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HomeMy WebLinkAboutS-333017Ci S a R I FI bi I S S x ° i 0 0 0 r w '0 o x i E 2 i4 0 0 a g °a �of G Y Ln PORTION OF GOVERNMENT LOT 1 SEC. 32 T24N R5E W.M. SERVICE LOCATION CONSTRUCTION NOTES s > > STATION o TAIL ON 1� 48" SANITARY MANHOLE, PER DE r7 LOT WATER SIDE gU SERVICE SEWER SHEET C5.94 O a o s a w N 41ST PL. -SEE SHEET C5a 14 I 69 11+39.89 1 1 +28.89 2 54" SANITARY SHALLOW MANHOLE, TYPE B. z I� I ,ZS -- Ii ' 1�6' 1 PER DETAIL ON SHEET C5.94 w �7 �, 70 11 +92.64 11 +81.64 11 28.3 STA 11 +54.89 23' RTi // I �:,f 413" SANITARY MANHOLE EXTRA SHALLOW, v I� 28.0 1 V 8 111) 10 °x10" TICAL CROSS, MJxFL 1 _ / STA 1 +(j6.76 6.0 r LT TYPE C, PER DETAIL ON SHEET C5.94 (n ZrJ 1 ST BLO K 1 rn I , , , 9 8 )) .o° y , , (11 1 'x�0" CAP +'MJ '� \ (/O I , ) �F EMBLY i i I + // I i (1 T RU$T BLO K D 6" SIDE SEWER CONNECTION, 29 MIN. SLOPE a m W 28'3 1 0&3 'Al .MJ U,i l i ((1 1 "x10" VERTICAL CROSS, JxFL PER DETAILS ON SHEET C5.95 ° : ' 4 E RCtD. 23# I I 8' I 21' � 21' 8'. I 1 76 75 74 7`3 ' 72 5 SIDE SEWER CLEANOUT, PER DETAIL ON . L, g - 28 3 �- r 29.4 29.4 30.2 3 3 30.9 SHEET C5.95 ° Q END INTO PU€ 3 PU& �' ) 12 +0 .6 6.0� a ILL W r SSMH731 TYPE AP EN I FIRE HYDRANT ASSEMBLY, PER DETAILS ON ° o W p Z N F-- , � � ; 2 STA 10 +37.41, 6.00' LT -� ...� I i 8 ISTA 11 +97.64, 6 00 " .LT 1 SHEET C5.90 0 1 o :!5 U � 1 _ ' ' 6 1)) 10"x6' TEE, .IJxFiL ' i'� f . I N v, J - PRIVATE STRE P2 IE -2334 IIE =23.34 , 1) FIRE HYDRAN AS�SE BLY 7 TEMPORARY 2" BLOW -OFF ASSEMBLY, PER w 1 _ Z O Ir a- W -� \ �\-' -. STREET AD.O - ¢' �¢ SSMHi32I'M 8 i I - - -- ------ - - - - -- -------- -- - - - - -J ------ - - - - -- - ((- ))--- - - - - -- - - - --' ` --- - - - - - -- - -- -- DETAIL RETE BLOCKIN5.90ER DETAIL ON SHEET I ,e O 10; STA 11 +3 .94, 3.85' LT I. - I. 3 I (1 THRUST BLOC< CONCRETE G, P O - 2 �� - , STA 18 +52.9 - - �d n W H U Q I 1 r IE =23.34 r _ - -_ _ - - _ _ - i. - - i C5.90 t W - \� . , - �(, W W W .W I 9 1" AIR AND VACUUM RELEASE VALVE o zo > _ L _ LLIU w' IE =03.34 ��. __ __ __ _ _ m O Cn w m 4 , I to 206 90"DI -� J �-` _ -- -- 10 i ,.,, 00 W W 11 +00 ,P' ASSEMBLY PER DETAIL ON SHEET C5.91 ,- m Q F- / fjf I _ o - - - - J- m N O I �// 7l < i° jj- / I `� 1 -� , p ~ 9LF 10"f)(/ 10 INSTALL SINGLE 1" WATER SERVICE WITH 1" ,,, Z Q `�/ ° % SS S SS SS SS SS • METER PER DETAIL ON SHEET C5.91, - O � 7AA S ' SS I p 7 +3 62 _ __ _ _ PROVIDE 4" PVC SLEEVE UNDER SIDEWALK ° - - -- - -- P _ _ _ _ _ _ _ _ O I- w \ S I ­o &) o "' ' � I �Ifr. N r - - -- - �/- -- - -� j - - -- - 11 UTILITY CROSSING OVER WATER LINE - o °z O Z `_' 4 'O 29LF 1D"DI i I 11 7,1"," 10 - INSTALL 18" DIA, x 1OLF DI WATER LINE o _ __ _ �r I I' �• IE =28.00 CASING PIPE UNDER WALL, SEE DETAIL ON y - SSMH2O0 IE =26.00 4, ' \ o $- _ STA 10 +98.18 6.95' RT! 12LF BO �I� : 1 ¢ l SHEET C5.92 Cl- ? i - . 8 T lD x -TEE FtJxfL 10 DI J li SEE SHEE \ o r > 1 FIRE HYDRANT ASSEMBLY i f 11 C5.14 - 13 INSTALL 10" PRESSURE REDUCING VALVE AND \ - " o �.\ 1, THRUST BLOCK I '1 If 30.5 I : 69 70 STATION PER DETAILS ON SHEET C5.91 .- 11 4� `. )'� 1 FLxMJ ADAPTER si; I, i a m x n PRIVATE 1 10" GATE VALVE FLxMJ I ! 31.0 31.0 \ \, ( ) F ,7 „r I 14 NOT USED \�' B'J, f '. \'. STREET-E12 4 SHACKLE ROD �, II ^ J \ '' ' R x2573 0 zz `� - `Z`� 1 .STA 11 +10.20 7.01' RT ; SSMH130 \ 1 � \''_ i. S N /: 15 2 -4' SCHEDULE 40 PVC IRRIGATION SLEEVES dpI9T �' 4' 1 28.3 (1) 10"x10° VERTICAL I ___ I MH2O1 TYPE B 0 SEE SHEEP C5.0 ` \ - _-BEND- .-MJxMJ } / - -' 1 2 _ e 9gZO E ',} IO �y Z Y \` \" 4 SHACKLE`ROD ! L / SSMH2O5 1 �`` FA 11 +81.64, 5.00` RT 16 HASRLESSATHAN 2.5'ITORYCOVERI AT THE CAP. NAL I� =f) - SEE SHEET 1. Q Q `o \ I .STA 11 +26.09 '7.08' RT - 1 ; i C5.14 ; �:\ / EXPIRES: 1/15/09 I E-1 \ T'r. (1) .10".x10" VERTJCAL ' t / �s� \��,;' \'� INSTALL SHACKLE RODDING AND P.E BOLTS _ j f , j �! "�¢¢% PER DETAIL ON SHEET C5.90 'J-I - -'To BEND, MJxMJ', I.. ¢ - ,�, I. j '/ EXISTING a �' ` (4) SHACKLE ROD ; , i Sj-_ g7 H1 �Q_ �` , I, , "1' ( 's i A/ FIRE HYDRANT ' 18 TAPPING TEE AND VALVE, PER DETAIL ON ,7 SSMH�125� � I (I : I ; '21 r 4. :-� 30.5 ' , � �- / /� SHEET C5.92 r.__�4 T== - I - -- `r .� 11 rn . _o 1,y �I a „ -1- P 28.0 I I I I ,: s +10 7a M 3` I <' I ' -_' �I I ' � ST 10 +41iO , 5:81/' RT SERVICE LOCATION SF'�l - - - - -- - -- - - -- - - - -- / / ' A 0 F // : (1 10"x10° 22.5' BEND, MJxFI STATION Sy (13 THRUST BLOCK _ LOT WATER SIDE - F�.�` �/ I CS \ A �_ `'ii - - _ - •' SERVICE SEWER. -0. ,. -- - 23 11 +26.02 '11 +37.04 j4� / `H ; 1 - - - - - - - - 24 - 10 +79.54. 10 +90.61 -^ 0 �, ` , ,_ 25 10 +59.54 10 +48.92 19 INSTALL SINGLE 1.5 WATER SERVICE WITH 1.5" METER & DCVA FOR IRRIGATION PER DETAIL ON SHEET C5.91 PROVIDE 4° PVC SLEEVE UNDER SIDEWALK 20 INSTALL SINGLE 1.5" WATER SERVICE WITH 1.5" METER PER DETAIL ON SHEET C5.91, PROVIDE 4' PVC SLEEVE UNDER SIDEWALK -- WILLIAMS AVE. N. - SEE SHEET C5.08 w 26 18 +16.55 10 +27.90 V I sV. m ..... . -. ... .... ° - V I h __.- GEN ERAL NOTES 1 o - .:: � ... NOTES: 1 1 €� 19 p 45 ....... " " " " - ............< 11.11........._ ... .- ...... - - - - . - - _ ..'- - -- ...-- .. - i - " - - - .. -._.._ . _.__ - _ _. : -.. .. Q.:, 3 L w..o..:. ra > o m ..:: - - - ._ ... ..........- .... 45 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE :........:. m :. M ; ......... � �- z,o '� n 1111 .. SET 5 FEET BELOW THE LOT FINISH GRADE 1 o „ Y= .........�....... .. .. ..- z I N . oN� w,n. .� -. 11 : :. . .. . IIN .. ; ....... ..... 1:11 :... .I. 111 .. -11 .. .. . . 1111. , ... .,..:- .... ... 1e -.- 1111. ... .. ... ...0 -o a d- .. + + °'4 N N .. 1111 -..... � .. -. ...... . -.. -. .. 1111. .... .. - . - 1111.. ..::LOT ELEVATION AT THE PROPERTY LINE AS SHOWN (EXCEPT AS NOTED). I O Y �� 111 > +. :::::.: ::. .. .. ¢ ao. III :::: :::: I::.::::.:.::::::: .::: - ... a. ..1 . 1111. ... .:�:'- .. ... .. .- 11 .. - -.... :.. -... .. ..:.d. 7 :.. z w �° :1111- 40 ...I- ........ .- .c�arw u ... - I... ....I . - . ... ... ...................:...... ..:....3: .........:......... I I........:�. w° ... N a : ... .,Q.Q a a.r ny z N. .. ... .. -... .... _ _ .. � :: >. _... _.__- .. -. .. ....o 1111... 1111 .... ..�...... _ ......:m. .1111.... .. 40 2. ALL MANHOLES SHALL HAVE PVC LINERS IN OF D.22i N a �LL ° ........ .. 1111... .. .. .......__� .. ............ .. .._. 1__1 ._. a a .. I .. I ..:....... � M .. w 1111 N . 3 .II.. ... ., , ... I . _._ -. ._.<__ .... - . - N�...N __ 1111. ..- 11.11. _ - _ _ .. � ....... . ...... . : . . .. .. I .. ..N. .... o . ..... .. ao. - .o�. C, ......... _........- '- -. ......_._ -.- .- 3 a�� :1111... - 1111 o o > z ' ... . - - . o. ° + .o Nw orn. + ..aa�" ::nON ._ ._ . . . ...__ � z3 •w ............ .... :. '.: :.. .:. 1111 .. f .. ... ::: o ' o :::: .. .:.. .:::: �o°o' ::. :: CHANNEL INSTALLED. FOR SEWER MAINS SLOPE, THE MANHOLE CHANNEL SHALL HAVE SAME SLOPE AS PIPE � I1J ......... ..: ; -MJ .. 1111 m z O �. -•N O o .. ..N, + 0 - ._oto ..+ oat. .-N NNE. . a IIN m� If . 1111 ..:: - I_ := d': - ;:. - -.:. -_. 1111 'f !?N`.I�. _ 1111. _ . - . -'.. - .. - w 'w .. .. N ,'.o t+10 -. ; :... Mao_ - �17N N II _ _- r .. -.. .: :. .. ... 00 -- ..ao y N ... .. N 1111 1111... .. .. N . :. .. -..- .. N.M]. :. 1111. N.. II.. - 3. THE INVERT ELEVATION SHOWN FOR SANITARY I w a ......... 35 - . o NN 'll:: F o :: v o._....... ry 1111.:.: 1. n w -.6- U D!..n N II �� .:::: ::.:: o An. a - wrr �N;It�. H .° o:. .. ; ..: - :. zH- a _ a. II z g -o n --- . : 11 11 :: :.. . I .. ::. o , 111_1.. o rn °.o . :k q m + ° ._ °._ . , _ _ ....: - ........ N.s : ....va - .......:�.� PROPOSED GRADE ?- 1111 1111. ........ w.. ............. 117 1..... .........7. .AT...:CI I:..... 1111... . . .. .. ....... ._ 35 SEWER MANHOLES SHALL BE AT THE CENTER OF 0 ERWISE NOTED. THE THE CHANNEL UNLESS TH W w ¢ 2 ° z z _ _11_11 Imo_ � ��Ww ...p. ..._ . -� w + II.Z �. N (] ... ,11.11.._ 111, ... _- - - ...:- - -' x .��. n-z- ... - ......_..- _.._____.-._ o -. 1 1 1 1.. 1, 1 1 1... ._._L. wm_.: 1 111.: .. . wciew - 41W.... ... ...:. .o N = 1 moo:.... INN..'. II II .. 11 N II 11 ... .. .. .. ... 1 1 1 1. .... PIPE SLOPE SHALL BE MAINTAINED THROUGH THE MANHOLE UNLESS OTHERWISE SPECIFIED. -- i S 1\ m Y \ GI m 'a .... ..:v1C_- :..... . w .. �" - w ::..:�J z - :.. . - _I_- .. ww' ...m1Ww I : :::: , ....... :... :. . " :: - .- : PROPOSED GRADE. - s ::: - €.. : -::: . - - .. :: - . _ _-' -_..N ww . .. .. - �i ... - ... 1111 - - 1111.. ... .. .. .. 1 1 1 1 . ... .. . . 3 ..°a w Y .3 .. B ..� ......... .:.. . ¢ .. - F- .. 1111... N .'> rn w. ... ? ::: .: a_ , ... AT CENTERLINE ... -,.. 1111..: 1111... .... - .. .:._. d ¢ r 1 W ... .. 1111... 1111... ... .. .. e z o a o 30 _1111 _111__1 . .. .... -.... -:... . 1111..... ...... -_.._ ... 5 00% _111.1.. _ _.. _ > > _ 1111.. / .. i -W d ... ::::.::::::::::: ... .. ... 1111. .::::.:2.0 :1111 °. ...: 1.00% :: _ I- - I. .::::. ...:::- L::::: '::.::: .. ... .... : ::: ..: .. 4 .. 00%� ::: .. - .. .:1:00% .. 1111 - - - -. -.- . -.. ... _ - - - .: .. .. - d Q �- W o- .........I..... .........:...... ..�. -... . 1111. -. -1111 ....... -1 -. 1111 .. .. 1111- 1111.: 1111. .... 1111. EXTEND INTO .:: . :._ 2 00% -. -.- 1111... 1..1 ... .. ry� �; ❑ U w I- ............... 25 ........ :1111 ... -: 1. ............... 1111 ...._....... 1_1__11 -___ ' :::2:1LF ::: O _ S.- D..59% :-- :. :WALLsW CAP.END;.:.. - :.:::: ::::: I.::....�... ...I- �..:.- O °..DI.W N ATER�L- _._ _ .? ----- :1111..._ . ��� _ _.. 1111. ... cAsr�iG I 1 11 1 / .:I...:.:::- 1111 -. .. .- ... - - ... .. TER MAIN:: , a _DL _WR .. . -.. .. .. ..:�4•W�.. .: 11 11.. _1 1111...... :: ....... .. 1 1 11 25 _ •. - - I 11 Z U O -00 In4 Q ° ... � _ :: ... :0 387 10" DI :::...... .; _ ; ::: < .:� 1 64% 5 �_ ,� LF .. ...... , KEYMAP p W Q3 - - - - -I -_ : 47 F .� .-Btr% =10_ Dt ... ........ L .. .. .................. ... : 1 D4LF .. S ; ._. _ -- : . - .. -- -- - ; .. - ... 1111 - .... .. • - - --` 1 1 1 1 . - . - - - - - - ... ./ ... .. ... - .. .. ! .. ... .. ... 1 1 1 1 .. ... -.. .. 1111... .. I I 1 . 1 1 .. .. ... .... .. .. . . .. .. .. _ _ SHEEP N0. CS.Xx UNLESS ERWISE NO ED 0TH Q ZO 1111.. ...... ,1111 -.. .. ........... .......... __. -1111 1111 ... .. ............. 1111. .. ..:- 1:_111 ..... . .. . �{ 5 1 .. : 111..._. -. .. . 11 ... .... ..... ..11.11 .. ..... ... ..1.1.11 Z - O Q �� ;1.111.. - -.- .......:.t`1L. I ..::::. ..... .. . -....- ;EXIST GRAD)IAT SVERTICAL ��� .. .11 : EXIST :GRADE..... AT_ CENTERLINE. :.. 1.0 . WATER.STUB.INSIDE 22 ": C SING :UNDER :& :. A ; :::: .. ... :. : -. . -... ... ::: .: : :: ... CONSTRUCTION'CENTERLINE SCALE IN FEET 15 ... : 5. BEYOND WALL . . . 15 zD' O' zD' 40' 1111.. -_• - -- . t 11 . 1_111 ... _. ............. .. -_- . .. .. .. SHACICiEALLWATER...... .I.... .... -1: , .. ....: ...:.. .... .....: .._ .. ..1111 ............ .. 1111.. . . FITiI1VGS TO VALVE W/ .a - - . Roos ... .... N.OTE . HORIZONTAL SCALE N FEET z :: _I.:::::: :.. ..: . .... .. .. :: ......!.........! ..... .. ... ... .�. -.. -1111 1111.. - :1111 I -- - -. ... :::'. 33:0 1 :::': !FILL & - COMPACT ROADWAY PRISM SUBGRADE;TO: :: :: CALL BEFORE Y0U DIG 1-800-424-555 co > w 10 ......... ......, ......... . -.- .........:....... . ... -.- . .:. . . . . 11 ;.... ....1_ 1.111.... -... :................... 1 1 1 1 .. - . - 1 1 1 1 .....: - .. .. - . - .... ... ... ;.. , .. . ; 1 1 __ - . .:. FINISH GRADE! TO IINSTALATION OFIWATER. °TWAIN... 10 RECOIvIlVIENDED FOR APPROVAL Incorporated P oc.. ... ... 1111. 1111 1111... 11 ;... . .I. ...... _ I ... .... ... ... ... 1111... ... . ..... .. 1 .. .. ... 111:1... :: .;:1111 .. . ... I :.......::....... I..... .I... .:. ... :111..1 ... ...1- .....1 ...:.... ...... .. .. .. ......... . ...... 11 ;.. .. ..... :_ ...... ;. ...... 111 ... ....... ..... ': .. .... . -.... .. .. ... 1111.. 1111 .. ..... .- .. .. D t (40 O y• a e. tO230 NE Points Drive, Suite 400 Kirkland, Washington 98033 Phone 425 822 4448 5 . .. . ... ........I ..... -. .... :.... ... - .1 11 1 ...... ... .. .. I.........I........- .... . .- .. . ... ...I ... . .. :......... .........1.. .;.. ....I.. .11 .... .,........ .... _ I........ .. .. .. ... ... I. .... .1.111 ... . 11 . .. .. .. .. 5 By Date. -% - _ FAX: 425; 827-9577 Internet: WWW.Otak.COM 6 ° C1'7, Date: j ;/ 0 By: 7 30788.001.001 .DS z v Q_ o N N rn N ! r N o .0 .- NN O 0 .= N n m n a NN N o N m r; «� vi; N N� r N 10 I N n ro 0 NN 1` N M N r m n NN n r I N o ro NN r7 n ao N ao n ao ai N N z vow I= o v1 of �1j,{jt� �/ ,�� �tt�� By: t1�D01�•�� �/r' Project No. r �y C5.1 0z W o W O_ Vate: �J Sheet No. 10 +00 10 +50 11 +00 11+50 10 +00 10 +50 11 +00 11 +50 12 +00 Sheet of CD W "333oTl '. S- :�-33b1--) CS( av) ) Mum - aa8wo I RO � ff 4%0--6- .