,. 12" CONC. I£ 395.0 EX 4' CHA /N- EX. 6.' r l l EX. PPU /L EX. CB x /� /r/T x 5 END EX. 72" CONC lE 394.0 (E END) II aI (FOR ADDRESS) I - , LINK FENCE BOARD { @. IEX SIGN TOP 399.82 Checked for Compliance to City Standards /�i� 'WEND) EX. DRIVEWAY FENCE B" CONC. LE 398.51 (OUT -S) Of fX. DRIVEWAY o, ESE END) lE 378.2 EX 12 "' CONC. lE 3971 I 1., ° EX CB �� N� v� EX. 4 0' HOG I W (W END) i UNLESS SIGNED AND DATED / TRASH RACK J - O TOP 399.91 _ WIRE FENCE j EX. 12" CONC. !E 3970 _ INT 70 +00.00 SE 2ND PL E CND gig Po{ B° CONC, lE 398.49 (IN-, II tl II / rte, JOB N0. (SE END) OS IE' 380.5 = g +g8.45 H601 AM AVE NE INT 16 +60.61 SE 2ND PL { ( `G�, 8" CONC. IE 398.45 (OUT -W) I -t - ��-�'- d 3 -185 I;� EX. 4.0' HOG = 10 +00.00 JERICHO AVE S6 I 4' ` w x WIRE FENCE SHEET NO. pop `+ L v (i _ o C b ,A` s' N M Y o . II I V }N 12" CONC IF 382.22 (OUT E) ��-� Q 6- 13 ' I I.: I i - {. AT1 - '' i ` / - UTILITY •�.... -, ., . = EX DITCH \ (WEND 4 SSMH 7 , (SEE SHEET,14 - -I r II liill J i / _ _ € llE ll I € :9I f EX CB - TOP 399.91 I -1 2" PVC IF 398.26 (IN -S) EX WM 0 �" _�__ _ X W _. ��.� �� -.�.� mess s - -_ -_ _ III Il,p�_ °� _ EX. 18" CONC. IF 397.1 I I II I 8" CONC 1E 397.71 (IN -SE) 18" CONC. IE 397.55 (OUT -W) - �--T -S - EX 12" ADS lE 582 W G N EN tSo`WH -!1fi2 EX WV' -.._ i . _.....�(W END) I 18" CPP lE 39741 (IN-N) \_ - ... '_ \ "-.__. T-_. _. ;_ - _- - - I I lI fX BOLLARD _ _. T _ _ \ a u_ T m _ - EX 5' HOG WRE FNC (T P) I X -_ F��EX z o : -.. -__ G ,: _. _. -.� _.'(rr,; --- --_� _ _ �. -"-- . ' _ _.. =:'. = . -..T. _. -.. _ _- ..._..., _ ,_ _......_. -..- .>rLSD '! 4 _l EET 15 --- �_--.- 5EE - 1 EX DITCH- ._ o --- ..' . G y ` rYV C3E �lrLfi"� / .� -__-� /C.-�G ^ _ 39 , -- ! 9 7- - 3 ,�,-._ I� W= _ W E SGN '� �/ ' a X i - - �I_� _ X.WV�r .-� -." _ _.: _ E O SGN r �_ -� _= EX SIGN - O o EX WV EX. 12" ADS lE 3831 NW END V 'L TIP - c- �12_CONC lE 38 . EX BOLLARD -�� - -_ -`' W 14 rn - Z O - - -OHP- OHP EX �P�U - -- EX YC h '" D PVC X MB' EEND TYP ( ) { \ ', EX. 48" CMP lE 379.3 N END I( ) .. .. -.. - �-• BEX RVL O `dHP� ^'f \ - - EX { y]. '�! I P o EX. MBo _ L EX WM - .' _L F,P^ -, - OHF - .. EX PPT . i _ _ - 2 -EXIT i - - 0 P - X PPS x_ L SD OH 9- rd ._..___.. .__ - __x__- EX. WM _- MCi P EX GATR x x G� WA, pp �F4+ 7H �e z z 90p�ss 01NALg� Gl�`v EXPIRES. 3/19/08 EX 4 /A. EA'. MB Ti �r7 STAND PIPE I EX 48•' CUP IE 378.5 EY,. 12" CONC. I£ 395.0 EX 4' CHA /N- EX. 6.' r l l EX. PPU /L EX. CB x /� /r/T x 5 END EX. 72" CONC lE 394.0 (E END) II aI (FOR ADDRESS) I - , LINK FENCE BOARD { @. IEX SIGN TOP 399.82 Checked for Compliance to City Standards /�i� 'WEND) EX. DRIVEWAY FENCE B" CONC. LE 398.51 (OUT -S) Of fX. DRIVEWAY o, ESE END) lE 378.2 EX 12 "' CONC. lE 3971 I 1., ° EX CB �� N� v� EX. 4 0' HOG I W (W END) i UNLESS SIGNED AND DATED / TRASH RACK J - O TOP 399.91 _ WIRE FENCE j EX. 12" CONC. !E 3970 _ INT 70 +00.00 SE 2ND PL E CND gig Po{ B° CONC, lE 398.49 (IN-, II tl II / rte, JOB N0. (SE END) OS IE' 380.5 = g +g8.45 H601 AM AVE NE INT 16 +60.61 SE 2ND PL { ( `G�, 8" CONC. IE 398.45 (OUT -W) I -t - ��-�'- d 3 -185 I;� EX. 4.0' HOG = 10 +00.00 JERICHO AVE S6 I 4' ` w x WIRE FENCE SHEET NO. pop `+ L v (i _ o C b ,A` s' N M Y o . II I V a I 0 FR D `a � I - r C o w N o �'J W O 9 0 x O E �m \o Eo wZ A W U � of + "o r z Z z iJ + Fz w z 0 3911 PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. tr3004 �F gE'a787'��G� sBtONAL 4'� TRLAD EXPIRES. 3/19/06 �/20/,�17 ASSOCIATES 410 12112 115th Ave. NE IOrXland, WA 98034 -6923 UNLESS SIGNED AND DATED 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadessoc.com JOB N0. 03 -185 02007 'TRIAD ASSOCIATES SHEET NO. 30OP 36 CD — S 33400 4 3 400 A t=n m 2� Z 3 Q W U o OJ W V Z 390 4 Z O C/) 2 cWi� O rr�ww q n 2Z 411 o yN n W � V Y W W ry v PROPOSED FIN /SH GRADE TP = 401 / U) in 420 0 x O E �m \o Eo wZ A W U � of + "o r z Z z iJ + Fz w z 0 3911 PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. N � P 1 � a a a � C x_n MICAEL L M 16 PE PROJECT YANecER Iva( A. nN", PIS PROJECT SURVEYOR MICHAEL A. M=Y FE PROJECT ENGINEER .07REYL COX ARA PROJECT LANDSCAPE BMW FIRST SUBiQTTIAL DATE: 7 119106 SCALE: ROM-l-40' VW-f ° =4' F G z C �O a1Ba3 ��W tr3004 �F gE'a787'��G� sBtONAL 4'� TRLAD EXPIRES. 3/19/06 �/20/,�17 ASSOCIATES 410 12112 115th Ave. NE IOrXland, WA 98034 -6923 UNLESS SIGNED AND DATED 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadessoc.com JOB N0. 03 -185 02007 'TRIAD ASSOCIATES SHEET NO. 30OP 36 CD — S 33400 4 3 400 A t=n m 2� Z 3 Q W q+� EXISTING GROUND o °o a TYP o OJ W V Z 390 4 Z O � 2 cWi� O rr�ww by 2Z o yN W � V PROPOSED FIN /SH GRADE TP / 420 420 400, _ - - .400 ^ h ON / I .- � § Z +W 2 \ 2 b Q o— � M " Q / .390 410 _ -, ! _ _ ___ - _ - - -- . �( -_ 10 390. - .......... - _ Re PVC._ SSMH 12 RIM 412.60 ..' _ 8" IE 405.601 (OUT —S) (SEE NE 2NO STREET PROFILE, SHEET 13) '.. 400 __ _. _. HOQUTAM PL NE 400 _ S5 0.0 PVC 380. _ s =o.0050 - .NE 1S -3T 380 PROFILE SCALE 1 = 40 HOR/ZONTA I ENO OF PIPE FOR I SSMH 3 PROFILE 1 4 HO SCALE — RIZONTA L °= 4` VER7IC41 . CAP I FUTURE EXTENSION 8° IE 378.18 RIM 389.94 8° fE 378.10 (IN—N &W) ° J = 4� VER77CAL EX /STING GROUND EXISTING GROUND EL AT 7YP (SEE HOW.. AVE NE PROFlL£ qMFFT 15 ) 8° TE 378.00 (OUT S) HOOU/AM AVE NE'. P LE, SH T 1 EL. AT q 7YP p 11 +00 O 12 +00 O N 13 +00 n 0 +00 b 1 +00 O O 2 +00 3 +00 O O 4 +00 N � P 1 � a a a � C x_n MICAEL L M 16 PE PROJECT YANecER Iva( A. nN", PIS PROJECT SURVEYOR MICHAEL A. M=Y FE PROJECT ENGINEER .07REYL COX ARA PROJECT LANDSCAPE BMW FIRST SUBiQTTIAL DATE: 7 119106 SCALE: ROM-l-40' VW-f ° =4' F G z C �O a1Ba3 ��W tr3004 �F gE'a787'��G� sBtONAL 4'� TRLAD EXPIRES. 3/19/06 �/20/,�17 ASSOCIATES 410 12112 115th Ave. NE IOrXland, WA 98034 -6923 UNLESS SIGNED AND DATED 425.821.8448 425.821.3481 fax 800.488.0756 toll free www.triadessoc.com JOB N0. 03 -185 02007 'TRIAD ASSOCIATES SHEET NO. 30OP 36 CD — S 33400 4 3 400 A t=n m 2� Z 3 Q W O o OJ W V Z 390 4 Z O � 2 cWi� O rr�ww by 2Z o yN W � V N � P 1 � a a a � C x_n MICAEL L M 16 PE PROJECT YANecER Iva( A. nN", PIS PROJECT SURVEYOR MICHAEL A. M=Y FE PROJECT ENGINEER .07REYL COX ARA PROJECT LANDSCAPE BMW FIRST SUBiQTTIAL DATE: 7 119106 SCALE: ROM-l-40' VW-f ° =4' F G z C �O a1Ba3 ��W tr3004 �F gE'a787'��G� sBtONAL 4'� EXPIRES. 3/19/06 �/20/,�17 Checked for Compliance to City Standards STAID NOT VAIM UNLESS SIGNED AND DATED JOB N0. 03 -185 02007 'TRIAD ASSOCIATES SHEET NO. 30OP 36 CD — S 33400 4 o H ' 1 a a 9 I 3 C� cn r n n E Q �m �o �o FT-1 a O O E- E- w h1 �y W z r 7 z 4m � 1,01 M O In 400 �:� �, " "" GRADE TIP W W N + °e mz \ o 00 EXISTING GROUND 390 9 TYP 401 0 229 _8-PVC s.O 0 RIM 398.40 8" IE 387.06 (IN -N &E) :. 8" IE 386.96 (OUT - S) (SEE HOQUTAM PL SE PROFLE, SHEET 30 AND SS2 PROFILE, THIS SHEET) 380 _ __ 380 391 1+00 2$00 SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W. ROLL 2-411' HIGH POINT ELEV = 398.23 HIGH POINT STA = 1 +24.50 PW STA = 1 +32 Y I w fy C) PVI ELEV = 398.40 y 20.00' VC a o o o PV/ STA = 1 +80 P11 ELEV -= 391.88 50.00' VC EXPIRES. 3/19/OB //90/(/ 1 =Nm v z�± yam oO4Y »`r mmO 41 II �h -x \ __ \ \II 400 \ O FT-1 a O O E- E- w h1 �y W z r 7 z 4m � 1,01 M O In 400 �:� �, " "" GRADE TIP W W N + °e mz \ o 00 EXISTING GROUND 390 9 TYP 401 0 229 _8-PVC s.O 0 RIM 398.40 8" IE 387.06 (IN -N &E) :. 8" IE 386.96 (OUT - S) (SEE HOQUTAM PL SE PROFLE, SHEET 30 AND SS2 PROFILE, THIS SHEET) 380 _ __ 380 391 1+00 2$00 SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W. ROLL 2-411' FR Of / TRLkD ASSOC IATES 1211211511 Ave. NE grkland, WA 98034 -8923 425.821.8448 425.521.3451 faX 800.488.0758 toll free — ffladassae.W. EXPIRES. 3/19/OB //90/(/ 1 400' __ \ __ __ Ian v� 400 O fw Q SI' NO. 31DF 36 Lu W W � v+ Z V 'A yQ v ? j O 4 0 c9 400 H t2 b 3 M/dIAEL L SHI MI, PE PROJECT MANAGER MOY A. HNGER, PL5 PRO1ECl' SURVEYOR MICHAEL A. MOODY, PE PROJECT ENGINEER ,EFFREY L COX AMA PROJECT LANDSCAPE ARCRIIBCI FIRST SUMUITAL DATE: 7119106 SCALE: HoRIL:f' -40' VW-I'-4' \\ EXISTING GROUND 390' \ _ Vii- 390 390 SSMH 8 8' PVC S °0.0169 RIM 398.40 8' lE 387 06 (IN &E) T 8' lE 386.96 (OUT -S) (SEE °?AD C PROFILE, SHEET 30 AND ACCESS EASEMENT PROFILE, THIS SHEET) ._...... ....... ... .....8.s_1E-383.fO`(IN SSMH 7 RIM 389.801 -N) __...... 380 380' _. __ __. __.... S32 8' lE 383.00 (OUT -W) PROMS SCALE SEE SE 2 A PROFILE, SH;E£T 14) FR Of 343400S / TRLkD ASSOC IATES 1211211511 Ave. NE grkland, WA 98034 -8923 425.821.8448 425.521.3451 faX 800.488.0758 toll free — ffladassae.W. EXPIRES. 3/19/OB //90/(/ 1 � 2 STw NOT VALID UNLESS SIGNED AND DATED Ian v� O fw Q SI' NO. 31DF 36 Lu W W � v+ Z V 'A yQ v ? j O 4 0 c9 H t2 b 3 M/dIAEL L SHI MI, PE PROJECT MANAGER MOY A. HNGER, PL5 PRO1ECl' SURVEYOR MICHAEL A. MOODY, PE PROJECT ENGINEER ,EFFREY L COX AMA PROJECT LANDSCAPE ARCRIIBCI FIRST SUMUITAL DATE: 7119106 SCALE: HoRIL:f' -40' VW-I'-4' 343400S / W *10NAL EXPIRES. 3/19/OB //90/(/ 1 Checked for Compliance to City Standards STw NOT VALID UNLESS SIGNED AND DATED Ian v� JOB NO. 03 -185 SI' NO. 31DF 36 ©2007 TRIAD ASSOCIATES 7 1 n N -°n n o � 0 ��� W PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. SEE S H � TRLkD (%)SSC06 3 �`�' ASSOCIATES u") EX. SDMH ry, ey 11 +41.98, 57.67 LT EX CB TOP 384.55 V 2 36" lE 37825 (OUT -SE) TRACT l TRACT /'/ 2 22'r SHEET TOP 400.46 12112115th Ave. NE 0- 36" IE 378.22 /N -N ® Q EX /STING GROUND SEE 12" CPP IE 397.96 IN -SE ( ) E ( I Klrklen0. WA 980.14 -6923 U77LITY DE7E 77ON CONTOUR TYP EX. CB - - 18" CPP lE 39759 (IN -N) TOP 384.22 N m i �: `` , - -___ ' i 1 zw � g _ \-40 -, ® y `I __ _ r' I ; ' ! Ex. _ 425 821 8948 i2" ADS IF 382.42 (IN i n i ! i I :i i . "SGN 18" CPP lE 39759 (OUT 425.821.3481 fax 17:; CMP /E 387.42 ( /N -WJ r� l j i I i "m� i `` EX 12 "" CPP' /E 393.8 -TO illi �s ! r 91-PROPOSED EIA'ISH iI `' - "�° I �' EX 72" PP IE 398.9U 800.488.0756 toll free E END I I 1, I (SE END) +E) '.N, t 1 ( ) °... llll� ! i -`I GROUND CONTOUR 8 7 �� �. 12 CONC IF 382.221(OUT I �� I I - -. EX` 72° CPP IF 393 -7 WfR 7ryl �� 4 \ (TYp) ' �.sy' EX. CB S w tdadassx.com \,�. i '_ .;�„ _ PVC C 900 �, WEND ( ) 1 14+22.50 50L7 I i ° - - - / I ' �{ S !, I �I TOP 399.91 Mi EX WM i� �., ! / I ' EX DITCH ( ) 77p :_ _ �� ii 2:: PVC IF 398.26771N -S)SE) ~ _.. _.. _ _ _ __ _ _ I �- - �'SSCO 3 • END M EX- 18" CONE IF 397.1 -:. 1 8 CONC. lE 397. ...._ .. - f .. .. - _. 63 -B i _ (W ENO) I W 2111 8 PVC C 900 1 8x45 8 J 18" CONC. !E 397.56 /(OUT -W) EX 14 +fi7, 12.00' RT I 18" CPP lE 39741 (!N -N) °'i Lam,_• - G D� "' , \., - ._...386 _ ..�r.- _ EX 5" HOG WIRE FNG TYP -,�' I ,- _ _.....k. -�.. ,£X -FNEX BOLLARD I - _ 9 W - - - -- ... o o EX VN l'- -: -�G. W "_-- _ .390 g2" __ .? __ -r£w �.. W �- � 3�.- W ,, _�-r- - - - SEX. SIGN _ �'���{` _ i - �p g.LSGN -i � -/ � - N✓°' - - � ® `I C9 X MV (Ti 'F Z C) EX 12° ADS -------------- - _ _ ..... Z NW END C4 TYP;EX ( ) Ek. PT U ) EX"BO'LARD � m a �,g - OHP -- OHP E L P . ^:... _ -- � 2 EX.I I � 18 X.5IGN EX WM� ... EX Mern B � -11� ,� _ I- 9 �4 _{ a- _ -- __O'r- __- __- _-- _p�.P- d'EX. GR z .'7 - 3 _ - - .. + ___ ....__ - .. _ ..._ -_ _. - ... o- ..___.4 EX GATE �\ t� - _ -. - _ - £X" - - - _ _ - _ 300' -8' PVC C -900 Z 1 o; 2 "� Cn 1,�.. --- -SSCO5 :P - LI HP. .. -_0 .. .._ Sp 98 ._ ---- .._. -- Q EX YLr 1� - EX 48 CMP lE 379.3 11 +41.98, 3250 LT -' --'�'-- \ L _ _ EX PPT - -OH - - I O P E EX- Y - n g �'tX M6, ,� (N END) EX X 12" CON lE 394.0 - _- -- -_ -_ EX 4 CHAIN- L EX 6.' 6 =: IEX. GAS - ' _._ A SCALE: 1 = 40' ® Z _ 0 P £X Pte_ EX 4' DIA, PVC WM EX MB EX WM - -- - x x011 - 400 STAND PIPE EX 48'" CMP IF 3785 SE 2ND PLACE £X 8?J m EX. PPU/L X x 0 20 40 80 ® Q (FOR ADDRESS) I !i = x SEND VEHICULAR ACCESS TO ADJACENT � LUUAII N A 70 VERIFY EXACT W j. W £ND LINK FENCE BOARD c1�. EX SIGN LOCATION AND DEPTH OF Z EX DRIVEWAY �' � EX 36" CMP lE 378.2 ( EX DRIVEWAY FENCE gy O EX 4.0' HOG � ,^bvp SE END PROPERTY OWNERS SHALL BE MAINTAINED I IEX 12" CONC EX 12" CONE lE 3971 gip, SSCO 2 EXISTING DRY UTILITIES 0.5 MIN J W TRASH RACK AT ALL TMES ANY DISTURBED ASPHALT lE 395.0 E END) (W END) Y oRR _ 17 +00, 5.0 T CLEARANCE IS REQUIRED. a WIRE FENCE / ( ( EX. CB k EX. 12" CONE !E 3970 N V m fX. 72" ADS IE 380.5 INT 10 +00.00 SE 2ND PL OR GRAVEL IN THE EXIS77NG DRIVEWAYS - CONTRACTOR TO INSTALL E END " TOP 399.82 ~ W (SE END) - 9 +98 45 HODUTAM AVE NE SHALL BE REPLACED /N KIND. ;TRacER -TAPE IN TRENCH w !NT 16 +60.61 SE 2ND PL li: 8" CONC !E 398.51 (OUT S) a i1 EX 4.0' HOG s FOR ALL 8° PVC C -900 = 10 +00.00 JERICHO AVE SE Wy' - EX CB x WIRE FENCE IFORCE MAIN (TIP) i- TOP 399.91 Q 1.. / CONTRACTOR TO VERIFY EXACT LOCA77ON AND DEPTH 8" CONC. lE 398.49 (!N -N) OF EX. B° D.1. WATER PRIOR TO C0NS7RUC770N. TO 8" CONC. IE 398.45 (OUT -W) f� ASSURE 0.5' MIN. SEPARATION BETWEEN PIPES, INSTALL RIGID FOAM PAD IF LESS 7HAN 1.0' CLEARANCE. N_ �N W� ® Q x PROVIDE 3.0' MIN COVER OVER 81 SEWER FORCE MAIN a c O 2 ry T O ✓ Z CAUnON.• EXTREME CAU77ON SHOULD BE y w I v ti Hw .,. USED WHILE OCIRK/NG NEAR EXISTING GAS -- - ._--- _ - -_ -_ __ W W WN \ -_ -_ -_ PIPELINE. DAMAGE TO PIPELINE COULD - - - -- - o o F �I RESULT IN SERIOUS /NARY AND DAMAGES z o _ +o o CAUTION! + EX WATER MAIN O 0 a 4 (EXACT DEPTH 2 p O O - FINISH � GRADE DESIGN ONKNOWN) Y y IS SHOWN FOR! ICAU7/ON/ z W CONSTRUC7/ONIOF CURB iEX. GAS MAIN T -_ �. -- 00 ® �I 400 - - - 4 V - - -- - -- - - 0.32 =CURB FLOWL/Nf r(EXaC7TlEP7A -"'� J * w - -� _) UNKNOWN) 2 o EX WATER SERVICE EX, 18° CONCC o 0' MIN. TO BE MAINTAINED / 300' -8° PVC C -900 3 COVER ^ / -Ip u O S S 8 JO wA7ERMIAN�.i _ Q .. - _._.. -._ _.... .....___ __... .. __ -___- r-_- - _- ZT4' =B• C-900 _- _- SSCO 2 PVC i � .. - -- I : / CONNECT TO EX. TOP 399.7 B D.I. WATERMAIN 395.5 z HORIZONTAL BENDS _E a WATERMAIN CON77NUITES .. - -- EX. CB y - ..._TD- {JORAi:-(5fE ... TOP 399.91 y �^ @ 8 PVC lE 398.26 !N S - m PL 5E, SHEET 4J 8 ( ) b b b 8" CONC. lE 39771 (IN -SE) = m o ... .- / . _. _ % , 00 .- - _ _ y. __ __.- ___ -_ -_ _ -. 18" CONC. IE 39756 OU n p s <y° .9® m o -.. .. _. _. ,.__ -. / j �- 1 ,8 C 9 {� TOP 391.6 - _ _.__ __ _ -. EX. 4" WATERMAIN (ABANDONED) T W) 3.90 o tt PROPOSED FINISH „ i /� 28 - ! a a O ` ) Y l�l�gg oR €S o= rl. PV G� 1 2 i i r (EXACT DEPTH UNKNOWN) ip GRATE -' ! 63 -8 PVC C-900 78 °i ST 1E 391.7 CAUTION! Ljj o a u C c aim ' EX 8 D I WATERMAIN m i 8 SS CROWTI EL. 391.1, : LLJ 0 1! (EXACT DEPTH UNKNOWN) - _ 6° MIN CLEARANCE REQUIRED : : Vi i o _.�_ ___. .._.___ �� - - ___- _. -'.✓=' - _- ______- __ -_ __- TOP 393 _ I T .. i _ .O( 11� MIO4A¢. L MAlHESONI, PE B' IE 3119.3 s : ! _ - ✓'i1 1 -8" "x45• BEND (MJ) PROJECT 1JANAGBR PETE= SURVEYOR Lu MICHAEL AL MOODY, PE - j PRRECI' ENGINEER r FEW SUMMAL DATE: 7 /19/06 380 < . __.:: - _.SSCO J7FREYL COX ASIA aOf 80 8 Pf 3 a Q 'f r U PROJECT LANDSCAPE dRCBiTBCf 3 it 361,10,' �: Q ALL PROPOSED SANITARY SEWER SCALE: NW: 11-40' TM-N /A (SEE SS2 PROFILE, w -' SHEET 31) MANHOLES SHALL BE 4810 UNLESS o h.. OTHERWISE INDICATED. s= M - caunoN LOCA77ON OF EXIS77NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT BE (SEE HOQU/AM AVE NE CONTRACTOR S RESPONS/a!V 1Y 7O FIfLDE ���P� LW By y�0 PROFILE SHEET 15) 70 - vERiFr LOCATION of ununES PRIOR TO „ , _ -- - -- - - - 370 ' PROCEEDING W17H CONSTRUCTION. YOU z pi MUST CALL 1 -800 -424 -5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE m p� w (SEE HDQD/AM AVE NE BEGINNING EXCAVATION WHERE ANY arc pEDISTB��V2� PROFILE, SHEET 15) UNDERGROUND U7JUnES MAY BE LOCATED. 9stonrAL $� FAILURE TO DO SO zo SUBSTANTIA REPAIR COSTS. SEARING °W EX 48' CMP lE mm 0 (N ENO) �+ p'� - -_ _.._ -.. -__. -.... _ -. _. _._ _. _. _ -. _..... _. _. -._. -.... _.___ EXPIRES. ;;;;/08 �-7 oU S - -. EX 50 -48 5D _..... _ -. _- -... SE 2�D PLA4sE.._ / /!// W Checked for Compliance to City Standards �� N� v� Ex. 46° CUP lE 378s PROFILE SCALE UNLESS SIGNED AND DATED 5 ENO! - 1 = HOR/ZONTA id.. i /l /✓ E .A GROUND PROPOSED FINISH GRADE JOB N0. EL. __T_ ' - AT 71P : EL. AT TYP 03-185 j� � D \m o ^ m N ry m ^ SHEET N0. 32OF 36 o cn o T ro m °m m ro ro ro m ° m m m m rn o m o o v Z 10 +00 11x-00 12+00 13+00 14 +00 15 +00 16 +00 17 +00 18+00 ®2007 TRIAD ASSOCIATES cb',,5-3340ob _ * - .. _, FR i 7 �7_ w �N Y c H ' W �I! i a a 5 Cn in n n o� �o 9'_ Y W W ry C) V) r a w Z o r IE- -•i-I I°N�y--1 W z z r 5 Z z tr 3ME 0 21 of 3.71 381 OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., Vi > - j EX EX EX CB iWV FyH EX. CB TOP 400.24 TO CB TOP 401.54 12" CPP IF 396.56 (0,T TOP PP IE EX 6 CHAIN –LINK FENCE 12 CPP lE 39781 (OUT E) - ---. -� 12 CPP IE 39fi 46 (O�U __T E) gkgk' 12" CPP lE 396.27 (IN –W) PP lE 396.2 (OUT – ) ISp 12 C 3 2-EX. WVS 402 j W EX. Sc 300 8 PVC C -900 ..3 EX XFR EX TT SCALE: 1° = 40' 4:7G 225' -8° -- .. —_ - -.— - -- —�_ 23 CLEANOUT 2 EX ORA VEL 20 +00, 5.0 RT PVC C -900 x — x EX 5' BO — x BOARD FENCE X 7. ` J x fX. x CA TE — JI EX SSMH 0 20 40 80 RIM 400.64 - -� 72 " PVC IE 390.07 J Z U H VEHICULAR ACCESS 70 ADJACENT 1 -8° °x11 -1 4' BEND MJxFL 22 +25.00, 0 RT 5.0 (TOP OF SYSTEM) h Q SST NO. 33OF 36 PROPERTY OWNERS SHALL BE MAINTAINED AT ALL 77MES ANY DIS7URBED ASPHALT OR GRAVEL IN THE EX7S7ING DRIVEWAYS SHALL BE REPLACED IN KIND. CONTRACTOR TO INSTALL TRACERL TAPE IN TRENCH FOR ALL IN PVC C -900 FORCE MAIN (TYP) CONTRACTOR TO VERIFY EXACT LOCATION AND DEPTH OF MIN. CLEARANCE IS REQUIRED. MIN. L RA U77LI77ES. E ORE Sim _. F '0 'R TRLkD ASSOCIATES �Ava. NE IOddand, WA 980346923 425.821.8448 425.821.3481 tax 800.488.0755 roll tree w tladaesoc.wm q_ LOOCA ON OF EXIS77MG U77LI77ES SHOWN IS APPROX/MA7E AND MAY NOT BE ACCURATE OR ALL INCLUS/VE. IT IS THE CON7RACTOR S RESPONSIBILITY 70 FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING WITH CONS7RUC77ON. YOU MUST CALL 1- 800 - 424 -5555 NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS EXPIRES: 3/19/08 —� 2 Q STAN ROT VAl]D N H JOB NO, 4 03-1465 SST NO. 33OF 36 3 W uj V ca W 02007 TRIAD ASSOCIATES Qa O 2N LL U y W v 0 0 4 ~ V 0 a z h a12 a o a MICHAEL L MA>t#SOV, PE PROJBCT YANAGE8 NICK A WNGFJO PL4 PROJECT SURVEYOR MIC.4AEL A MOODY, P£ PRWECT ENGDIEBIi .EFFREYL COX ASIA PROJECT LANDSCAPE A mffiCT FIRST SUWITAL DATE: 7 119 106 ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4870 UNLESS SCALE: JIM: 1 -40' 9861:N /A LOOCA ON OF EXIS77MG U77LI77ES SHOWN IS APPROX/MA7E AND MAY NOT BE ACCURATE OR ALL INCLUS/VE. IT IS THE CON7RACTOR S RESPONSIBILITY 70 FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING WITH CONS7RUC77ON. YOU MUST CALL 1- 800 - 424 -5555 NOT LESS 7HAN 2 FULL BUSINESS DAYS BEFORE BEGINNING EXCAVA77ON WHERE ANY UNDERGROUND U77LI77ES MAY BE LOCATED. FAILURE 70 DO SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS EXPIRES: 3/19/08 —� Checked for Compliance to City Standards STAN ROT VAl]D UNLESS SIGNED AND DATED JOB NO, 03-1465 SST NO. 33OF 36 02007 TRIAD ASSOCIATES erJ•5- 334007 CI ro i ry o N ro o H 9 V-) C/) I n n n Y W W v S (n w a ® � E- E- I.--I W OF + �O v r �3 0 III ]INE >O Ln lil FUTURE BUILDING SEWER W'I 'NS STENCIL ON SIDE WORDING o SEWER" WITH 3" HIGH BLACK LETTERS AND }6 WIRE WRAPPED 6" SIDE SEWER AND BUILDING SEWER AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. UNLESS 0771ERVASE APPROVED BY THE CITY MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS 57EEL BANDS WHEN CONNEC77NG NEW SIDE SEWERS TO EXISTING MAIN. W77?lF7ED CLAY, PLAIN AND REINFORCED CONCRETE, D7 PIPE AND C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED 60" ALLOWABLE MAX i UNLESS OTHERWISE SHOWN ON PLAN, SIDE p5 [FOR AST IRON PIPE 'M°G SEWER SHALL HAVE AMIN /MUM 25 COVER CONCRETE P�.5 CTILE IRON PIPE PNOLEO aGKWN AT PROPERTY LINE OR 3 -5' LOWER THAN \ 774E LOWEST HOUSE ELEVATION, WHICHEVER BLOCKING MPX'GF IS LOWER. GO 2R MIN SLOPE �6'" SIDE OUTLET TEE HORIZONTAL 6" MIN. r SEWER MA /N SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION STANDARD SIDE SEWER INSTALLATION DETAIL NOT TO SCALE CITY OF RENTON DWG. NAME, BR39 SP PAGE: B078 SANITARY SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACE$ INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, • WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE CITY OF RENTON DWG. NAME: BR28 SP PAGE.. B071 SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. 3 4" SQUARES SPACED - 314 AS INDICATED - HT. 1 8 RAISE -1/2" WIDE BORDER 1 -1/4 CASI PIPE M BY THI SANITARY SEWER CLEANOUT DETAIL NOT TO SCALE CITY OF RENTON DWG. NAME.. BWIBB SP PAGE. B076 2 h EX. SSMH 8858 N07E• N MJ TEE AND BEND SHALL HAVE RESTRAINT JOINTS y £X. 12" IE 390.07 (OUT) 2 112- D/A BLIND FLANGE AS DAM -8" Of TEE (MJ) NEW 8" (IN) KOR -N -SEAL CONNECTOR CORE DRILLED 5/8" ANCHOR BOLTS RELW- STAINLESS STEEL CLAMPING BRACKETS OR 8" 91 4" MAX. CHANNELIZE SHELF MIN. 2 DEEP 0 El=-*---;;_ o , o•0 8" lE 390.82 00 0 o O Oo 1. R P TEE TO BE INSTALLED MINIMUM OF 3' BELOW CONE SECTION 2 INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE CITY J. INSIDE DROP IS ONLY ALLOWED ON EXIS77NG MANHOLES 4. CORE DRILL OPENINGS FOR NEW PIPE. 5. RECHANNEL BASE WITH 3000 PSI CONCRETE. HEIGHT OF CHANNELS SHALL BE NO LESS THAN 314 OF PIPE DIAMETERS 6. REL/NER STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF B0774 BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MINIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED U77LIZING STAINLESS 57EEL EXPANSION BOLTS MIN. 2 EACH AT CONNECTION POINTS INSIDE DROP SANITARY MANHOLE DETAIL NOT TO SCALE SANITARY SEWER N07ES AND SPECHICAMN2 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 7. IT SHALL BE THE RESPONS /B /UTY OF THE CONTRACTOR TO OBTAIN STREET SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. THE WSDOT/APWA STANDARDS At. "0 SPECIFICATIONS . PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES 2. THE HOURS. OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE -TED TO DIWS /ON, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS 8:30 AM TO J30 PM ON WEEKDAYS UNLESS 07HERMSE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT -6222 ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE 9. A COPY OF THESE APPROVE D PLANS MUST BE ON TIif JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS TRANSPORTATION D1001" 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS 70. THE CONTRACTOR SHALL PROND£ THE CITY OF RENTON WITH AN AS -BUILT IN ADVANCE. ORA WING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED J. ALL CONSTRUCTION SHALL BE /N ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED PROFESSIONAL SURVEYOR. BY WASHINGTON STATE CHAPTER AMER /CAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPEC/FICA ]IONS. 11. BACKFlLL SHALL BE PLACED EQUALLY ON 807H SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM 4. ALL LOCATIONS OF EXISTING UTIU77ES SHOWN ARE APPROXIMATE AND IT DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA17ON SO AS TO AVOID DAMAGE OR DISTURBANCE. DIAMETER ON EACH SIDE OF THE PIPE OR TO 774E SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 5. A PRECONSTRUC77ON CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE 12. OPEN CUT ROAD CROSSINGS FOR U77UTY TRENCHES ON EXISTING TRAVELED CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMI7S PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXIS77NG ASPHALT SHALL BE NEATLWE CUT REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH MUST BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKILLING ALL CONSTRUCTION. PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. in 1 12" WEB 8 PL. " 3 /B" D PATTERN EGRAL ON TOP -1 4" of 24., C14" --I �1 -1/4"' 17 2J-114" OOD _ 33 -1 4" 7" SEAT SECT /ON A -A FRAME /NON - LOCKING) COVER INON- LOCKING/ FOR iI N.C. x 1-1/4" 518" A S.S. SOC 740. CAP SCREW (3 REQ D.) Lr / / B TYPICAL NON -SKID 112" (TYP) 0- (T YP) A -10 PATTERN �jI -� �_-- 2 -1/2 "• L2•. 1 8'" 0 0e0�g B I 25„ (T SECTION B -B 2" RAISED LETTERS AS RED D. SEE NOTE No.3 BELOW UNDERSIDE SHOWN FOR CLARITY 314" CORE (TIP.) ON 23" B.C. DRILL AND TAP 5 8 "-if N.C. 1 -112" CORE(TYP.) (LOCKING) ON 23 " B.C.(TYP. 3 PL) N07ES, FRAME /LOCKING) COVER 1. FOR NON - LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. J. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN' ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER'). MANHOLE FRAME AND COVER DETAIL NOT TO SCALE CITY OF RENTON DWG. NAME, BR29 SP PAGE: 8074 W (SEE NOTE 4) W SEE NOTE 4 I LIMITS OF PIPE ZONE I UM /7S OF PIPE ZONE BACKRLL MATERIAL SEE NO7E 5 CONCRETE CLASS C BEDDING MATERIAL (SEE NOTE 8 C FOR FLEXIBLE PIPE B FOUNDATION LEVEL (SEE NOTE 7) ° jDESIQ1 FOUNDATION LEVEL B A (CLASS A w sEE N07E 4 !CLASS F DESIGN/ LIMITS OF PIPE ZONE BEDDING FOR FLEXIBLE PIPE BACKFlLL MATERIAL SEE ..07E 5 BEDDING MATERIAL A,6 FOR RIGID PIPE NO TES, (SEE N07E 6) 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. FOUNDATION LEVEL - --��1r e- --�TTL 2. HAND TAMP UNDER HAUNCHES L" B J. COMPACT BEDDING MATERIAL TO 95R MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. JJJ... HAND TAMP ONLY. /CLASS S. C. D. DESIGN/ 4. SEE 'EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SEC77ON BEDDING FOR RIGID PIPE OF THE STANDARD SPEC/FlCTA77ONS FOR TRENCH WIDTH 'W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING THE MIN /MUM CONCRETE WIDTH SHALL BE 1 -112 I.D. + 18 ". BEDDING CLASS DESIGN 5. TRENCH BACKFILL SHALL CONFORM TO 'BACKFILUNG SEWER TRENCHES" IN THE DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE 4"1 BACKFlLL MATERIAL. A 1/4 I.D. �° 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE 12" MAX STANDARD SPECIF7CA77ONS FOR THE MATER /AL SPECIFICATIONS. B 114 as 111 a0. 118 aD. MRO O.D. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN 774E AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. C 314 aD. 112 D.D. 118 aD. aD. - R. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. ' A = 4" MIN. 27" I.D. AND UNDER 6" MIN OVER 27" ID. PIPE BEDDING FOR SANITARY SEWERS NOT TO SCALE CITY OF RENTON DWG. NAME. BWl8C SP PAGE.- B077 13 DATUM SHALL BE CITY OF RENTON, NAD 1983/1991 & NAW 1988. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERMSE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONS7RUC77ON. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNWELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETEn ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. FR rA- I1 54,33400S Checked for /Compliance to City Standards 02007 TRIAD ASSOCIATES 016'.V63002) Z Q Q Y. W Q y 2 k Q V cc L W 2 v, V 0 W 0 U NICK A MGM PLS PROIEI'F SURVEYOR MIa4AEL A MOCOY. PE PRO16Cf ENGBODD2 JUFA£YL CaK ARA PRORIN IANDSCEE ARCIDTECf FOIST SDBMAL DATE: 7119105 SCALE: RNIZ:N /A VMZN /A EXPIRES: 3/19/0a 1 1;70/a7 STAMP NOT VALD) UNLES,s SM MID DATED JOB NO. 03 -185 S= NO. 34 DF 3B { ro o � , o y ' ! 1 O TRLkD ASSOCIATES 12172115.. Ave. NE Kirkland, WA 98034 -8923 425.821.8448 425.821.3481 fax Bee wo.488.0758 roll - briadassm.- f Q i�. � 2 � Z > 3 Z Q Q Y. W Q y 2 k Q V cc L W 2 v, V 0 W 0 U NICK A MGM PLS PROIEI'F SURVEYOR MIa4AEL A MOCOY. PE PRO16Cf ENGBODD2 JUFA£YL CaK ARA PRORIN IANDSCEE ARCIDTECf FOIST SDBMAL DATE: 7119105 SCALE: RNIZ:N /A VMZN /A EXPIRES: 3/19/0a 1 1;70/a7 STAMP NOT VALD) UNLES,s SM MID DATED JOB NO. 03 -185 S= NO. 34 DF 3B { ro o � , o y ' ! 1 O I a (n 1 q o � 9 Y W Ld (n FT-I� O O E- E- ,___I W U � r r z .. _ -_._ - ' ` I f.. INT 5 ±65 PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. T� INT 13 +2624 NE 2ND ST' III EX CB ■ YR L F•k ■ !NT 13 +70 17 HOOUTAM PL NE = 23 +15.39 JERICHO A VEI S t IIII RIM 419 78 1. Z �iL ate/ 9 +1666 NE 2ND STREET E X SOMH, T Y P E 11 72" I 12' CONC. lE 41744 ( N ) C I A T E S S _ W /SOLID LOCKING L!0 I � 12 � CMP 4]746 (E) .- ._ LOP 420 7, - W 18 CONC IE 417J6 (S) • • . 36" 1E 407 8 (1/J T- - • �- 36" lE 40784 (OUT -5) IfE KkkWd, WA 980346923 NE 2ND S TREE TI 425.e21.e44e 1 i Y .� -z --_-�- - 1-. - 13 r - SD - - - - - - SD - 425.621.3481 fax =- f ­ 11- +`° �O --y- - - aoo.4ae.ms6 toff rree Gwww.trletlassoc.mm -- - -- -�� N _G ektR - sa ovP--- �-oti�� -- -��- CB 14 CB 95 Ex ce r - -- INTAKE 15 o EX cB CB _ 70P 419.51 1`3 TOP 419.02 I vl 2 12" CONC. IE 417.53 (N) 18 CONC. IE 416.85 (N) f .2 CONC. IE 41.52 (s) z CMP lE 416 99 (E) 12" CMP lE 416.55 (S) Z 1 41 W 4 III 11 Lu,I Q I'i I I 2�II I�' III I a - WI IIII I Q t I 1 I � I I EX CB N TOP 47736 vJ III �; I 3 { EX 12" CMP IE 474 65 (N) ` ! n '••Aiii j :- I,I,�yI, EX 12" CMP IE 414 -57 (S) V Z OHPy }-oHP L O V SCALE: 1 " = 40' y = 39 o zo 4o 80 0 4 is I °. Ali l O O 2 � 2 _- _ INLET 41 I SSMH 22 (� V Z r� -PI W . cB 11 CB 41 li I' ii Ia III Its EX SOMH, TYPE 11 -54' O I W SOLID LOCKING LID I I II I I TOP 415.75 36" lE 406.39 (OUT =)S) ~ 37 36 35 1 ' _ I 38 34 1 III I TOP C8 4.81 V EX 12" CMP lE 412. 92 (N) EX. 4" PVC lE 413.559 (E) o �, EX. 12" CMP IE 412.73 (S) \ �1C6 17 ( - - -- - -. ,... - - -- -- - - -- - -- - - - -u 33 II I - - - -- • CB 40 0aa�� I =m ~ -- 2 28 2s 30 I 32 , I I I I I] IIII �.I 1 I I III I III I I TOP 4 1.43 ,uiw,�c _L ,vA0_Q'0N FE EX. 12, CMP lE 409.40(N) P � kGER IT I EX. 12" CONC. /E 409.39 (S) mm A. NN=, PLS PR07RCf SuMfOR /W OF �rcR1�PC .EFF7PEYL G0X A9�7 ' I � � ; I 1 I ' I (,I I I PRO]BCf U,1IDSCAPE eRCHITRCf Q I II 434004 FIEST sDRnrrel DATE: 711.9106 m i 31 CB 39 I I IIII Ili SCM: eM.:1 -40' VMN /A i i I TRACT C m I J i 111_ I I CB 35 27 21 11j l I I LOCCA SON OF EXIS77NG U77LI77ES SHOWN /S Y ± ' � I I APPROXIMATE AND MAY NOT BE JJi _ SSMH 21 ACCURATE OR ALL INCLUSIVE. IT 1S THE p�' pF g'A8H �O CONTRACTOR'S RESPONSIBILITY TO FIELD 7y INT 2 +63.67 NE 1ST ST SSMH 19 1 CB 42 ! - 17 +42.78 ERIE AVE SE VERIFY LOCATION OF U71LI77ES PR /OR TO �e a I 8 !NT 1 +00.00 NE 1ST ST , W NE 1ST ST �� EX. SOW, TYPE 11 -72" PROCEEDING WITH CONSTRUC77oN. YOU I 8 +35.03 ILWACO PL E W SOLID LOCKING CID MUST CALL 1- 800 -424 -5555 NOT LESS 26 : ui TOP 409.82 THAN 2 FULL BUSINESS DAYS BEFORE 20 "' I 36•' IE 401.96 OA B 81683 ,�ry BEGINNING £XCAYA7/0N WHERE ANY c" t�TaTgg � INT 7 +33.63 HOOUTAM PL NE , i OUTFACE r�Q h III 24" lE 401.85 (lN -E) UNDERGROUND U771177ES MAYBE LOCATED. s8/ONAL $� 3 +.N.DO NE 1s1 ST I I� I [� M )lI 24•' IE 401.86 (OUT -W) FA /LURE TO DO SO COULD MEAN BEARING Vii. I III III SUBSTAN77AL REPAIR COSTS EXPIRES: 3/19/08 �X. SD - - -SO =�-__ -sD� J I I OPENCP III `V I i TggeA__ CB 6 Q� Checked for Compliance to y Standards / C mplia Cit s Sr,� NOT v� SOMH I I = 16 +73.01 HOQUlAM AVE NE 1 Y€ „�• �- h 1� A %1 I -OHP- N- EX SOMH II TRACT F SSMH 10 SPACE f III UNLESS SICRRD AND DATED TOP 388.64 11 i - \� m "� R£CREA77ON 18" CPP IE 384.32 (IN N) 'I 11 I I I f / �_ _ ' ]OR NO. 1 36" CPP IE J79.75 (IN W) I: t - J __ / I , I! O3- 1 85 36" CPP IE 379.59 (OUT S) """111 -� -.. h -- :.... ti I I a ' OPEN SPA C ..• 7RAC�T DE ' "�_.:.c:. :.:'•......... i ' ./ SHEET N0. - 1 I II, h j / OP£N h' - EX. CB 350P 3S ..... �.n:....._. • I ID1 !I 3 ,- TOP 406.83 - EX. 12" ADS IE 403.79 (N) � (VV� EX. 18 "' ADS IE 40328 (5) z ®2007 TRIAD ASSOCIATES g•33400q iOMw�� .NUwz�c'� F R C ro ' m $ �N s 5 �l ' • w 0 i 9 'N SCALE: 1" = 40' 0 20 40 80 3.331010 Z Q ti 1Lw y O O Z Q O � V al WV O I W rr=AA O v♦ o v W O U a V Bl^� a a a o °z AWCNAEL L MATNESCW, PE PROJECT MANAGER MCK A WNGM PLS PROJECT SURVEYOR ABCHAEL A. MOODY, PE PROJECT ENGUM B TRLkD ASSOCIATES 1211211ith Ave. NE Mrkland, WA 98034-8923 425.821.8448 425.821.3481 f.. Bea 800.488.0758 km — .kiadaasac..M O Z_ j EX. ce TOP 400.46 H SCALE: HOB2:1 X10' 986J:N /A CPP Z Q ti 1Lw y O O Z Q O � V al WV O I W rr=AA O v♦ o v W O U a V Bl^� a a a o °z AWCNAEL L MATNESCW, PE PROJECT MANAGER MCK A WNGM PLS PROJECT SURVEYOR ABCHAEL A. MOODY, PE PROJECT ENGUM B .EFFREY L COK ASA Cr LANDSCAPE ARCHITP.CT MW SURM1TTAL DATE: 7119106 j EX. ce TOP 400.46 SCALE: HOB2:1 X10' 986J:N /A CPP ,- 18" CPP lE 397.59 (IN N) "[ 18" CPP IE 39759 (OUT —S) [ EX. CB TOP 399.91 S 2" PVC lE 398.26 (IN —S) f 8" CONC. lE 39771 (IN—SE) LO of ExisnNC ununES srJOwN IS 18' CONC. IE 397.56 (our -W) APPROXIMATE AND MAY NOT BE IS THE �y q 18" CPP IE 39741 (IN —N) ACCURATE OR ALL INCLUSIVE. IT 6� OF WA' 0 7y _.� .. .. _ T CONTRACTORS RESPONSIBILITY TO FIELD VERIFY LOCA77ON OF U77LI77ES PRIOR TO PROCEEDING WITH CONS7RUC71ON. YOU r F z MUST CALL 1 -800 -424 -5555 NOT LESS THAN 2 FULL BUSINESS DAYS BEFORE �a 4v BEGINNING EXCAVA77ON WHERE ANY 111843 IFS �Isfy8�°��2 UNDERGROUND U77LI77ES MAY BE LOCATED. BIONAy e� FAILURE TO DO SO COULD MEAN BEARING —� — — — — — — — — EX.. CB SUBSTAN77AL REPAIR COSTS F EXPIRES 3/19/08 TOP 399.82 8" CONC. IE 398.51 (OUT —S) EX.. CB Checked for Compliance to City Standards ,/201,�17 51,E NOT VALID TOP 399.91 8" CONC. IE 398.49 (IN —N) 8" CONC. /E 398.45 (OUT —W) —L7 —U % UNLESS SIGNED AND BATED JOB NO. 03 -185 SMT NO. 36OP 36 © 2007 TRIAD ASSOCIATES p.5 334D10 8CA10ME� MRi I 1 N o �J I. 0 i I LU W W EL (<L all N I E� 0 C) 0 E­4 z a 0 1 I O ro N of (6m ui -LA VV/V/ 38B-- T W EX. 12 CONC. IE 3873 (E END) EX; 79 CUP IE 38 0 V) 3gg, TR SHRACK gE 388 ry SDMH - x 3 2 wm'S I ,36" IE 399.9± EX. SDMH VERIFY TOP 388.64 18" CPP 1E 384.32 (IN-N) 36" CPP 1E 379.75 (IN-W) 36" CPP 1E 379.59 (OUT-S) EX. 4.0' CHAIN LINK FNC. PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. INT 1J+70.17 HOQUIAM PL NE EX. CB INT 6+65.60 NE 2ND ST 9+16.66 NE 2ND STREET INT 13+26.24 NE 2ND ST _Sf RIM 419.78 23+15.J9 HOQUIAM AVE NE = 2J+15.39 JERICHO AVE SE 12" CONC. 1E 41744 (N) EX. 8" PVC 1E 410.7 EX, 8" PVC 1E 411.2 EX. 12" DI 406.5 1E EX. SDMH, TYPE 11-72" 12" CMP 417.46 (E) / r (i END) (E END) ­11 ­­ ­ "I ­ /1) NE 2M S TREE T (L LIVU) - — -- — ------- - 5.00 L T rvvy CK r . ..... 4 LX 24-- GUNG. IL 407.5 '00 NE 15T ST J, EX (W END) 12 J+ 5.1 Or.'m P T "7+-.69. AS-CONSTRUCTED PLANS lw EX. 12 CPP 1E 405.5 (N END) (SEE ET I FOR SMMENT SHE TA ) -,EX. ROCKERY ZPA 0. 2007 TRIAD ASSOCIATES F EXPIRES: 3/19/ MJWV'--AOT V.11010 UNLESS SIGNED AND DATED JOB NO. 03-185 II�III NO. 270F36 ;1113 W W z 0 -LA VV/V/ 38B-- T W EX. 12 CONC. IE 3873 (E END) EX; 79 CUP IE 38 0 V) 3gg, TR SHRACK gE 388 ry SDMH - x 3 2 wm'S I ,36" IE 399.9± EX. SDMH VERIFY TOP 388.64 18" CPP 1E 384.32 (IN-N) 36" CPP 1E 379.75 (IN-W) 36" CPP 1E 379.59 (OUT-S) EX. 4.0' CHAIN LINK FNC. PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. INT 1J+70.17 HOQUIAM PL NE EX. CB INT 6+65.60 NE 2ND ST 9+16.66 NE 2ND STREET INT 13+26.24 NE 2ND ST _Sf RIM 419.78 23+15.J9 HOQUIAM AVE NE = 2J+15.39 JERICHO AVE SE 12" CONC. 1E 41744 (N) EX. 8" PVC 1E 410.7 EX, 8" PVC 1E 411.2 EX. 12" DI 406.5 1E EX. SDMH, TYPE 11-72" 12" CMP 417.46 (E) / r (i END) (E END) ­11 ­­ ­ "I ­ /1) NE 2M S TREE T (L LIVU) - — -- — ------- - 5.00 L T rvvy CK r . ..... 4 LX 24-- GUNG. IL 407.5 '00 NE 15T ST J, EX (W END) 12 J+ 5.1 Or.'m P T "7+-.69. AS-CONSTRUCTED PLANS lw EX. 12 CPP 1E 405.5 (N END) (SEE ET I FOR SMMENT SHE TA ) -,EX. ROCKERY ZPA 0. 2007 TRIAD ASSOCIATES F EXPIRES: 3/19/ MJWV'--AOT V.11010 UNLESS SIGNED AND DATED JOB NO. 03-185 II�III NO. 270F36 ;1113 I ai Y, w 1:2 Q 61 I QW C/-) I n n n N O liL it oa ti ro Q. NO O O vi m 63 C z a Z a: 0 0 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.W8 EX. 12- CONC. 1E -586.4 (N END) www.tdadassoc.com L EX. DRIVEWAY..t. ry EX. SDMH TOP 387 51 36" 1E 379.19 (IN-N) 36" 1E 379.19 (OUT-S) U) EX. TR EX. TV EX. 12" CONC. 1E 385.9 kv (S END) x EX. 6" ADS 1E 385.2 (N END) EX. DRIVEWAY PORTION OF SW 1/4, NE 1/4 SEC. 15, ITWP. 23 N., RGE. 5 E., WAI 'EX -F HI .4EX. BOLLARD Pm -7—�. EX. SGN*"Y- LINK FENCE BOARD = 'EX SIGN TOP J99 82 (W END) EX. 36 CMP 1E 378.2 \—EX. DRIVEWA Y FENCE (SE END) EX. 12" CONC. 1E 3971 8" CONC. 1E 398.51 (OUT S) WI TRASH RACK (W END) z EX. ca 0 TOP 399.91 t: INT 10+00.00 SE 2ND PL EX. 12" CONC. 1E 397.0 8" CONC. 1E 398.49 (IN-N) -- 9 +98.45 HOQUIAM AVE NE (E END ) f. � I. 99 INT 16+60.61 SE 2ND PL , 8" CONC. 1E 398.45 (OUT-W) --_EX. _4.0' HOG 10+00.00 JERICHO AVE S�" WIRE FENCE O A61 5 -3340 1-1, (C)2007 TRIAD ASSOCIATES f ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-6923 425.821.W8 425.821.3481 fax 800.488.0756 toll free www.tdadassoc.com L kv gY Plq *1 im . . . . . . . . . . . . W 4 EXPIRES: 31191QZ I STAMP NOT VALID UNLESS SIGNED AND DATED Sum JOB NO. 03-185 SHEET NO. 280p3d F cf) c/) I n n n 6 Ld W ry C-) F (f) 0 C:) M § ii < Ld M 4 0 s om PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. ASSOCIATES + 12112115thA-.NE + o KrldaM. WA 98034-SM 425.821.8448 425.821.3481 f- + Z-t 800-488.0756 toll free 'm M+ �trlad- -OSEO FINISH; PRa + ru 1 EXIS77NG GROUND ii Lu /a q (Trp) P IE 000�99 (IN)1403.88 ON-N) I -u 0. RIM Wan17- 41x50' T PC a rq j 5SVH 13 0. 411.40 r 13' -Y RIM 4ff. 6 1E 34 1E -39- 1E 49 T SS1 8 1E H" , SMTT 30) 8"ZE*93.9&-f0 -F 4Oa57 –7 __ � (14),)N --- — /E 4&56& d� 1E 4a3.87 (IN-�E --400- f Z t741 LF 18 Ij (CL 52) .8 WH 19 SWH I I RIM 06&,-5 40&71 E)4oa95 (w-); N a " IE 8i 38 -( /N N & lioa94 (?N-E) tjj -4 v qji + 4Oa27 YE 39970 CAM a" �F aiarig 8m IE oef.zqe (outs) 40a86 (SEE HOQUZAM PL NE PROFILE, SHEET 30) o 7- --j.9 (OUT-S) -392.35 . .... ...... ........ ....... ...... ....... . ...... ...... . .. . MIS SHEEI) .......... ... . ..... - -------- CC 271-8" PVC S --0 -0103 Lu u co 1E 34 1E -39- 1E 49 T SS1 8 1E H" , SMTT 30) cr) U) n n n Lli LLJ ry C) Z z E.. E- z IMF In z Ln ea io z PORTION OF SW 1/4, NE 1/4 SEC, 15, TWP. 23 N., RGE. 5 E., W.M. 420 410 cx 400 31 TRLAD ASSOCIATES 12112115th A". NE 0 WkIdand, WA 98034-6923 425.821.8448 425,821.3481 fax 8D0.488.0756 WO ft- -biadaesac— Z Z FOO 0i9-0 SSUH It 71' m z p C RIM N L-F) 400L 95 (/N N) Lj Uj 0 Q. . . . .... ...... ........... .... . ... ... . . . .. a -lA Z 60. LF 18-. 4 52: D4 NE 1ST CT PRORLE, SHEET 29)1 280--8- D.I. S=O - j Qc Cc . . ... . ........ ..... ... .. . ..... . ...... ... .... ..... RIM 06=aes 4" ............ ... . . ..... . . ..... . .. z J90 8" IE 491-86 S)MI.63 SSWH 9 T LL, 0 1 RIM .8" Ij =(11N�% Ma4J 8' IE 99e.39- (OU-S) va25 Z SE 21VD sTlWoumm .-..--.SEI- ..... . .... ...... ... . ..... .. ... ... ...... . .... .. .... .... ;t CO "W f 0-d I PRonLE: SC A J i�. o (Y� PRO. 4 1 0: WR77CA, 4 PRORL& SHEET 31) EKISDNG GROUND \ 1 EL AT 91 col 3 +00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 -------- ------- o C -I .1171G llOUl. 0 rrp W=0-7- -�rlp PROPOSED RNISH GRADE TYPE I Fil -v -- - --------- — 420 400 --400 yT N�, Ml� L -MAWESON. PE .14, 0, M& A.%ANCERt. PLS PROM SURVEYOR MICHAEL A. MOODY PE 'PRWECT ENGINM JEFTWY L, COX AS -A PROJECT LANDSCAPE ARCHUM FUIST SUBMFrrAL DATE: 7119106 + Sm. -4 ......... . ........ . .. 10 t— Cn L7 n n n I W W iY U 2 a a m a r� 6 "e E L am Co Y� €o F W ® O a z H Wy CJ W z >- ®z z �3 0 lim N 0 rn i Of HIGH PGVNT E1£V =- 398.23 NIGH POINT STA - 1+24.50 PW STA = 1+32 -PW ELEV = 39a4O PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., W.M. 1 RLAD AsS SO.C.IATES 12112115th Ave. NE MxMaM, WA 98034 -8923 425.821.8W 425.821.3481 fax 800.488.0758 toll free �netr�zd2s..o,.mm Z 1 +00 2 +00 di L) (5 Z M 0 V) cr wa z z E E w I m iw -0 Fla. ffl 01 %10— PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. RGE. 5 E, WAq wl r ^. V W.#. vvnf&-f1 V1%16.111 I IV ASSURE 0.5, A41N. SEPARA77ON BETWEEN PIPES, INSTALL RIGID FOAM PAD IF LESS THAN 1.0' CLEARANCE. ,O ,z oc co c 3.0' MIN. TO BE MAINTAINED COVER A G - - -- - - -------------------- PVC —900 rnivAlFrT in FY 11 8- WATERMAIN CON TO NORTH. (SEE IL I PL SE, SHEET 4). SSCO J TOP 398.4 8" 1E 392.1 .......................... L�63'-8- Pvc C-900 8 " SS 1E 390.4 8" 1E 389.j 1-8"x45- BEND (MLI) ............. Q) SSCO 2 TOP 399.7 8" 1E 395.5 EX. 4-- WATERMAIN (ABAN (EXACT DEPTH UNKNOWN) CAU77ON/ � EX, 8" D. L 'I WA TERMA IN (EXACT DEPTH UNKNOWN) 11, 0 EPA SCALE: 1" 40' 11 20 40 80 3 ""0 AS-CONSTRUCTED PLANS (SEE SHEET I FOR SWEMENT) Checked for Compliance to City Standards � I I I I 1 1 16+00 17+00 18+00 Q2007 TRIAD ASSOCIATES r9budritol 11MI "OlArri AMILAXILM11 FIRST SUBMITTAL DATE: 7119106 SCALE: HORTZ.: 1 =40' VIM.: NIA H, i < < M 3: M g M 3: M = M F- 3 ""0 AS-CONSTRUCTED PLANS (SEE SHEET I FOR SWEMENT) Checked for Compliance to City Standards � I I I I 1 1 16+00 17+00 18+00 Q2007 TRIAD ASSOCIATES r9budritol 11MI "OlArri AMILAXILM11 FIRST SUBMITTAL DATE: 7119106 SCALE: HORTZ.: 1 =40' VIM.: NIA H, i I Lii ! W En w ui Cn 12- ci li /V JJ I n n n tii n 0 ®0 ry 0- 0- W, I NMI= trt ttl O n 0 ®0 ry 0- 0- W, I PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., WIVI I ......... .. m `1 -8" "x11 -1,/4' BEND (MJxFL) 22+25.00, 5.00' RT CONTRACTOR TO INSTALL IRA CER— TAPE IN 7RENCH FOR ALL 8" PVC C-900 FORCE MAW (TYP) 12" PVC 1E 390.07 (TOP OF SYSTEM) 8" 1E 391.010 CONTRACTOR TO VERIFY EXAC LOCATION AND DEP7H OF EXIS77NG DRY UTILITIES. 0.5' MIN. CLEARANCE IS REQUIRED. 19+00 20+00 21+00 22+00 23+00 SCALE: 1" = 40' 0 20 40 80 ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS 0 7HER WISE INDICA 7ED. AS-CONSTRUCTED PLANS (SEE SHEET I FOR TA ENT) Checked for Compliance to City Standards I (C)2007 TRIAD ASSOCIATES www.tdadassoc.com I mm m F m a wail 'Lot," 1* w. O 41 ELI in CL gcz Ak 03 bl yo z roo 0 NO N m PORTION OF SW 1/4, NE 1/4 SEC. 15, TWP. 23 N., RGE. 5 E., WIVI I ......... .. m `1 -8" "x11 -1,/4' BEND (MJxFL) 22+25.00, 5.00' RT CONTRACTOR TO INSTALL IRA CER— TAPE IN 7RENCH FOR ALL 8" PVC C-900 FORCE MAW (TYP) 12" PVC 1E 390.07 (TOP OF SYSTEM) 8" 1E 391.010 CONTRACTOR TO VERIFY EXAC LOCATION AND DEP7H OF EXIS77NG DRY UTILITIES. 0.5' MIN. CLEARANCE IS REQUIRED. 19+00 20+00 21+00 22+00 23+00 SCALE: 1" = 40' 0 20 40 80 ALL PROPOSED SANITARY SEWER MANHOLES SHALL BE 4810 UNLESS 0 7HER WISE INDICA 7ED. AS-CONSTRUCTED PLANS (SEE SHEET I FOR TA ENT) Checked for Compliance to City Standards I (C)2007 TRIAD ASSOCIATES www.tdadassoc.com I mm m F m a wail 'Lot," 1* w. O 41 ELI in CL gcz Ak 03 EXPIRES: 3/19/042 X, I JOB NO. 0 3 0EET NO. 0 33OF30 37 F- UO L7 n (Z Y W W CY C) r Cn A 00 a la OJ F-�i z O 333 O _ PROPERTY LINE 3' MIN. 6' FUTURE - - , - TBU/LO1NG SEWER SW 1/4, NE 1/ " SQUARES SPACED - 314 INDICATED - HT. 113 E E3 #AS " E. 5 E., W. M. - I'--- -1/2'" WEB 8 PL B'" NON -SKID PATTERN Fsgti CAST INTEGRAL ON TOP 0 rl" r6„ A TT �R T l TRL 1L �� \) ASSOCIATES 72772115tfi Ave. NE "Me.M, WA 9=4 E323 425.821.8448 425.821.3481 f- 809.488.0758 Oil free - ,biatlessa - TEE W/ 7H 6" SIDE OUTLET Z 1 1 -114" 1/2 2" L 2 °x 4" STUD S92NCf MARKO\? PAINT UPPER PORTION ftHl7E ' 14' 45' (1 /s) BEND 4: ANS 57ENCX ON SIDE WORDING �I. 1' SEAT a SECT /ON A -A o StISER" WITH 3" HIGH BLACK e LETTERS D P WIRE MAPPED ?" ,� 2 -7/8" FRAME /NON- LOCK/NGI COVER (NON- LO CK INCH W Z AROUND THE S77JD AND EX71WDED - 8" SIDE SEWER AND 8(�MNG SEWER TO THE TOP OF THE SKID. FOR 5/8' =1f N.C. x 1 -1/4" UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST 6„ $ - A B r5 /6" 3/6„ r Z S.S. SIC. HD. CAP SCREW (3 REq'D.) 1 j-/. 15 "' < - y IRON SADDLE SEWRED 70 SEWER MAIN WITH STAINLESS STEEL BANDS p� - TYPICAL NON -SKID WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN o J p =0o� PATTERN Q VITRIFIED CLAY, PLAIN AND REINFORCED CCNOW7& D1 PIPE AND CT �o� y PIPE SEWER MAINS ARE TO BE CORE DRU_ED CAST IRON RING AND COVER \ (TY7) A °� ��0 `o B 25' G q NOTE P IPE MATERIAL AS PEGFTEO , SECTION R -R fqw ! 1Q. 60" ALLOWABLE MAX 1 UNLESS O7HFRW15E SHOWN ON PLAN, SIDE BY THE ENGINEER 2" RAISED LETTERS AS Q 1: J•5 MIX h5 FOR CAST IRON PIPE 1i♦ ,r SEWER SHALL HAVE A MINIMUM 25' COVER REq D. SEE N07E No.3 BELOW CONCRETE / 1,- OR DUCTIC£ TROY PIPE /l 'K�CON AT PROPERTY LINE OR 3 -5' LOWER 77-IAN BLOCKING �'�MVN 25 PV'V.� b1- THE LOWEST HOUSE ELEVATION, Y"OfIL LR i° UNDERSIDE SHOWN )FOR CLARITY /5 LONER. 3/4 "" CORE (TYP.) DN 23" B.C. IN SLLAE ` DRILL AND TAP 5 8 " -1f NC. 1 -1/2" CORE( -) (LOCKING) uj PLUG TO BE SEALED ON 23" B.C.(TYP. 3 PL) (O. 6" MIN. V 6"" SIDE OU77ET TEE I HORIZONTAL NOTES• �i Z V (' - /N SAME MANNER AS FRAME /LOCKING) COVER ` SEVER MAIN SEWER MAIN -7 - MAIN SEWER JOINTS 1. FOR NON - LOCKING USE OLYMPIC FOUNDRY No. MH 3O OR EQUAL. - - 2 FOR LOCKING LID USE OLYMPIC FOUNDRY N. MH 30 D/7 ORE QUAL ®. CONCRETE BLOCKING ANGLE TYPICAL- SIDE SEWER ELEVATION J. USE FRAME AND COVER FOR STORM (PEGFY 'BRA /N•' ON COVER), W I OF TEE AT MAIN OVER 25 ELEVATION SANITARY (SPECIFY 'SEWER'), OR WA7ER' (SPECIFY "WATER ). STANDARD SIDE SEWER INSTALLATION DETAIL SANITARY SEWER CLEANOUT DETAIL MANHOLE FRAME AND COVER DETAIL y Z Q NOT TO SCALE CITY OF RENTON DWG NAME BR39 NOT TO SCALE CITY OF RENTON DWG. NA ME, BW78B NOT TO SCALE CITY OF RENTON DWG NAME: BR29 /� Z P PAGE 6078 SP: PACE.- B076: SP PAGE.. 8074 V� lISGlL._ SANITARY SEWER MANHOLES SHALL HALE ALL IN71MOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING`;NASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE IW17E SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE CITY OF RENTON ONG. NAME BR26 P PAGE B071 RIM EL 400.64 V W W SEE NOTE 4 V 1/2' DIA BLIND FLANGE AS DAM W SEE N07E 4 LIMITS OF PIPE ZONE LIMITS OF PIPE ZONE - BAGRFILLMATEfIAL V 2 8" Of TEE (M✓) 111 b�1 () CONCRETE CLASS C BEDDING MATERIAL ' m pq - NEW 8' IN (SEE -NOIF 6) IQ FOR FLEXIBLE PIPE B EX SSMH 8858 FOUNDATION LEVEL + (SEE NOTE 7) KDR -N SEAL CONNECTOR + FOUNDATION LEVEL A E CORE DRILLED }-B - (CLASS A DESIGN/ A '- MNO� AND BEND z (CLASS F DESIGN) SHALL HAVE RESTRAINT.. W SEE NOlE4 LIMITS OF PIPE ZONE m. k 5/8' ANCHOR BOLTS BEDDING FOR FLEXIBLE PIPE 's. JOINTS. BAGfFlLL MATERIAL _ 2 �", Wo RELINER STAINLESS STEEL ADJUSTABLE ( N0 7E 5) 6' "i CLAMPING BRACKETS OR APPROVED EQUAL. � Y $ �' �'�� EX. 12" /E 390.07 (OUT) o BEDDING MATERIAL } 2 8" DI FOR RIGID PIPE T I C NOTES: Y z (SEE NOTE 6) Ji 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. rt awa� 4" MAX. FOUNDATI HAUNCHES LEVEL 2 HAND TAMP UNDER HAUNCHE 8'x90' BEND MJ) _1 xPE I� `B J COMPACT BEDDING MATERIAL TO 95.E M X DENSITY EXCEPT DIRECILY OVER PIPE. ° ', ENCASE IN ,CONCRETE HAND TAMP ONLY. �. OF TRENCH H - -- (CLASS 8. C. D. DfS /GNI 4' OF THE STANDARD ASPECIFIC A77ONS FOR TRENCH WIDTH £W AANDR7RENCHING OPTIONS MIN LIZ BEDDING SHELF BEDDING FOR RIGID PIPE MIN 2- DEEP, THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1 f/2 I.D. + 78': fPS}�i��-K`A 8" lE 39D.B2 F B ®DING CLASS DESIGN TM 0 000 0 o O 00 - 5 TRENCH SEWERS .SHALL CONFORM TO BACKFlSPEC SEWER TRENCHES- THE NO1FS SANITARY SEWERS SECTION OF THE STANDARD DIAMECA770NS EXCEPT THAT ROCKS DIMENSION CLASS A CLASS CLASS C CLASS D CLASS F OR LUMPS THAN I- PER FD07 OF PIPE DIAMETER SHALL NOT BE USED IN THE M/dIAEi' L MAIHESLW, P£ " PROJECT MANAGER a 1. DROP TEE 70 BE INSTALLED MINIMUM OF 3• BELOW CONE SECTION t° eoFL BACKRLL MATERIAL , 2 .INSIDE DROP MANHOLE SHALL BE INSTALLED ONLY WHERE APPROVED BY THE CITY A 114 �'P' : 11RO 6. SEE 'BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF 774E .NICK A NNGM PLS J. INSIDE DROP IS ONLY ALLOWED ON EXISTING MANHOLES 1Z° : STANDARD SPEGFTCA 77ONS FOR THE MATETRIAL SPEC /FICA77ONS PRCNRLT SURVEYOR x'" [" .. 0 B r/4 m. 1/2 as 1/a m. axo m. 7. SEE 'BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SEC71ON OF MICHAEL A. MOODY, PE � 4. CORE DR /LC OPENINGS FOR NEW PIPE. - STANDARD - SPEGFlC47701V FOR THE MATERIAL SPECFlCATIONS PROJECT sENGINEER S RECHANNEL BASE NTH 3000 PSI CONCRETE HEIGHT OF CHANNELS SHALL BE C a/4 aD. 1/2 as - 11a as as - :B. PIPE MUST. BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS ,GREY L Cox ASA... NO LESS THAN 314 OF PIPE: DIAMETERS -: MAINTAINED. " PROJECT LANDSCAPE ARCHITECT 6. RELINER'STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED: EQUAL + A = 4 "M /N. 27 ID. AND UNDER SHALL BE INSTALLED WITHIN 6' OF BOT14 BELL AND SPIGOT ENDS OF EACH DROP 6" MIN. OVER 27" LD. FM SURE= DATE; 7119106 PIPE IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER S7RAPS SHALL BE : - PIPE BEDDING FOR SANITARY SEWERS SCALE: S0I8Z.: N/A VMf.:N /A INSTALLED WITH A MINIMUM SPACING OF. 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN. .2 EACH AT NOT TO. SCALE CITY OF RENTON DING. NAME, BWI?C . CONNECTION POINTS SP PAGE, 6077 -. INSIDE DROP SANITARY MANHOLE DETAIL NOT TO SCALE SANITARY SEMEN N07ES AND SPELYf7CA7/ONS: 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WIH THE STANDARDS AND 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET 13. DATUM SHALL BE CITY OF RENTON,. NAD 1983/1991 & NA 1988. _ G1+'p4 WA8y 0 SPECFICA DONS OF THE CITY OF RENTON AND THE LATEST ED177ON OF USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. THE WSOOT/APWA STANDARDS AND SPECIFICATIONS. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERWISE B. PLANS APPROVED BY THE CITY OF RENTON, : DEVELOPMENT SERVICES STABILIZED TO THE SA77SFAC7701V OF THE DEPARTMENT: FOR 774E 2 THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO DIVISION, SHALL TAKE PRECEDENCE OVER ALL 07HER PLANS PREVEN7701V OF ON -5 17E EROSION. AFTER THE COMPLETION OF 8:30 AM 7B 3.30 PM -ON WEEKDAYS UNLESS- OWRW/SE APPROVED IN _ -. ;. - CONSTRUCTION - .. ... WRITING BY THE 7RANPORTARON DIWSION AT 277 -6222. ALL STREET 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER ate43 CLOSURE$ PAR77AL OR FULL, SHALL BE APPROVED BY THE CONS7RUC77ON IS IN PROGRESS 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERTY PREPARED. 7RANPORTA770N DMSION 24 HOURS IN ADVANCE. THE POLICE FOUNDATION IN ACCORDANCE WW7H SEC7701V 7- 023(1) OF THE CURRENT X89 OVAL b Z•, DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS 10. THE CONTRACTOR SHALL PROVIDE THE_CITY. OF RENTON WITH AN AS-BUILT STATE OF WASHINGTON STANDARD SPECFICATIONS FOR ROAD AND BRIDGE /[/� C I� IN ADVANCE DRAWING OF THE SANITARY SEWER SYSTEM. WHICH. HAS BEEN STAMPED AND CONS7RUC770N. THIS SHALL INCLUDE NECESSARY LEVELING OF THE A&CONSTRYV TED PLAMS 1 - - SIGNED BY A LICENSED PROFESSIONAL ENGINEER. OR LICENSED'.. TRENCH BOTTOM OR THE TOP OF THE OF THE FOUNDATION MATERIAL AS (S1� SHEET 1 FOR STATEMENT J. ALL CONS)RUCDON .SHALL BE IN ACCORDANCE WITH THE STANDARD PROFESSIONAL SURVEYOR. WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MA7ERIAL TO EXPIRES: 3 isl PEaRCANONS FOR MUNICIPAL. PUBLIC WORKS CONSTRUCTION" PREPARED UNIFORM GRADE SO THAT 774E ENTIRE LENGTH OF THE PIPE W ILL BE BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF. THE PIPE IN SUPPORTED ON A. UNIFORMLY DENSE UNYIELDING BASE PIPE BEDDING LATEST EDITION. (APWA) AND CITY OF RENTON STANDARD SPECIFICA BONS LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. Checked for Compliance to City Standards INCHES THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM STAMP NOT VALID 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE- (PVC)RUBBER : - - - UNLESS, SIGNED AND DATED ,. SHALL BE THE CONTRACTOR'S REPONSIBILI7Y TO VERIFY 7Hf TRUE AND DIAMETER'ON -EACH SIDE'OF THE PIPE'OR TO THE "SIDE OF THE TRENCH. GASKETED AS7M O 3034, SOR 35, OR DUCTILE IRON CLASS 50. CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 17. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND 5. A PRECONS7RUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREAS, COVER JOE NO.: O�r 185 REQUIRED PRIOR TO STARTING NEW CONS7RUC770N. IT SHALL BE THE 12 OPEN CUT ROAD CROSSINGS FOR. U77UTY TRENCHES ON EXISTING TRAVELED MUST SLOPE IN ALL DIRECTIONS TO MATCH PA VING v �J CONTRACTOR'S RES-ONS181LITY TO SECURE ALL NECESSARY PERMITS PRIOR ROADWAY SHALL BE BACKRUED WI774 CRUSHED ROCK AND MECHANICALLY - TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A COMPACTED. CUM INTO THE EX157ING ASPHALT SHALL BE NEARINE CUT REPRESENTARVE OF THE CITY OF RENTON.) IT SHALL BE THE WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE SHEEP NO. S CONTRACTOR RESPONSIBILITY TO NOTTFY THE CITY INSPECTOR 24 HOURS PLACED IMMEDIATELY AFTER BACKF7LL AND COMPACRON. A PERMANENT 4 OF 36 6 IN ADVANCE OF BACKF7LLlNG ALL CONSTRUCTION. HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER - =" CITY OF RENTON CURRENT STANDARDS. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND - - SEQUENCES OF C0N67RUC770N AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSNUC77ON SITE. - _0C, -S 2007 TRIAD.. A . . . . . . . . . . �a:5= 334�Tg 11l��1 x 2007 TRIAD.. A . . . . . . . . . . �a:5= 334�Tg 11l��1 x 17w" I owl's Vr 4J W If Y' la`. of V`V. 1J/ I VVr. 4G IV., IHVL.. J L.l 111F.If1. 0 6560 lJf 2ND Si INT 1315.39 NE 2ND S (.I .�hl t EX. CB �. -x539 HOOIJIAM Etc NE INT 13 +70.17 HOOUTAM PL NE = 231-15.39 JERlCHO AEI S ?% _ I�) { RIM 419.78 1 __ _ -' -- - -- -' 9 +i6 66 NE 2ND STREET I N lE 417.44 (N) ASSOCIATES CO EX SDMH, TYPE 11 -72" # i I 12" C. S9UH 12 T SOLID LOCKING LID III 2' CMP 41746736 .. -- .-- _ - - - -- Z2 420-27 - -- 18" C _. (5) 7 8 - ... - - - -36 /E 407.8 i T - - - -..- _ .- -__ 36" IEE 407.97 (1JTl j ' 1 I, , O �- --� NE 2ND STREET �, r _ - -- -- -- - - -- t -y -- 12 - 4 D /13l - - - -- rn2wnAeoa4asz3 {., - - -_Sp- 425.8 1.8448 NE _-F-_ - .�f ,�� - -5D - azs.aziSaSttax I _ 800 488.0758 fc0 free Ef wtriad - r� - -o p '-- OHP- - - -.-- I CB 14 CB 15 ------------- - - - - -- / - - - -- - - - CB 13 EX C8 / I { o w EX. CB CB 24 12 INTAKE f5 zPCONC2iE arzs3 (N) ' ( TOP 419.51 ' Z 61 'I E 12° CONC. lE 477.52 (S) '�� i I ' � II 18" CONC. lE 416.85 (N) Q 42 I 12" CMP lE 416.99 (E) ' 41 � �. I. I I � 12" CMP LE 416.55 (S) Z r ' W W I I a{ W 60 43 I I W jl I I oI ,, I I Ii , _ � V -TOP C�736 � CO) co j I { EX 12" CMP lE 414.55 (N) � �. 4 n - .�` I �I I I EX 12" CMP lE 414.57 (5) W P^ HkP LOHP ® vJ 1 C1I I_ j W O 59 �. 39 4' SCALE: 1" = 40' � O 1 iw 10 20 40 e0 O Q� z Nf;1 INLET i Y� SSMH 22 ® 1e w cB r0 1 =C51 C8 41 .1 Ii �' Ifii I EX. SDMH, TYPE 1I -54" 58 45 41 0 I j w soup LOCKING LID O I TOP 415.75 I36" lE 406.46 (IN -N) 1 r 1 I I 37 36 1 i t [ I 36" lE 406.39 (OUT -S) ` �3 23 I I 38 35 34 1 I I III EX. cea.el V QEX. 12" CMP 1E 412.92 (N) Z` EX. 4" PVC lE 413.559 (E) EX 12" CMP IE 412.73 (S) \ 57 I 3 i INT 9 +93.96 HOOUTA I PL A = 12 +74.36 NE 1ST Cr 1 T s`s7 7 } 1p SSM/f 11 n 56Itr 47 � 1� I I ° T1 _ 1 � �y � aZ 28 29 30 4Z Im J z 55 48 27 21 54 i I i 40 CB 22 CB 7 ' # ii +I - -_� ,: 1 r '`; 1 I �_ =C88 SSMH 19 INT 1 +00.00 NE 1ST ST = 8 +35.03 ILWACO PL E a 1;' W �9 26 INT 7 +33.63 HOOUTAM PL NE 3 +51.00 NE 1ST ST 20 I wla - ar ueaae- RVADL-a-- = 15 +73.01 HOOUTAM AVE NE TRACT F RECREA710N SSAIH 10 1= 53 Pte- TRACT G 1 OPEN SPA �.....___....3;....._,`... ry� TRACT D J OPEN SPACE . W SEE SHEET X36 �1 I.IiI {I Ptiq 01 _ 1 I I 33 J:'t" 32 1 .I .1 11 i i jll I; EX CB m w MICHAEL L'MATNESQI; PE fi f r TOP 2: CU PRRJECr WAGER EX. 12" CMP lE 409.40(N) _ t 1 I f I EX 12" CONC. LE 409-39 (S) NICK A 1 M". As y PROJE'crM LYOR M /aMa /L1 MOODY, PE: i 1 I I i PROJECT ENO1Nffit li IT OHP- .fMEYL COX AS" PROJEcr,LANOSCAPE AxORiTECf 31 I 7 .1 111,] I rR1sr SURMITTAL DATE: 7119106: I; CAU77ON .SCALE:' - HOMI.W =40' VMN /A TRACT C I [ 4 I °� I [ LOCA71ON OF EX 1571NG U77LI77ES SHOWN IS APPROXIMATE AND MAY NOT, BE ACIX/RA7E OR'ALL INCLUDW. IT /S THE COMRAC70RS RESPONSBiUTY 70 FIELD - i i i Ili WWIFI� OF: IR0R� Y PROCEEDING W IONSL/79i.OU `� I� SSMH 21 MUST.'CALL 1 -500- 424- 5555`NOT LESS T A. • .1 I THAN 2 FULL BUSINESS DAYS BEFORE G�j ag wgg9dtpo ( :r INT 2 +6367 NE IST ST BEGINNING EXCAYA770N WHERE ANY' i 17 +42.78 JERICHO AVE SE UNDERGRWND U77WIFS MAY BE LOCATED. �- NE£ Ex. -SDMH, rYPE:Ii -72" FAILURE,770'DO SO..0000Q MEAN BEARING ' W SOLID LOCKING LID I SUBSTANTIAL REPAIR COS75 TOP 409.82 ,. �• a1ea3 36'• 1E401.96 .A $ 24' 1E. 401.85. (IN -E,I '. cg <'0I8T8a�01 •� OU7FALL f x �I : z4" IE 401.86 (our -W) a eloxAt `v� E � II AS CONSTRUCTED PLANS (SEE SHEET 1 FOR STATEMENT) EXPIRES: 3/19/ 7RAC Checked for Compliance to City Standards �� NOT VALID SP CE f 1 I { I t -OHP UNLESS SIGNED AND RATED JOB NO. •/ ® 03 - 85 STET N0. p X CB Q ....... .... ..r�...a+ --^�" ! .I'.. „� ' .... {... ETOP 406.83 V �OF �� EX. 12" ADS IE 40379 (N) EX. 18" ADS lE 40328 (S) 02007 TRIAD 'ASSOCIATES AV)- 33401&1 A�. r� I a cn n W Ik� tai. f W w N I i I , EX SDMH 387 38z TOP 51 4 i F 36" /E 379.10 (W-N) 36" lE 379.19 (OUT S) I, O SD TO 70P 385.87 0 24" ADS lE 382.19 ((N -E) c L, 0 36" /E 379.03 (IN-N) ll i 1 i 36" lE 379 03 (OUT -S) i !� U 24" ADS fE 38200 (IN-W) w pR i. H -SD' SSMH 2 CB 54 4 � EX. SDMH I I TOP 385.24 i 36 /E 37898 (IN N) I 36" lE 378.91 (OUT S)i� ii r. w° �. E3 :. of v. kf1._.___.._-- __.. —..v EE 7 i f ._-- m___..` -- - - -- lNT 1E +60.61. SE 2ND ST _ 10 +00.00 JERICHO RUE ,S + / .I i I ce 53 i 0i EX SDMH EXPIRES: 3719/A4 RAW NOT VAUD - fi ` t TOP 384.74' 36" 1E. 378.71 (IN -N) i z 0 I TOP 399.91 B" CONC.- ON-N) lE 39849 _ 8" CONC. 1E .398.45 (OUT W) 36" lE 378.77 (OUT -S) �. I SSMH 1 i 0 a EX SDMH ��t '- IL Q TOP y 36" 1E E J78 378.25 (OUT -SE) I 36" 1E 378.22 (11V-N) W £X. CB TOP 384.22 f ki A o 72" ADS lE 38242 ({N N) 12" CMP lE 38242 (N W� 12" CONC lE 382.22t(OUT{E) . _ _ . } ' L m m ' 1 U) � 8ry eQ ai Em_ c Z r. w° �. E3 :. of v. kf1._.___.._-- __.. —..v EE 7 i f ._-- m___..` -- - - -- lNT 1E +60.61. SE 2ND ST _ 10 +00.00 JERICHO RUE ,S + / .I i I EX CB _ TOP 399.82 -. 8" CONC lE 39851 (OUT -S) EX CB Checked for Compliance to City Standards EXPIRES: 3719/A4 RAW NOT VAUD - ' ! ` t 99 li z 0 I TOP 399.91 B" CONC.- ON-N) lE 39849 _ 8" CONC. 1E .398.45 (OUT W) UNI SIGNED AND DATED JOB NO. 03 -185 i 0 SB6El N0. 36OF 36 Q2007 TRIAD ASSOCIATES fib,§ 3344020 p � I �O-M . _ _ . t z N S 0 U� O = n C n C) MM m m r T r � F- m m T Z C/) m m > Z --i p O D A zi!!M D M n �a 7 3 H m r -+ r m 3 D r -I D m Z d D r n C/0 z M 0 V T � d F71 Z (TI o F- CD m -o ® o w FU " -'l 0 D F9 70r\ m o o n -u 3 -D F- <mD D < fel t7 rt73 M -i �;u fel < 20 D r 3ZO T-40 o ar9� z �90m �M� X < r D r ty M t7 � � D �m O m iLl n �- m iD t� m D H r C4 V 0 .v z tj w m o � � T M D I- r D w -9 Q� T -i iD m v z M fUD(4-9DD--IZ --i °zr-mtJZ0p N Dt7DDOtJ -i �MbJ-I<=;a� T CZf'l� �-r�DD H r�rn0M;ozu-z7 ED m�00 oz -o C DdrtjM dm3> m;a> m D D£ n> n tz O�-� GHzmm -'ITG�D Tt7D0(Dj70Tf<rl H Z 3 0 I0m0-1 mo>;gym D n -`l -D Z -D < = -Z-I M D M :> Z 0 m o H Z < m EJ M ^ �' 0r-+amm D D = E3 70 C 3 ? �d7rl CJwz a. otj��T 1 Z " 00 r p i 70 iLJ � � a 0 -<00 O LLT 11 0 N N NNO W N n -0 r ❑ 0 o ❑ H z -i zr m m D Z m %U -I O D -0 W C -I ❑ D N, � o m z m Z D t0 n d -I n D �7 z z D d C z r a � ❑ D C ❑ m -i ty m d D 0m .-i7 0 t7 H < z a rl Z m N z ❑ ;o w D C4 w 0 (D m m m i m m m tz -9 m D D 3 M 0 m Z D _9 < d m z ❑ H C A t7 H z r3*i � m tj S m C wO m 7J ,-a -< -0 z 0-i m ty Z < V) m rrlM D -9 z < c n m n � n X D Z 1:1 ❑ m ❑ z m Z nzZ -i 0 z m m m z -i M a D z Z ;o m ❑ t7 ❑ n m C7 ❑ < --i -1 m M 0 tj D d fa- r m ti ❑ 3 ❑ M m y .'Di -I m S £ D Z7 mM Z N P Z ❑ -a -� m a C/) m z r -1 D i < m [� TI ❑ 70 m D n n m a D Z n m to 2 m n ❑ -rl m z i ❑ z .. w n C4 --i m -1 ❑ m m p0 --i m ❑ D � ❑ tj Z m Q' < 3 m r z❑0 M D m Z n a p Z r n ❑ M X N D n Z X C m D d r c M td ❑ M ;u ,-a D < Z d m m d C m 3 V) v U1 W = p �D 00 v 91, Pi :I,- W N t, Z -i ❑ <r<❑❑M f-m -I m m Z D � � � -0 Z mT mTT zr H H H ❑ ❑ ❑ H z ;u 70 Z r-mmz -i n Ccc C-) n 70 -im C C ;] ;a M m z 1 ❑ %a £-+ �m D -a z H Z m 3 ❑ (n --1 a a/ n W -0 -0- r M DM p p -aD < nanCn vav m -i no v� - + z D "0 D a M '0 n' '0 C) c vii D �. n Hi S - H H O n -< Q O n -i C4 X z z 'i* = m = .-, o, m w m --1 m z -i m a ON %a❑❑mm �o z -I P 5z Z n rt- zWr D I mm❑D m Z ❑ d 3 ; w r r .�. r m. 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M D o= W C- 0 �y D C.)= m rnK: z0 oc oZ mm 0 Co m 0 0 C, � Z O C Z 0 z 0 <m D rn -0- 00 N m J X (A O m �D< U) n C m Ul 0 m (f) C) O C Z \ Z r m 0 T T O w cn T c) o 72 m r r z 0 T m Cl) T ��U-r)� �U�-r)� c) O ,-[C7 0 r r Z X m n C7 K O D D -1 D O -m► < r r O r C� Z � m \ Z Z r p Z 0 0 D I T m 0 -Z-� O O Z X D m m > r D C G7 o m X C � 00 T � M so �_ y�m Q MA zAm Co0� �rZ� Z a. m cn P• m D O Cn C) m -i -i o M o m 6 0 Co m 0 0 C, � Z O C Z 0 z 0 <m D rn -0- 00 N m J X (A O m �D< U) n C m Ul 0 m (f) C) O C Z \ Z r m 0 T T O w cn T c) o 72 m r r z 0 T m Cl) T ��U-r)� �U�-r)� c) O ,-[C7 0 r r Z X m n C7 K O D D -1 D O -m► < r r O r C� Z � m \ Z Z r p Z 0 0 D I T m 0 -Z-� O O Z X D m m > r D C G7 o m X C � 00 T � M EXPIRE2b- It ELEMENTARY DIAGRAM PUMP 1 AMMETER 2 1 3 O OFF 1 T 114 AMMETER 1TS INTERNAL OPERATION CHART 114* INDICATES MAKE -BEFORE -BREAK. X=CLOSED CONTACT os OL � �T2) ��T3) RESET AC1 N_ C � O U) fJ = C m D n 0 m n n m r ,r m I-4 c') Im � _? D 0 O n 3 PH AMMETER 3FUSI I(X2) PHASE MONITOR AC1 COMPARTMENT 02F (XF) --d ( -- CLOSED WITH CORRECT PHASING * MINI—CAS-120 PROVIDED BY PUMP MFR (FLYGT PUMPS) N MINI—CAS 120* 0 MCC MANUFACTURER TO PROVIDE TERMINAL POINTS RESET P1 1 2PB(2) 6 S T1 MOTOR SENSORS (VIA PUMP CABLE) 7 T2 (DO NOT CONNECT) O LO MOTOR STARTER CALL 1MOV 1MS-P1 j� 1 CR E -STOP Pi l I MS OL 3 1 1PB(2) (V) (W) (950f(96) RTU 11 PIN BASE --ROUND ONLY BY MCC MFR P1 CALL (FROM TELEMETRY PANEL) TELEMETRY 1CRVOLTAGE (24 VDC) ME PUMP 1 P1 RUN REPORT - TELEM 1MS2 OVERTEMP 2CR (A1 PUMP #1 SEAL FAIL (2) yK(X2) i4) 1 LT1�LT(' SEAL FAIL 3CR (At)`.J(A2) HOUR METER 1ETM START COUNTER PUMP #1 RUN P1 OVERTEMP - TELEM 2CR P1 SEAL FAIL 3CR ■ODD■■t 000��0� 1TS INTERNAL OPERATION CHART 114* INDICATES MAKE -BEFORE -BREAK. X=CLOSED CONTACT os OL � �T2) ��T3) RESET AC1 N_ C � O U) fJ = C m D n 0 m n n m r ,r m I-4 c') Im � _? D 0 O n 3 PH AMMETER 3FUSI I(X2) PHASE MONITOR AC1 COMPARTMENT 02F (XF) --d ( -- CLOSED WITH CORRECT PHASING * MINI—CAS-120 PROVIDED BY PUMP MFR (FLYGT PUMPS) N MINI—CAS 120* 0 MCC MANUFACTURER TO PROVIDE TERMINAL POINTS RESET P1 1 2PB(2) 6 S T1 MOTOR SENSORS (VIA PUMP CABLE) 7 T2 (DO NOT CONNECT) O LO MOTOR STARTER CALL 1MOV 1MS-P1 j� 1 CR E -STOP Pi l I MS OL 3 1 1PB(2) (V) (W) (950f(96) RTU 11 PIN BASE --ROUND ONLY BY MCC MFR P1 CALL (FROM TELEMETRY PANEL) TELEMETRY 1CRVOLTAGE (24 VDC) ME PUMP 1 P1 RUN REPORT - TELEM 1MS2 OVERTEMP 2CR (A1 PUMP #1 SEAL FAIL (2) yK(X2) i4) 1 LT1�LT(' SEAL FAIL 3CR (At)`.J(A2) HOUR METER 1ETM START COUNTER PUMP #1 RUN P1 OVERTEMP - TELEM 2CR P1 SEAL FAIL 3CR N C S N O = m D n m m n Im m C) U r � M n UA M m ? D O O n ,� o 6�U�� EXPIRES -1-2b-ID Y U O J Om O F w� 0 ELEMENTARY DIAGRAM AMMETER 2 1 3 OFF O 2TS 114 AMMF P ummEa ©o© lo■■■mmo■ ■©©©m■■ ■oo©©©m mmomman imunummum ■■mmo■■ ©©■©©©© ©©©©m©©. '. 2TS 114• INDICATES MAKE—BEFORE—BREAK. X=CLOSED CONTACT 3 PH AMMETER stu5 (X2) PHASE MONITOR (XF) AC2 COMPARTMENT 02F 0---d k---❑ CLOSED WITH CORRECT PHASING AC2 * MINI -CAS -120 PROVIDED BY PUMP MFR (FLYGT PUMPS) N MINI -CAS RESET P 120* ❑ MCC MANUFACTURER TO PROVIDE TERMINAL POINTS —(1702 2PB(2) 6 5 T1 MOTOR SENSORS (VIA PUMP CABLE) 7 T2 (DO NOT CONNECT) 0 10 MOTOR STARTER CALL 1MOV 2MS-P1 1 CR ,C, STOP P022MS OL 3 1 1P8(2) (V) (W) (95 (96) RTU ::2MOV OVERTEMP]11 PIN BASE --ROUND ONLY 2CRBY MCC MFR) (A2) rol 2MS1 PUMP 2 P2 CALL P2 RUN REPORT — TELEM (FROM TELEMETRY PANEL) TELEMETRY 1CR VOLTAGE 2MS2 (24 VDC) SEAL FAIL 3CR (A1 START COUNTER P2 OVERTEMP — TELEM 2CR PUMP �12P OVERTEMP �(-0) 2LT PUMP #2 SEAL FAIL A (X2) (4) 1 L PUMP #2 RUN (2) G (X2 (4) 3LT P2 SEAL FAIL 3CR is 2 ELEMENTARY DIAGRAM TRANSFER PUMP 1 CB _. . MS -T OL Gd166 S'I`l��`� EXPIRES 7-2-6-1a TRANSFER PUMP (P -T) P -T RUN REPORT - TELEM MS -T (B1) (BB2) P -T P -T OVERTEMP - TELEM 1CR