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HomeMy WebLinkAboutS-333009i, PORTION OF GOVERNMENT LOT l; SEC. 32, T24N, R5E, W.M. CONSTRUCTION NOTES 00 Y 4 SHEET ACI5 947 MANHOLE, PER DETAIL ON W U �' 54" SANITARY SHALLOW MANHOLE TYPE B STA 17 +88.27, 2.57' LT N - - -- - - - - -- _- f-- ! 1 I STA 17x3250 2.77' L 28 27 1) 10 "x10" 45' VERTICAL END, MJxMJ 14 ) 1 (rj I I 8 6 r� - - �1 SHACKLE ROD P <� 1 yU TIN" 0 x6 TEE, FLxFL �Y �^ ! "3.0 E I L;EI."Ci Q I ;� I ' 30 , d"'9,DAPTER, FLXM I 26. 25 I - .! "� -1 -- ' I �E- DRANT.ASSEMBLY STA 17_x67.36, 4.33' LT2 ( �1 i� - 28.0 HRUS�1 BLOCK ' 1) 10"x10" 2 5 BEND, MJXMJ 8 STA 1 $9075 , 2.65' L 28.� �1) THRUST BLOCK (1) 10"x70" 45' VERTI AL BEND, MJxMJ 14 L1J U W I r! I - ' 1 SHACKLE ROD W Q 32 r 1 `) 1J TRACT "�' IE =22.95 4 I IE -23.64 4 2 (/) W Cn - 4 IE- ^ 39! - 1- Q J I jil I 2g n IE =23.01 - 4 26 z (l) � 4 IE =23.50 it I 10 4 iE =23.16 10 � ¢ co '10 - -1. - 9 SA 16 +70.64, 23�'ILT !� �!• I 19 __J J i- I - - -T - - -- - - - - - -- - IE =23.78 o J w C� J O . _ - - - _. _ -_ .- _ - - - - -- _ _ Q - Uj - - I� -I - - 4. 7 -F � '- 4 S A 0 1 '� z I- - - -- - �- - -- - - - 1 10' 10" 22.5' B () Mix SERVICE LOCATION LOT STATION WATER SERVICE SIDE SEWER 22 18 +83.78 18 +72.46 26 18+16.55 10 +27.90 27 18 +12.43. 17 +96.47 28 17 +53.87 17 +6178 29 17 +37.36 17 +22.81 30 16 +75.1 1 161 -89.22 31 15 +57.00 1 5 +68.22 32 15 +09.28 15 +32.44 TRACT F 16 +46.28 15 +56.83 TRACT E 16 +40.00 16 +58.28 PER DETAIL ON SHEET C5.94 o � 48" SANITARY MANHOLE EXTRA SHALLOW, m o TYPE C, PER DETAIL ON SHEET C5.94 z � 4� 6' SIDE SEWER CONNECTION, 2% MIN. SLOPE a w a W PER DETAILS ON SHEET C5.95 5� SIDE SEWER CLEANOUT, PER DETAIL ON 3 K SHEET C595 v w 6� FIRE HYDRANT ASSEMBLY, PER DETAILS ON > ° o o SHEET C5.90 7� TEMPORARY 2" BLOW OFF ASSEMBLY, PER > a DETAIL ON SHEET C5.90 ,z U 1 TH UST BLOCK CO9CCRETE BLOCKING, PER DETAIL ON SHEET -, -i o z, STA 18 +53.17. 5.21' LT _ LLI P p - -_ - _ -° LL"` "- - �i =- -- - - - (1) 10° 10" 22.5' BEND, MJxMJ 9� 1" AIR AND VACUUM RELEASE VALVE _ m p W = _ - - -�." I __ - ASSEMBLY PER DETAIL ON SHEET C5.91 '^ ( J % ;� 104LF 10" _ (1) YH ST BLOCK o ° I- Q p - _ II 4 F 10 "DI !' yy '- W n> 36LF- 10° I t _ m (~ Li 'W- -.' W II ET`, 0•'DIU' °-' 11 W - 10 SSMH131 10 INSTALL SINGLE 1" WATER SERVICE WITH 1" z o ,1 WI L AM AV 22CF 7 SEE SHEET C5.15 METER PER DETAIL ON SHEET C5 91, o p O J 00 +L1 O ^Q / 10 PRIVATE PROVIDE 4" PVC SLEEVE UNDER SIDEWALK 3 '� � . � p O st SS S_ R 4<F STREET P2 � , j �I� SS SS I, ,i �, �, I SS , 0 pi - UTILITY CROSSING OVER WATER LINE as z �.. - 12 INSTALL 18" DIA. x 10LF DI WATER LINE Z w CASING PIPE UNDER WALL, SEE DETAIL ON 1 SHEET C5.92 INSTALL 10" PRESSURE REDUCING VALVE AND STATION PER DETAILS ON SHEET C5.91 SMH13 I' k' 5 TYPE B SA 17 +70.68: 7.22' nl �...,f. a c' NOT USED • 98 \ `� \ / i I ` _ -- _ SSMH130 TYPE,B d q 42513 o fv \ i �7 TRACT �� 2, STA18 +45.47, 7 ? °' W 15 2 -4" SCHEDULE 40 PVC IRRIGATION SLEEVES SSCTSTae���v 101 �r° - 2 SSMH14d� P /� q� � - - 16 EXTRA SHALLOW SANITARY SERVICE. STUB roNAL E 8t- �•; \ i - STA 16 +73,9 ,. ...T I Iti 1..1, P E I V Sv v E STA 18 +5' 11, 4.74 LT._ \ C: ' . �v -' - " - I^' v `�1 g _ �- �_ - HAS LESS THAN 2.5' OF COVER AT THE CAP. 1 10 x 10 TEE, Ft'�FL 1` EXPIRES: 1 15/09 4 J, PRIVATE STREET 16 +10.91, 34.91' P.T I 1\ 3 l0" G'-E VALVE, FLxMJ - _ 'PROVIDE AND INSTALL i I ! 7 I \` 0` - - - _WP.TERLINE C5.15 17 INSTALL SHACKLE RODDNG AND TIE BOLTS \ v: \ ;</ - i , ,I 1 THRUST BOCK it �\r.: AUTOMATIC POND WATER 22 SEE SHEEP PER DEAL ON SHEET C5 90 FILL VALVE SUITABLE �, [-1 W a \ - i FOR DELIVERING 100 GPM \ \ I. ' p 1 `0i0 °` \ \ 8� 18 SHEEP TEE AND VALVE, PER DETAIL ON .. H v \ \\ ...�:_'- IN CB30, .ADJUST VALVE r\ .I1 ' 1 .: v\ �+ ; " IE =22.3 4 TO FILL NORTH POND WHEN 7,� t _ o \ o 97 WATER LEVELS FALL BELOW 23 75 \ ` �' 19 INSTALL SINGLE 1.5° WATER SERVICE WITH 1••• I 1.5" METER & DCVA FOR IRRIGATION PER '` It=-- 4 'h 1 �� 1 - _. I. - 10 DETAIL ON SHEET C5.91 PROVIDE 4" PVC --y . _ SLEEVE UNDER SIDEWALK XREF LIST i \ SSMH145 TYPE C 3 SSMH125 TYPE 8 f -�` Ltsca!e t �I c \ \� \ tT STA 15 +30.48, 7.47' RT 1 1 7 7 2 STA 18 +89.92, 4.51' L� o_ / / '� \ 1\ ` \I ` 1 / \ , 'l 6 �I' , , { 21 28.9 I 0 INSTALL SINGLE 1.5" WATER SERVICE WITH a� R.-Wed / ` STA 18 +90.79, 6.96' LT 1.5" METER PER DETAIL ON SHEET C5.AL MATCHLINE 19 +00 SHEET C5.08 g PROVIDE 4" PVC SLEEVE UNDER SIDEWALK ^ 1 10 x10 22.5' BEND, TrLB x THRUST BLOCK RLSSEAL C788Ni30 j .:.. � ::: :' .. :: I .: I ::..: _ :: _ ...... .: :: .GENERAL NOTES C788R900 £3 I .. ... .. .. ... .. .. KSKSEAL .. .. .. .. .. .. .. .. ... .. .. . . . . 07888190 o .. .. ... .. .. - ... .. .. .. : . ... ... .. .. i I NOTES C7 8R270 8 I'. ... .. . I .: 45 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY c7s8RSOO 45 - - -- - - - -- - - C78BU63o - - - - -- -I - -- - U. ? -PT! J - -. .•FD.... -. - .. --F - -- - .. -.... j ... . -� ... - -I --? N .. ... .: SEWER SERVICE CONNECTION STUBS SHALL BE } r C788H430 ..... ... .... . U�P. P: Y -, STA : ' . t� 88 05 ..:: : I .... ' :: ' ' .. ! :: :: - .. .:: :..::. ...... ....... .. SET 5 FEET BELOW THE LOT FINISH GRADE ...... zit ..... ELEVATION AT THE PROPERTY LINE AS SHOWN ... ! r C788L650 Q - . ..... ... ..: - A. . T ;+ ;ci ..... ....... .... .. .. ..... .. .. .. .. - O .... .. ... ... ' wal (EXCEPT AS NOTED). c788u670 a 0 . o .. . C78SG432 O "' o .. ... .. .. .. ... ... ..... ... .... .. .... I .. .. .. .. ..... ¢ In F o .. .. . . C78ST070 z °: .. .. .... .. ... - ....::: A �.. .:1:32: :. ::. ' : ' :: .... ... .. .. .... - . ....... .... - . ...... .... . - c 0 - --- --. -- - - - -. :J_ .. -.. ._._ . _ 40 2. ALL MANHOLES SHALL HAVE PVC LINERS IN ........ !� a� 40 - - - - - - -�- - - - -- - _ -_ I -_ - - - -:. -i ..�: wo . ........: ..... -I- ....... .. . - CHANNEL INSTALLED. FOR SEWER MAINS OF 0.22% T7BBRaoo v� I.. ! ... ¢ Q I... i SLOPE, THE MANHOLE CHANNEL SHALL HAVE SAME .. '.r'- )t'.'�, !.. _ .. .I... .. .. .. .. .. .. Jaya SLOPE AS PIPE i C7B8u620 ! :. �.:: �3 LLJ I � � ;... + � rnl � 3. THE INVERT ELEVATION SHOWN FOR SANITARY C788U900 ... .. ... .. M. . C788NO35 NN �r SEWER MANHOLES SHAL' BE AT THE CENTER OF v cv 35 .... ::: :::: _ �.. .--- ..._ -I _. -- -- - -- '.:- - - - -- - - -� .:- - - -- .�... - -- -- `'tom -i - - -- - - -- - -- .LL_ °�� _. - - - I-- :NC•`- -- - -' - - - -- - -- 35 THE CHANNEL UNLESS (thERWISE NOTED. THE W 57887220 rn z - - -- + I : T__ .. .... I .�. ..... IIN .. .. .. U) w w - N 2m .... ..... �. I ... .o v - T MN.. F. LL HE MAINTAINED THROUGH THE C78SN600 x > ........ .... -cow .. ... ... - .. :: :::::.... .. _ .. ..:: ' :. :- r:: .... II.c� ........... .. .... II .: .. .... -w.. e6 : :.:: .... :. MANHOLE PUNLESS OTHERWISE SP IED. -1 t C768N601 3 �Nnj .. . . . .. - . . . . . .. c I . . . . . . . . . . . :2:2 : .. : . : V7K- . . . . . C788T071 g m N ...... - ..... ! II N .. .... ... ... .... ... ...... .. S II r .. �',;j .. .. .. .. .. �L_ ....... ... O . ... .. - - w ..... ......... ��II.. .. .. ....... _ ...... ..... I Ui .. -.I .. .. vl •e- :i ... ........ .. to . .. . . C7a8G460 3 ..a Y ..3 ..� ! New : ::. PROPOSED:ORlOE- ... �z- :. U :. . : >- - .. ... : ..AT CENTERLINE 30 : - : _ N .. :. .. In CSR78" i. w C5,0 { IL ..... U) OW ....:W _ ...- . ..: .I ..... I .. / z �� 25 N .Z w .. z w. ... .. - I _ r Ih.r, - - - -, p:.. .. - - - 25 O �� - -- `_ : Ld ¢ ..... ......... -:.: -� - -- - ,, .. o.... .. ..... :........_ - .p -. -T. GRADE 1`. ` .... .. :_.. ..- - --'i _ _. _ . --t - -1-- - O . .. .. I- LL 3 ° :....... .- r- . - -__. .. ... 144LF ...I. 1�1 �..5 =0. 2% V.. ..8 ": D :::. XIS,I : . I.. - \\ {-...- - I - -__ ry ... ..H in w o ., .. ( .:AT CENTERLINE .. .. I. _ 94LF1 S =0.22% S, �� :691 F.. -.�'�� C .. ... .. � �� / . - - -- . O ... -... I I I I .' .................. .........I..... .... .. •..I.........I.. :... -.; .�. - -. ::i_% 8.. PVC 4�F ..... .. ... ::: :: � ~ W Z - YM j - -^- ] - - UNLESS NO(ED OTHERWISE c� ..:: '+ If) .::::: .10" : DI: WATER: MAIN .:::: :.: . :::: ::: 18 "SD�- :�::::: (n'�. I .:::.. .... ... I :::: . I .... -- - - - - J5.49' C_OVCF, _ -- -- - - - - -- - .. _ .S 0. _ _. ... - Z 20 Z J 1�1 HEE �i - 22% f. O C5 XX ro ... W ... ....I.. .. ... .. .... ..... .. . . ..... .... .... .. .. .... ....... .. -.. .. .. .... Z .. .. I.......- .. .. i ..- .... ...I .......I ....... ... .. /.. ...... .. ... ... .:.I... ... ... ... ...... ......I ..... Q .. .� ...I .. o I . . . . .::. I . I .. VERTICAL SCALE IN FEET J T / _ ... , -. ...a:,; . , 5 ao 15 ' - . . --- ....:I...... .: :... ::::. .::: ..I .. ....... :.. .. .... .. - HORIZONTAL SCALE IN FEET cc I I I: I I � � � � :I NOTE � i oz ..... . ..... .. .... :. ..: .... .. ' .... ... : I :: ::: .::: :.:::. :...... - . TFIE� , & : COMP CT ROAENAY PRISM: SUBGR DE; TO ..... .. - - - .... : .. .... ::....:. ! ......... ! ......... :.... .......: ! :.... - .. .... _...' ::. -_ _ INISH GRADE PRIOR: TO 1N�TALL:xri N�.OF�WATER s. - 10 ALL BEFO E YOU DIG 1 800 424 5555 10 - - -.: -- -- -- - Incor orated AIN f.... F . P H ..... ... . ....... ...... : ! - .. .. ....... ...... ... ... ...... ....... ..... .. 10230 NE Points Drive: Suite 400 ......... I ::. ::::: B : C Date: APPROVAL �eO Kirkland: Washington 98033 , - .......::� :....:....:. .I.. ..:: I ...:..: I ::::.. ::.:.:..I �� :::..�: .:��. ..:�I -:.. - .... ..: .. ..... ......��I�... ... ..... .. :� .. .. Phone: (425) 822 -4446 ... ... .... ...... ... :::.I..::::: :: .: ::::::. :::::: I::: .. .: ::::....i: .:::!::: Date: FAX: (425) 827 -9577 a .....�.........I.. .... ! .......: :...... .I............ ... .: ... (: .I. .I I: i. :I: 5 By:_ 0 5 Internet. WWW.Otak.COM 30788 .00 . 1.00 1 .DS Project Ho. o B y _ _ Date: d O B Y - -- Date: V5. 07 Sheet No. z a < ° zo 15 +00 15 +50 '.6 +OU 16+,`C 171 -00 17 +50 I °, 00 18 50 - 1 9+_ ^ ^'' Sheet of CD swAws lea , �,- 3330oq (SccEn) �kgi Ru"LL .2 0- 7' F R 4 71AA