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HomeMy WebLinkAboutzS-3330Set8 R E G Y S 9 XREF LIS Ltsc°le Re_soive_d_ TTLBLK RLSSEAL C78BN13 C788R90 KSKSEAL 0788819 C78SR27i C78BR50i C7B8U63i C788H43i C788L651 C788U1,71 C78BG43: T788R80( C788T13( C788 NO3 C788U901 C78BU611 C78BU621 S788Y22( C788N601 C788N60' C788T071 C78BG46( C78BD95( �3 x p O U U 3 m 0 n 0 0 n U O K a n i a n m 0 a i¢ LL Y oLL PORTION OF GOVERNMENT LOT 1, SEC. 32, T24N, R5E, W.M. CONSTRUCTION NOTES SHEET CIS 94 MANHOLE, PER DETAIL ON o W s EE SHEET C4.10 SEE SHEET C5.04 54" SANITARY SHALLOW MANHOLE, TYPE B, ✓i ;_ ,.� f ,. C�`gt• \\ �- - _,� , f , Q,- WATERJRE - r I' PER DETAIL ON SHEET C5.94 f � Y SEE SHEET C5.0 ,,. - _ ..._ o _ d. =i D 48" SANITARY MANHOLE EXTRA SHALLOW, ° }, •`. i., _ 94 PER DETAIL ON SHEET C5 TYPE C _ -- -- -- - - - -- - --?° .� I b. 6° SIDE SEWER CONNECTION. 2% MIN. SLOPE , . _ �n o _ . I a m . PER DETAILS ON SHEET' C5.95 p Cr%: W-SSSO6.1 Wffflf 00'7 S 333001 '( 'CRvh JU,yZ ROLL .207' FR 4 ( llf W W Q Z (n Cn J Q_ W W SERVICE LOCATION + t,' STATION`. s ��.r LOT WATER SIDE _;\ ', ; �� SERVICE SEWER rJ = i 99 13+23.5011 2 +93.65 1` 7 -- - 100 13 +25.74 13 +39.90 f\ �� I`' ,{ -- __ : -:. ! r rJ .i I I . -�� Al I! 1 1 1: �,.,'` Y ,. I i R - �'g; i :'g 1 _ � I 9 1 `� I %57 '� 1 f 100 10 37 7 IE =25 17 ,•- 4 I 101, ,°+ 32:6 ��' IE =27.28 4 .102 3 d _ J -' - I - 10 I _ >" -f r . „_.,y 350 1 I -!a ” -'t 4 ' I p I ' �� , T � X21' 21 a , PUE SIDE SEWER CLEANOUT, PER DETAIL ON SHEET C5.95 FIRE HYDRANT ASSEMBLY, PER DETAILS ON SHEET C5.90 TEMPORARY 2" BLOW -OFF ASSEMBLY, PER DETAIL ON SHEET C5.90 w o o �, N _J Q Z F— O Z W ~ w U .� to (, 1 101 13 +50.90 13 +69.35 1. - 102 13 +95.50 14 +06.50 ' -- `�� i� 103 14 115 12+07.69 11 +53.80 ' - °- STA11 62. 9, ,.. ;�, 1 -. rt �fl k 1 , 15 �4..o \ ___ - -- - I - - -- l -'i' %J ! 4 IE =28.48 _ I��� I -- i !. i ; + r CONCRETE BLOCKING, PER DETAIL ON SHEEP C5.90 - (� - ° ° Cr%: W-SSSO6.1 Wffflf 00'7 S 333001 '( 'CRvh JU,yZ ROLL .207' FR 4 ( 0 00 M \ o �U d a� Sao V � Z LLI Ld J � Q R (n W Z Cn J g -J (LJ g� �ZO� $ Lij R m U (D C1) LL] m ~ � O Z � � O n U Q � a _- L1_ a XR F LIST - Ltscale: 1 Resolved _ TTLBLK RLSSEAL C788N130 C788R900 KSKSEAL 07888190 C788R2.0 C788R500 C78SU630 C788H430 C788L650 C788U670 C788G432 T788RBDO C788T130 C788NO35 C788U900 C788U610 C78BU620 S788Y220 C788N600 C788N601 C788TO71 C788G460 C78BD950 LL3 �o xo U z i o °o o i U O K a s I E o °o 0 z wa 13 0 m O � 3 E"I � Z a W � a o+ m' c a F _ p 3 �-S Z U °8 w Q 5 z i z x � S m m A ut 9 z 0! PORTION OF GOVERNMENT LOT 1, SEC. 32, T24N, R5E, W.M. CONSTRUCTION NOTES Q) 48" SANITARY MANHOLE, PER DETAIL ON SEE SHEET C4.10 ` a SHEET C5.94 E SHEEP C5.0 } - -i- _ _ - CD 54" SANITARY SHALLOW MANHOLE, TYPE B, \ _ \. _ - WATERLINE 5.04 - ''I• E 4 -c -- - -- .: PER DETAIL. SHEET C5.94 48" SANITARY MANHOLE EXTRA SHALLOW, -� . •� �� (\-, -u- - i TYPE C, PER DETAIL ON SHEET C5.94 10' SEE -SHEET I .. ' • �;1. _. _ •._ _ _ _ - -� I ,` �; '• � ' r ' ' '` ; a �: - - I �= 4 6" SIDE SEWER CONNECTION, 2% MIN. SLOPE PER DETAILS ON SHEET C5.95 SERVICE LOCATION LOT STATION WATER SERVICE SIDE SEWER 99 13 +23.50 12 +93.65 100 13 +25.74 13 +39.90 101 13 +50.90 13 +69.35 102 1 13 +95.50 14 +06.50 103 14 +91.30 15 +02.30 115 1 12 +07.69 11 +53.80 a I I \. 99 i.�C1 - - ' .. �. ` - I-�-- 1 O3 ♦w$ SHOEET 5E95CLEANOUT, PER DETAIL ON �. ,�(15 I! •- lC.�., \< ,i�;. ry .' ii,7 I 550 .\ _ :7 -� ,•�^ i - -- =1" I -, 37.1 32 -3.•F I -� I ,Z 'I 6� FIRE HYDRANT ASSEMBLY, PER DETAILS ON SHEET C5.90 w -- 9 I <,. E .257 ` 4 / „_ -- - IE =25.17 4 IE =27.28 - i (tr' 21'. 21' 8' a°'--- 7� TEMPORARY 2" BLOW -OFF ASSEMBLY, PER I I _r _ D S { 4 IE 28.48 i 1 ON ETAIL HEFT C5.90 \\ PUE CONCRETE BLOCKING, PER DETAIL ON SHEET C5.90 _- - U 9 1" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER DETAIL ON SHEET C5.91 I- �'\ -� INSTALL SINGLE 1" WATER SERVICE WITH 1" - =*rrF _ _ - - � - ._ METER PER DETAIL ON SHEET C5.91: .6\ T - `., ' I - -- -- r- nr -- - _ "''� -- PROVIDE.4 "' PVC SLEEVE UNDER SIDEWALK RELOCATT-�� ISTI IE \ -- - _ - - - WATER 2N, •� k - : : -�' t. - SLF 0 DI j•. 1 °-' f�'., - - - _ '' CROSSING OVER WATER LINE . i s 11 UTILITY C -.�,, - 13. _ - Iw" to +oo 203LF 10 "DI 47LF 10 INSTlCi1 SERVICE IN PVO \ - �.' :.I - - -- - - - - W -: _ rr .I- -�`S V�: .. W _�y.. --t0,. o SLEEVE UNDER WALL \\ - _ . ; _n / - .N�. _.._.r - -_> - - - - H -- - -T _ -- _ - - - A. x 10LF DI WATER LINE STA 40 +25.96 13.17' LT, �C,` '� 'x .. -� - C A 18 A C �' NO y5 <_ = .. - -�' _ - -` - .� _ i r:1_ o -`�. x' i - ( ... 34 -1- CASING PIPE UNDER WALL, SEE DETAIL ON VE 1.2 ,.RELOCATE.. ISTING ..� " -,:-a in__,.. /. SS- _ -` 1 _'cr' .A-=_ SHEET -05.92 .. ..,' W-ERM t -y: � .'.' 't ✓,- � ys - -MKS S5� SS �- -_._cc SSG _ SS ...SS .l! S� L SERVI IN 4 PVCt - _ � -� .,1 � � W 13 INSTALL 10" PRESSURE REDUCING VALVE AND x.11+2 STATION TAI N SHEET C5 z . _ -- - .->m. Z. TION PER DETAILS 0 SH .91 .:.� --- �__ STA.`12 +26.69. 1.86 °_ T � ,_ _ 10 x6 TEE. MJxFL 6 8 Ips - - 214 NOT USED - -- r-- . -�' °-J " y:✓ HYDRANT ASSEMBLY _ T. ASS LY..- THRUST BLOCK -- -: - - e- �STIA 76.80, 1.86' LT - FU- .EXIST: 12 G' / - �,._ -__ 6 2 -4" SCHEDULE 40 PVC IRRIGATION SLEEVES STA '9'2.= F2T.50 1.86' LT - - APPROX, LOC.�'ION,� - �' - ,,, - - 70,x19- CAP,,, -MJ 7 8. p' EXIS 12' -GV W VAULT - 6HTDRANTJASSEMBLY -- -- -, -_. 1 j XTRA SHALLOW SANITARY SERVICE. STUB TFIRU,ST BLOCK _ 1 ELLS AV, �US BLOCK. 18 HAS LESS THAN 2.5' OF COVER AT THE CAP. VERTICA SS,.MJxFLI STN 14 +4786 - __ _ _ -- CONTRACTOR_ SHALL POTHOLE AN - ! r _ - - _ - - } - T - - - - - 17 INSTALL SHACKLE ROBBING AND TIE BOLTS --VERIFY EXISTINCs- UTILITY LOCATiO _ 34- : _ STP,�:4D +57'33,_ - 15.33' RT 8 "- 1 SSMH315' - - I STA 33 +31.56 _ -. - PER DETAIL ON SHEET C5.90 - - cy --------- 1 8x6.. TAPPING TEE, _MJx_FL _ STA -13+ 7 21,_10:00 RT -" - -- '" -: ._ - - STA 14 +29.38, 1.86' LT SIZE _ANDS,= Et€VATLON PRIOR T %AN - - - -G ' - �j- _ " _ F - "` SSMH30 1 THRUST B 0 ASSEMBLY f - _ - - - -- - - _ -_ -- SHEET C 92 D VALVE. PER IL ON _- J .. -- _ . CK _.._ 1 10 x1GA TEE, V. FL ,, TAPPING TEE -'STA 4 +24.1 3.43 RT 7 - -1.:- - - -I- - j -- - - - -_� 1 ;THRUS-BLOC�CE, �.. .. TAPPI A V INSTALL SINGLE 1.5" WATER SERVICE. WITH 8 I - -j - -�- PER _ l xMJ _ rt - _--� DETAIL ONRSHEET V C5.91 RPR0 IRRIGATION PVC 5SMH30p ERISfING -- - - D `r. - __._ - - - - -- - - -- r I - , \ -- -: - -- -STA_ fl+I18.499,r3T - "t,.. SLEEVE UNDER SIDEWALK _ - -- - -.'-- ,, INSTALL SINGLE 1.5" WATER SERVICE WITH i I .. 11 - - -34-- - -_ t ��.. / ,t_., -_. =_..� . - - -'" i 1.5' METER PER BE ON SHEET C5.91, PROVIDE 4" PVC SLEEVE UNDER SIDEWALK 7 . ! ....... : �... z s 0 0 z g � a m k o � � o V a a o 0 0 o , .tiy0 L `S'If9 ��O �� og rrASgf f .p 42513 O �y SCI STERa' ���V O `SSIONAL EXPIRES: 1 15 09 r=a� 39 +50 40 +00 40 +50 12 +C7 / 12 +5,) ROLE .2- 07 i3 +00 13;50 i4 +']0 Sheet No. 14 +50 15 +00 Sheet of Cb: w- 33� 002 S 333002_ CSCAPO ` SCOMED JUN 2 c «a? 8 0 R $a a x i S XREF LIS Ltscale R_e_salve_d_ T LBLK RLSSEAL C788N13 C78BR90 KSKSEAL 0788819 C78BR27 C78BR50 C788U63 C78BH43 C78BL651 C788U67 C78BG43'. T78BR80( C788T13( C788NO3. C78 U90 C788U61i C78BU62i S788Y22( C788N601 C78BN60 C788TOT C78BG461 C78BD951 rc3 x p U U 3 p 0 i o° 0 w 00 i Y A I E n r O m 0 m E p �a LL Y s N PORTION OF GOVERNMENT LOT 1, SEC. 32, T24N, R5E, W.M. CONSTRUCTION NOTES 00 \ g 48" SANITARY MANHOLE, PER DETAIL ON SHEET C5.94 O a 9 y w - .eke - 2� 54" SANITARY SHALLOW MANHOLE, TYPE B, i -- - 112 { ' 15 + &7. 109 � / ' - -37:g -- w6 9 '1`p x TEE. MJxFL{,, 36.5 - �1.� i 1 Z 9 FIRE DRANT ASSEMB Y _ 1 1 3 . 1.. BLOCK i 108 ' 36 9 i 12 ; = 37.6 i , STA 7+02 60 236' LT ` , i' STA 17 +46.30 215 ' LT 1 t -? n 1 w 36.5 6 8 W 1 Qg j _ °:e � m RUNE 420 RADIUS, END % 1 7 x TEE, M xFL - N W ¢ 3 ' -" -i-- r TAI 6 +27'�3l 8 b�' LT �7' / 1 1 FIRE HYDRANT ASSEMBLY t�t�' Z (/) (n '= ,. 1 OJ 1 % IE= 31.51. 1 THRUST BLO TER LINE 0 ^^RADIUS, 4 IE =32.56 g J y ' 35.x! TERLI E 20'; 13ADIUS, , %��� -' � i 4 I `1E =32.58 4 LLI J 1 =30.01 1 �� N Y -351 IE =31.86 J ?- 4 �. 35.a 4 , 4 �IE=32.22 J n 0 �35.4 v 4 IE =30.14 i O U 'IE =30:37 7 W Q 4 0 � (tl SERVICE LOCATION LOT STATION WATER SERVICE SIDE SEWER 103 14 +91.30 15 +02.30 104 15 +22.55 15 +36.01 105 15 +48.71 15 +63.51 106 1 6 +10.43 15 +98.89 107 16 +23.54 16 +34.91 108 16 +55.07 16 +70.20 109 16 +80.85 16 +97.17 110 17 +35.55 17 +24.41 1 1 1 17 +43.88 17 +57.43 112 17 +78.17 17 +92.17 113 18 +03.32 18 +17.18 114 18 +60.40 18 +48.37 PER DETAIL ON SHEET C5.94 w 48" SANITARY MANHOLE EXTRA SHALLOW, TYPE C. PER DETAIL ON SHEET C5.94 0 6" SIDE SEWER CONNECTION, 2% MIN. SLOPE 5 m a PER DETAILS ON SHEEP C5.95 p � /�\ 5 SIDE SEWER CLEANOUT, PER DETAIL ON 0 rc SHEET C5.95 w ° a FIRE HYDRANT ASSEMBLY, PER DETAILS ON 0 SHEET C5.90 w TEMPORARY 2" BLOW -OFF ASSEMBLY, PER `� a DETAIL ON SHEET C5.90 ���' J J L n CONCRETE BLOCKING, PER DETAIL ON SHEET C5.90 - r a RO LL .2 0- 7 W; W -365 S 333�o i CSCa�_) gPt...... JIM, JUNIMI F R 0 8 8 d G S i3 9 XR_EF_LIS_ Uscale Resolved_ TTLBLK RLSSEAL C78BN131 C78BR90( KSKSEAL 0788B 19( C788R27( C768R50( C788U63( C788A21C C788H43( C78BL65C C788U67( C788G43: C788T07(I T788R800 C788T130 C78BU90( C788NO3° C78BUBIC C788U62C S78BY220 C788N60C C78BT071 C78BN601 o o PORTION OF GOVERNMENT LOT 1, SEC. 32, T24N, R5E, W.M. CONSTRUCTION NOTES gLn SHEET ANI g4 MANHOLE, PER DETAIL ON o £U SEE SHEET C5.06 SEE SHEET C5.02 54" SANITARY SHALLOW MANHOLE, TYPE B, PFR NFTAII (1N SHFFT ROLL CD.W'�SZioirJ S _ 33�ooS (Scan) �M1�$24�� FR 4-14, y � • \� - ( N40TH�PL -• WIWAM4'AV�ON � �f r " _i! 3k SERVICE LOCATION rn ( STATION LOT WATER SIDE SERVICE SEWER TRACT P1 31 +21.61 = 48" SANITARY MANHOLE EXTRA SHALLOW, TYPE C, PER DETAIL ON SHEET C5.94 4 SIDE SEWER PER DETAILS ON SHEET C 2�AMIN^ ^SLOPE 0 o \ ROLL CD.W'�SZioirJ S _ 33�ooS (Scan) �M1�$24�� FR 4-14, y � 8 R gR 3 Y S S 9 01-1 �3 U 3 m r n 0 0 r M F U O K Y n E a r °o m 0 G Y 0 o PORTION OF GOVERNMENT LOT 1, SEC. 32, T24N, R5E, W.M. CONSTRUCTION NOTES \ 4 I SHEET C5 94Y MANHOLE, PER DETAIL ON U a.. i S. � - ! i � — ,-- - - - - -- -- -- 44 SERVICE LOT 42 43 44 LOCATION STATION WATER SERVICE 11+01.64 10 +45.90 9 SIDE SEWER 11+17.41 10 +34.29 9 54" SANITARY SHALLOW MANHOLE, TYPE B, PER DETAIL ON SHEET C5.94 � 46" SANITARY MANHOLE EXTRA SHALLOW, TYPE C, PER DETAIL ON SHEET C5.94 6" SIDE SEWER CONNECTION, 2% MIN. SLOPE PER DETAILS ON SHEEP C5.95 i w o v r ° WX 1'i'"1 W (n Z (/) I y � --tt� 47 - - 8 4 ' w 31.0 �' ``� `' ° ! I r 43 , 32.2 TP, 9 +83.21, 0 96' �{' ' 32.0 ( 10 "x10' TEE, FLxFL S3 10 GATE VALVE, �LXMJ ; 8 TA 0 +48.90, 9.75' RT l71 THRUST BLOCK j St� 1�Yxi0" 45 ^^BEND, MJxMJ �� 45 46 47 48 +85.43 9 +27.84 8 +68.14 8 +59.60 8 +10.99 +71 .63 9 +43.22 8 +80.48 8 +40.79 8 +12.80 5 SIDE SEWER CLEANOUT, PER DETAIL ON SHEEP C5.95 FIRE HYDRANT ASSEMBLY, PER DETAILS ON f K ° w o a F o w N ROLL .2 0 7 co, W-3S5000 ���`. S -331 CSCuv F R 471 ■ Ii a oLL PORTION OF GOVERNMENT LOT 1, SEC. 32, T24N, RSE, W.M. CONSTRUCTION NOTES SHEET CIS 9RY MANHOLE, PER DETAIL ON a $ 2 54" SANITARY SHALLOW MANHOLE, TYPE B. " _ : - - ST 16 +25.71 7.50' L .I STA 16 +40.89 7:50' LT. S I A 17 +88.27 2.57 LT I 1 1 10 x1 45 fiA ALB JxMJ :1 10x10' 45 NE ICAL BE D, MJxM,7�.;7.. 28 27 1, 10 "x10" 45' VERTICAL END, MJxMJ Q " -'STA 16 +07.09 7 50' LT' s STA 17 +32.50, 2.77' L 1 1 10 x10 ._ VER CAL BENq.. M"JxMJ 1 4 SHACI�IE U ��'1\ _ 43 SHACKLE ROD I $ 6 i f SHACKLE ROD ! Wx6 LzFL 28.0 1 SHACKLE ROD SETA i -1 0.64 38 T'� e��i i F1xM 57A �7 +67.36 .33' LT 2� 2 1'- - __ ASSEMBLY �1 STA l � K; ' 10 "x10" 2 S BEND, MJxMJ 8 ;� STA 1 X075 2.65' L 28.3 LLJ g 1 10 x1 4$' VIER CAL BEND, MJxMJ iI% I i it �1; T�HRUSi BLOCK 1 10 "x10" 45' VERT L BEND, MJxMJ 14 8_ SHACKLE ROD U W 1 'Y 3 W Q 321 Q U 1 I J 1 SHACKLE ROD �i 28.0 28:0 �' IE =22.95 IE =Y3.64 4 W (1) IE _! I ili I P8 4 IE =23.01 4 R (/) 4 IE =23.50 4 f- I i i I i 4 IE =23.18 10 I 26 Q co 70 10 I itf I r 10 - - - -- - -'0 J J - _ - _ - - =I,-- IE =23.78 � Z ?i L6 - - -- -- - -" -1- - -- - - -- --_ J 4 STA 18 04.07 4.17' (7 - U 1 `;- :. - -' ` -- - - .___ -_ - l ► '�. r - c - �\ ! - (1) 10" 10" 22.5' BM, MJxq SERVICE LOCATION LOT STATION WATER SERVICE SIDE SEWER 22 18 +83.78 18 +72.46 26 18+16.55 10 +27.90 27 18 +12.43 17 +96.47 28 1 17 +53.87 17 +63.78 29 11 7 +37.36 17 +22.81 30 i 6+75.11 16 +89.22 31 15 +57.00 15 +68.22 32 1 15 +09.28 15 +32.44 TRACT F 16 +46.28 15 +56.83 TRACT E 16 +40.00 16 +58.28 PER DETAIL ON SHEET C5.94 w s 48" SANITARY MANHOLE EXTRA SHALLOW, ° TYPE C, PER DETAIL ON SHEET C5.94 6" SIDE SEWER CONNECTION, 2% MIN. SLOPE o a m PER DETAILS ON SHEET C5.95 0 SIDE SEWER CLEANOUT, PER DETAIL ON -SHEET C5.95 ,,, ° a Q FIRE HYDRANT ASSEMBLY, PER DETAILS ON 0 o SHEET C5.90 o I z o 4� TEMPORARY 7' BLOW OFF ASSEMBLY, PER DETAIL ON SHEET C5.90 CC)', lN- Oj"�30U$ S 3,3vo� C,ca�) JUN ROLL: -2 07 F R 4 i, 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 8 R e G `d S XREF LI! Ltscale: Resolved c° zo N U 3 0 m 0 o w o' i n i a n m 0 E LI ° G Y i a CD; W SSSoiZ- K�AII R 8 F G Y 5 S 0 XRE_F LIS Ltscole R_e_solve_d_ TTLBLK RLSSEAL C78ON131 C788R901 KSKSEAL 07886191 C78BR271 C788R501 C788U531 C78BH431 C788L65( C78BU671 C78BG43: C788T07( C78ST13C C78BU901 C788U611 C788U621 C788NO3: S78BY22C C788N60( C788N60' C788TO71 �3 xo N U 3 0 o i o° 0 w '0 i A I r °o rn 0 a 1:1 a cz N . PORTION OF GOVERNMENT LOT 1, SEC. 32, T24N, R5E, W.M. CONSTRUCTION NOTES M 48" SANITARY MANHOLE, PER DETAIL ON g<n o SHEET C5.94 ao s sU SEE SHEET C5.07 n /`\Jl / -i-- t. /,' / —�, `_,_ I '1 1 Q 54" SANITARY SHALLOW MANHOLE, TYPE B, S 333 011-( cc.) Kom IdUtllaw F R 4 ROLL 2 0- 7' m SERVICE LOCATION _ 98\ \, ,97 STATION 28 0 2 i'h ` ( i 1 ; \•` 4", WATER SIDE 34 '; jf SERVICE SEWER FLK UtIAIL UN �11ttl U5.`.i4 3 48" SANITARY MANHOLE EXTRA SHALLOW, TYPE C, PER DETAIL ON SHEET C5.94 a y \ Fy 9 l 53 22 +Q3.35 21 +95.85 4 T SIDE SEWER CONNECTION, 2% MIN. SLOPE - n, - STA-- 21t93':23� 4 03 --LT - 1 X28.5 Il 54 22 +39.83 22 +50.83 PER DETAILS ON SHEEP C5.95 G o W F LLJ (� Z ,� ,Y ., 8 MJxMJ 55 22 +72.43 22 +61.43 / (�' _ i �HgOS1 / I r —T-BLOCK-,X, 96 22 +70.93 22 +83.43 .r3, /1- 21t5BOb 7'$0 LT` 1 I ky - 3.21 w �, ,r I ., ., -1 x =TEE, VJxr -L 6 8 -- _ - -_ In 7�� ,I 4\ ,'�� 97 22 +37.38 22 +48.38 -�. ;,s/11 . . -v _ i 1 +� FIRE "HYDRAN ASSEMBLY _ 1 .I 1.,u I � :==.1 '� - 98 21 +90.15 21 +77.91 5 SIDE SEWER CLEANOUT, PER DETAIL ON SHEET C5.95 FIRE HYDRANT ASSEMBLY, PER DETAILS ON SHFFT r.5 -an w a S 333 011-( cc.) Kom IdUtllaw F R 4 ROLL 2 0- 7' m S S R R Y 9 H S C788U67( C78BG43: C788TD7( C78BT13C C788U90( C78BU61( C78BU62( C788NO3! 378BY22C C7BBN60C C78BN60'! - 788TO71 LL cv xo �i U U 3 n° °o r U O K a A I E h m 0 E 3 � Y s PORTION OF GOVERNMENT LOT 1, SEC. 32, T24N, R5E, W.M. CONSTRUCTION NOTES M 48" SANITARY MANHOLE, PER DETAIL ON \ g o SHEET C5.94 P° s U� a 2® 54" SANITARY SHALLOW MANHOLE, TYPE B, '" +36.00 7.06' LT 6 8 PER DETAIL ON SHEET C594 w SERVICE LOCATION LOT .J/ 1. 1 E, MJxFL SIDE SEWER I STA 24 +85.65 7.00' LT 23 +13.09 I� 23 +37.80 1I;FlR UST BL NT ASSEMBLY 58 ' (1) 10" GATE VALE MJxMJ 59 24 +39.63 24 +29.28 2 44.05. 7.08' LT 'A',10"007 45 BEND, MJxMJ 14 1 24 +91.65 - 91 9.0 ' $9 . ; $.; 24 +99.55 25 +10.65 I = SHACKLE ROD ).SHACKLE 25 +60.06 29.1 28 9 IE= �', ST 9.58 .5:735 LT' g (1 0". 22.5 B ND 25 +70.99 88 [� W �? N 47.28 09' LT -� VERT. BE MJxMJ 114 �- 1 ASH LE RO 1 STA 24 +03.05 7.09' LT ,� g 1 THRUST ....STA 24 +95.65 7.00' LT � - 24 +90.04 24 +79.04 N W Z ;28.5 I .'IELSL` 4 1p _ , , =24.i4 IE= 24.14 4 4 , 8' MJxFL , 1 FlRE HYDRANT ASSEMBLY 24 +16.05 93 J IE .233.59 18 - _ 94 10 (TYP.) .THRUST -BLOCK IE =23.49 4 _ 95 23 +32.88 W �ZO¢ 8 ; -- -- --- 1 0 O Ld C) 9 - - ` 1" AIR AND VACUUM RELEASE VALVE _ LL. C {A M m 24 G , M ° m mN� �` .-\,`, -` Tr M1 28 a n N' $lF�a Ol' 4..1 1 PL 1 �,.. o_ 3 LF 1!1"n' SERVICE LOCATION LOT STATION WATER SERVICE SIDE SEWER 56 23 +31.56 23 +13.09 57 23 +37.80 23 +49.54 58 24 +00.89 24 +16.47 59 24 +39.63 24 +29.28 60 24 +91.65 24 +80.65 61 24 +99.55 25 +10.65 62 25 +51 25 +60.06 63 25 +92.11 25 +70.99 88 25 +53.21 25 +67.39 89 25 +46.62 25+31.69 90 24 +90.04 24 +79.04 91 24+57.98124+68.98 92 24 +07 24 +16.05 93 23 +99.52 23 +87.45 94 23 +39.62 23 +52.36 _ 95 23 +32.88 23 +22.82 ( D °. W' �-) �5ot7 juslawd ROLL .20-7 F R 4 84 48" SANITARY MANHOLE EXTRA SHALLOW, ° TYPE C, PER DETAIL ON SHEET C5.94 N o Q 6" SIDE SEWER CONNECTION, 2% MIN. SLOPE a PER DETAILS ON SHEET C5.95 0 SIDE SEWER CLEANOUT, PER DETAIL ON SHEET C5.95 a FIRE HYDRANT ASSEMBLY, PER DETAILS ON 0 SHEET C5.9D 0 ° N 0 7� TEMPORARY 7' BLOW -OFF ASSEMBLY, PER DETAIL ON SHEET C5.90 L w ; 8�CONCRETE BLOCKING, PER DETAIL ON SHEET 9 C5.90 t� a 1" AIR AND VACUUM RELEASE VALVE _ > ASSEMBLY PER DETAIL ON SHEET C5.91 ° m 10 Maa'PER DETAIL ONTSHEETRC591, 1 11111-1 11 Tr = a ( D °. W' �-) �5ot7 juslawd ROLL .20-7 F R 4 84 o. A R G X 4 9 X_R_EF LIS Ltscale: Resolved_ TiLBLK RLSSEAL C788N13i C788R901 KSKSEAL 07888191 C788R271 C788R501 C78BU6'3 C78BH43i C788L651 C788U67i C788G43: C788T07( C78BT13( C78BU901 C788U611 C788U621 C788NO3' S788Y22( C78BN'0' C788N60 C78ST071 �3 xa U U 3 ° m n 0 0 0 n w 'o o: Y n I E rn 0 E a w� sa G Y s �+ PORTION OF GOVERNMENT LOT 1, SEC. 32, T24N, R5E, W.M. CONSTRUCTION NOTES g 58" SANITARY MANHOLE, PER DETAIL ON .. U ._ SEE SHEET C5.08 Iv [' LLJ (n W •— `• \ l4l \ \` �, \\ I 6 G�j• �7 `tr •'F9 \ \ \ 4 10 \ \a \ ( B 8 STA 211 +27.98 800' LT \ _, j rL 6, 'STA 26 +37.02 8.03' LT $ d \ 1 10 "x6" TEE, MJxFL- \ �� >t 1 10 x10 22.5 $END, MJxMJ \ ,\ 1 FIRE HYDRANT ASSEMBLY \ �� `'. / �1� THRUST BLOCK \� \ €1 THRUST BLOCK X �� ?s gyp; :. - - \ ti; \ p r STA 27 +03.93 6:74' LT TI 'I \� I (�'. I iI ' "I + III i - i I +`� '�-° YI 1 .� I It — — — — — I I SERVICE LOT TRACT F 64 65 66 67 68 76 LOCATION STATION WATER SERVICE 28 +08.60 26 +09.67 26 +53.54 26 +54.98 27 +08.37 27 +09.89 23 +85.85 SIDE SEWER - 26 +18.54 26 +35.46 26 +72.50 26 +91.98 27 +29.40 28 +16.98 ( 54'" SANITARY SHALLOW MANHOLE, IYNL b, PER DETAIL ON SHEEP C5.94 TYPESCNIPAER DETAILOON SHEET C5.94 4 C SIDE SEWER CONNECTION, 2% MIN. SLOPE PER DETAILS ON SHEET C5.95 5� SIDE SEWER CLEANOUT, PER DETAIL ON SHEEP C5.95 6� FIRE HYDRANT ASSEMBLY, PER DETAILS ON SHEET C5.90 i ° g m 0 0 K w a o ° z �� \ACT 8 \ \I \ .a� . \ - - • (1) 10 x10 22.5 BEND. MJxMy `5l',' \ - \ I m- 11 II I - h _ I f— — — — — — z D , \A7 — 5 7 0t(0 C, (')I ain) JUN 2 9 �T7 ROLL 2 07' FR 485 Ci S a R I FI bi I S S x ° i 0 0 0 r w '0 o x i E 2 i4 0 0 a g °a �of G Y Ln PORTION OF GOVERNMENT LOT 1 SEC. 32 T24N R5E W.M. SERVICE LOCATION CONSTRUCTION NOTES s > > STATION o TAIL ON 1� 48" SANITARY MANHOLE, PER DE r7 LOT WATER SIDE gU SERVICE SEWER SHEET C5.94 O a o s a w N 41ST PL. -SEE SHEET C5a 14 I 69 11+39.89 1 1 +28.89 2 54" SANITARY SHALLOW MANHOLE, TYPE B. z I� I ,ZS -- Ii ' 1�6' 1 PER DETAIL ON SHEET C5.94 w �7 �, 70 11 +92.64 11 +81.64 11 28.3 STA 11 +54.89 23' RTi // I �:,f 413" SANITARY MANHOLE EXTRA SHALLOW, v I� 28.0 1 V 8 111) 10 °x10" TICAL CROSS, MJxFL 1 _ / STA 1 +(j6.76 6.0 r LT TYPE C, PER DETAIL ON SHEET C5.94 (n ZrJ 1 ST BLO K 1 rn I , , , 9 8 )) .o° y , , (11 1 'x�0" CAP +'MJ '� \ (/O I , ) �F EMBLY i i I + // I i (1 T RU$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- . S G 'o Li Oa NO Cn J V) Q Z -J W � 0 O,LL_I W -vim Of �jCn < Z Q O V) w3 xo i Do 0 i °o r w O a n I O O O O tua °a LL Y Nz z z 5 m N Y 1 Vl`1.1 V1 \ V -1 VtiJ ♦L �1 \1�iie.1 \ i/V 1 1� JLM 4 24 "X 6" FRAME AND UP / PER DRAWING BR29, SP PAGE B074. ADJUSTING RINGS OR BLOCKS 24" X 6" FRAME AND LOCKING / AS .REQUIRED. 24.. LID PER DRAWING BR29, SP PAGE 8074 4' MIN. 70 PRECAST VALVE 4 MIN. TO 12" MAX. CHAMBER'CONE _ 12" MAX. x ED R.C.P. OR EQUAL ADAPTOR x COLLAR I GO 24" < _ 8 OR _ RUBBER 11 - GASKET 12" PIPE 0 Lo z 12" N or ly Do z e m � 4" 19,E 54" E " 48„ -fi° POURED IN. PLACE BASE NOTES- W LIMITS OF PIPE ZONE BACKFILL MATERIAL (SEE NOTE L CONCRETE CLASS C (SEE NOTE8) C FOUNDATION LEVEL l l BB (CLASS A DESIGN) -r M ALL BEFORE YOU DIG 1- 800 -424 -555 M Incorporated a m ° M 9 rr W 1 ¢ N MNOTE OO o E-1 FOR RIGID PIPE (SEE NOTE 6) By: Date: 30788.001.001.DS C Project No. By: Date: A U . A a m � °' (CLASS XREF LIST LtficQle: 1 �I BEDDING •• RIGID PIPE Resolved___ TILBLK o_ m LIMITS OF PIPE ZONE RLSSEAL KSKSEAL C788TO71 a 4- �.. €o w3 xo i Do 0 i °o r w O a n I O O O O tua °a LL Y Nz z z 5 m N Y 1 Vl`1.1 V1 \ V -1 VtiJ ♦L �1 \1�iie.1 \ i/V 1 1� JLM 4 24 "X 6" FRAME AND UP / PER DRAWING BR29, SP PAGE B074. ADJUSTING RINGS OR BLOCKS 24" X 6" FRAME AND LOCKING / AS .REQUIRED. 24.. LID PER DRAWING BR29, SP PAGE 8074 4' MIN. 70 PRECAST VALVE 4 MIN. TO 12" MAX. CHAMBER'CONE _ 12" MAX. x ED R.C.P. OR EQUAL ADAPTOR x COLLAR I GO 24" < _ 8 OR _ RUBBER 11 - GASKET 12" PIPE 0 Lo z 12" N or ly Do z e m � 4" 19,E 54" E " 48„ -fi° POURED IN. PLACE BASE NOTES- W LIMITS OF PIPE ZONE BACKFILL MATERIAL (SEE NOTE L CONCRETE CLASS C (SEE NOTE8) C FOUNDATION LEVEL l l BB (CLASS A DESIGN) -r NOTES: RQM5; 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 1. MOM OE UNIFORM SUPPORT UNDER BARREL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE. SECTIONS ARE INSTALLED. 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS PRE INSTALLED. 2. HAND TAMP UNDER HAUNCHES. 3. CASTING TO BE PER DRAVANG BR29. a CASING TO BE PER DRAWING BR29. S COMPACT DING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY 4. MANHOLE SECTIONS TO BE OF REINFORCED SIDE. OVER CONCRETE em 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. OvER PIPE. xANO TAMP. ONLY. . emolNC CLASS oescn ALL JOINTS SHALL BE GROUTED. 6. ALL JOINTS SHALL BE GROUTED. 4. SEE "EXCAVATION AND. PREPARATION. OF TRENCH" IN THE SANITARY DIMENSION CLASSA CLASS a LASS C CLASS D CLASS F 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING a SANITARY. SEWER MANHOLES SIIAU- HAW ALL INTERIOR SURFACES, INCLUDING CHANNELING, SEWERS SECTION OF WE STANDARD. SPECIFlCTATIONS FOR TRENCH WIDTH CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER MC AROSHIELD OR RE AND WIDTH, EXCEPT FOR C S PIPE ZONE WILL IN THE ACTUAL 4" MIN. lFDNCH WIDTH, 1-1 /2 FOR CIA55 A BEDDING. THE MINIMUM CONCRETE WASSER MC- AROSHIET� OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. APPROVED EIXIAL, COLOR OF COAPNOSHALL BE WHITE: WIDTH SHALL BE 1 -1/2 I.D + 1B ". ^ T/a I.D. ZERO 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH. ASTMC -443. 12" MAX 6. 443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE RUBBER GASKETED JWNTS SHALL BE IN CONFORMANCE WITH ASTM C - 5: TRENCH I ARY SHALL CONFORM TO STANDARD .SEWER TRENCHES" LARGEST PIPE: IN THE. SANITARY SEWERS SECTION OF ME STANDARD SPECIFICATIONS, B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. 7 CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 WE INSIDE DIAMETER OF THE LARGEST PIPE EXCEPT THAT ROCKS M LUMPS LARGER THAN 1" PER FOOT OF PIPE 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - BOOTS OR APPROVED EQUAL. 8. PROVE EQUAL. TO MANHOLE SHALL BE MADE USING C-PK ADAPTOR, KOR N SEAL BOOTS OR S. SEE. "BEDDING MATERIAL FOR RIGID PIPE" IN THE. AGGREGATES SECTION APPROVED EWAL. OF WE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. • A = 4' MIN. 27" I.O. AND TINDER 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES 6" MIN. OVER 27" I.D. SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS SANTTAYtY YBNFCGLE.. B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TD ENSURE FLOW LINE IS MAINTAINED. MORTAR SANITARY SHALLOW MANHOLE TYPE B EBTRA SHALLOW TYPE C 0 ADOPTED ADOPTED cm or 84A� 1PL1! lrilOLim !!m in mm 17/40 T 9 i8[ DIM 17/40 TQ I .n6em oota DcV Ac DWG. NAME: BR37 SP PAGE.-9072 D .... DWG. .NAME:. BR38 SP PAGE: 8073 MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE B074) ADJUSTMENT (4". MIN.) CONE RUBBER GASKETED JOINTS IN er_roaoenlcr, WITH STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.,. OR APPROVED EQUAL r=T00= SPECIFY o.0 O � LETTERING MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM I 0 OR. GALVANIZED STEEL CONCRETE SHELF I I PRECAST BASE SECTION I i OR CAST IN SHELF. I yq I I I I I I I I� SANITARY MANHOLE TYPICAL DETAIL �+ rT NOT TO SCALE 'A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D. I 54" MH 54" 8" MIN. 5.5" MIN. 24" I MN. 24" LD. Z 60" MH 60" 8" MIN, 6" MIN. 42" MN. 30" I.D. 0 V) None 1. STEPS TO BE 3/4' C FFOBDED BAR CALVANRED SAFETY STEPS OR EQUAL Of 2 STEPS ARE M BE IN PLACE BEFORE MANHO -E SECTIONS ARE INSTALLED. 4 CASTING To BE PER DRAWING BR29. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CgICRETE 5. ALL JOINTS SHALL BEGRWTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTEMOR SURFACES, INCLUDING CHANNELNG APED (SEALED) WITH A HIM SOLIDS URETHANE COOING; W ER MC CONSEpL OR APPROVED EQUAL; COLOR OF COATING SHALL BE MM WW _ & CH MND.GND[} T 9f ALL MNTS BE�AA MINIMUM OF 3/4 RWE INNSDE DIAMETER OF WE 1-GEST PPE 9. CONNECPONG TO MANHOLE SHALL BE MADE USING GPK ADMTOR, KCR N SEAL BOOTS OR BANrbRY MANHOLE APPROVED EQUAL ,�, 14 MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACC CUMBING AND FALL PROTECTION SYSTEM INSTALLED. 1. A S SHALL BE LDQXING UD PER IN ® AmPTEO N E 017 (LOANING) OR EQUAL NI-AND FOUNDRY CO. INC. USE SANITARY PE COVEN FOR STORM (SPECIFY GUY W COVER). � HL0 SANITARY (SPECIFY "SEWER"), W WRIER (SP GUY "WATER "). O Z DWI. NAME 13M SP PAGE: 8071 ruTr oaYwmlu o 7�' mama FRA71B AND con ADOPTID @! R mev = 0 4/= DWG. NAME BR29 SP PAGE W74 PIP& BEDDING FOR SANITARY SEVER ADOPTED s� = W 1mnm ■0- BPAI�EID pf 4 184 /1� /47 7 DWG. NAME BW18C SP PAGE:BO77 0 N O a \_ m o \ � o i 0 � o d O 0 W (n o0 0 N_ Vl Zi w i w tt� L S�9 OF WTI C IST S 1 O `s1ONAL:F'��J ( EXPIRES: 1115/09 `ved J W in z LIJ z W O N C U Cf- W oN BACKFILL MATERIAL ALL BEFORE YOU DIG 1- 800 -424 -555 RECOMMENDED FOR APPROVAL Incorporated 10230 NE Points Drive, Suite 400 By: Date: 30/ ° •• _ MNOTE By: Date: FOR RIGID PIPE (SEE NOTE 6) By: Date: 30788.001.001.DS C Project No. By: Date: _ C5 ♦94- (CLASS 13� C. Di DESIGN) BEDDING •• RIGID PIPE Sheet No. W (SEE NOTE 4) -;�, LIMITS OF PIPE ZONE : •• IAL FOR FLEXIBLE PIPE • Sheet of • • �[] (CLASS F DESIGN) -97 BEDDING NOTES: RQM5; 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL 1. MOM OE UNIFORM SUPPORT UNDER BARREL 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE. SECTIONS ARE INSTALLED. 2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS PRE INSTALLED. 2. HAND TAMP UNDER HAUNCHES. 3. CASTING TO BE PER DRAVANG BR29. a CASING TO BE PER DRAWING BR29. S COMPACT DING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY 4. MANHOLE SECTIONS TO BE OF REINFORCED SIDE. OVER CONCRETE em 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. OvER PIPE. xANO TAMP. ONLY. . emolNC CLASS oescn ALL JOINTS SHALL BE GROUTED. 6. ALL JOINTS SHALL BE GROUTED. 4. SEE "EXCAVATION AND. PREPARATION. OF TRENCH" IN THE SANITARY DIMENSION CLASSA CLASS a LASS C CLASS D CLASS F 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING a SANITARY. SEWER MANHOLES SIIAU- HAW ALL INTERIOR SURFACES, INCLUDING CHANNELING, SEWERS SECTION OF WE STANDARD. SPECIFlCTATIONS FOR TRENCH WIDTH CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER MC AROSHIELD OR RE AND WIDTH, EXCEPT FOR C S PIPE ZONE WILL IN THE ACTUAL 4" MIN. lFDNCH WIDTH, 1-1 /2 FOR CIA55 A BEDDING. THE MINIMUM CONCRETE WASSER MC- AROSHIET� OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. APPROVED EIXIAL, COLOR OF COAPNOSHALL BE WHITE: WIDTH SHALL BE 1 -1/2 I.D + 1B ". ^ T/a I.D. ZERO 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH. ASTMC -443. 12" MAX 6. 443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE RUBBER GASKETED JWNTS SHALL BE IN CONFORMANCE WITH ASTM C - 5: TRENCH I ARY SHALL CONFORM TO STANDARD .SEWER TRENCHES" LARGEST PIPE: IN THE. SANITARY SEWERS SECTION OF ME STANDARD SPECIFICATIONS, B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. 7 CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 WE INSIDE DIAMETER OF THE LARGEST PIPE EXCEPT THAT ROCKS M LUMPS LARGER THAN 1" PER FOOT OF PIPE 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - BOOTS OR APPROVED EQUAL. 8. PROVE EQUAL. TO MANHOLE SHALL BE MADE USING C-PK ADAPTOR, KOR N SEAL BOOTS OR S. SEE. "BEDDING MATERIAL FOR RIGID PIPE" IN THE. AGGREGATES SECTION APPROVED EWAL. OF WE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. • A = 4' MIN. 27" I.O. AND TINDER 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES 6" MIN. OVER 27" I.D. SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS SANTTAYtY YBNFCGLE.. B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TD ENSURE FLOW LINE IS MAINTAINED. MORTAR SANITARY SHALLOW MANHOLE TYPE B EBTRA SHALLOW TYPE C 0 ADOPTED ADOPTED cm or 84A� 1PL1! lrilOLim !!m in mm 17/40 T 9 i8[ DIM 17/40 TQ I .n6em oota DcV Ac DWG. NAME: BR37 SP PAGE.-9072 D .... DWG. .NAME:. BR38 SP PAGE: 8073 MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE B074) ADJUSTMENT (4". MIN.) CONE RUBBER GASKETED JOINTS IN er_roaoenlcr, WITH STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC.,. OR APPROVED EQUAL r=T00= SPECIFY o.0 O � LETTERING MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM I 0 OR. GALVANIZED STEEL CONCRETE SHELF I I PRECAST BASE SECTION I i OR CAST IN SHELF. I yq I I I I I I I I� SANITARY MANHOLE TYPICAL DETAIL �+ rT NOT TO SCALE 'A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D. I 54" MH 54" 8" MIN. 5.5" MIN. 24" I MN. 24" LD. Z 60" MH 60" 8" MIN, 6" MIN. 42" MN. 30" I.D. 0 V) None 1. STEPS TO BE 3/4' C FFOBDED BAR CALVANRED SAFETY STEPS OR EQUAL Of 2 STEPS ARE M BE IN PLACE BEFORE MANHO -E SECTIONS ARE INSTALLED. 4 CASTING To BE PER DRAWING BR29. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CgICRETE 5. ALL JOINTS SHALL BEGRWTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTEMOR SURFACES, INCLUDING CHANNELNG APED (SEALED) WITH A HIM SOLIDS URETHANE COOING; W ER MC CONSEpL OR APPROVED EQUAL; COLOR OF COATING SHALL BE MM WW _ & CH MND.GND[} T 9f ALL MNTS BE�AA MINIMUM OF 3/4 RWE INNSDE DIAMETER OF WE 1-GEST PPE 9. CONNECPONG TO MANHOLE SHALL BE MADE USING GPK ADMTOR, KCR N SEAL BOOTS OR BANrbRY MANHOLE APPROVED EQUAL ,�, 14 MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACC CUMBING AND FALL PROTECTION SYSTEM INSTALLED. 1. A S SHALL BE LDQXING UD PER IN ® AmPTEO N E 017 (LOANING) OR EQUAL NI-AND FOUNDRY CO. INC. USE SANITARY PE COVEN FOR STORM (SPECIFY GUY W COVER). � HL0 SANITARY (SPECIFY "SEWER"), W WRIER (SP GUY "WATER "). O Z DWI. NAME 13M SP PAGE: 8071 ruTr oaYwmlu o 7�' mama FRA71B AND con ADOPTID @! R mev = 0 4/= DWG. NAME BR29 SP PAGE W74 PIP& BEDDING FOR SANITARY SEVER ADOPTED s� = W 1mnm ■0- BPAI�EID pf 4 184 /1� /47 7 DWG. NAME BW18C SP PAGE:BO77 0 N O a \_ m o \ � o i 0 � o d O 0 W (n o0 0 N_ Vl Zi w i w tt� L S�9 OF WTI C IST S 1 O `s1ONAL:F'��J ( EXPIRES: 1115/09 `ved J W in z LIJ z W O N C U Cf- W oN CD JUN 222007 t ALL BEFORE YOU DIG 1- 800 -424 -555 RECOMMENDED FOR APPROVAL Incorporated 10230 NE Points Drive, Suite 400 By: Date: 30/ Kirkland, Washington 98033 _ Phone: 425 822 -4448 By: Date: FAX: 425 B27 -9577 Internet: WWW.Otak.COM By: Date: 30788.001.001.DS Project No. By: Date: _ C5 ♦94- Sheet No. Sheet of CD JUN 222007 t o �� ��09sa�c � \� a It // v ' J g J F' ZZ J Q cJ � � LOO w W ~ � W ���� m ~ �� ® � O Q (TYPICAL) .I- PROPERtt uNE� WYE WITH PLUG PRGPEP.tt LINE w ¢ i 5 � � B MIN � � m I v °_ 6 "x 4" RE000IIi ° a a /¢/'� V / _ z (TPICAL) 8 MAIN gYIER LINE F � � "' 6 "' SIDE SEWER AND BUILDING SEWER — � 4 -3/4 M _ a _ IF THE BUILDING SEWER SERVES aNY TIXNRE HAVING ¢ooD LEVEL RIMS LocATm e¢aw THE E¢vAnw of THE NETR UPSTREAM MANHq£ COVER OF THE PtIBUC 9 15 -4" SECTION A -A M C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED .. �� o � a N � E-I 3 �'� .a7 N � � � � � W LL �x W � --° �wpp� w ' C G � a XREF LIST - m � \ °1 wrl« 9,mm nortwPO ea m'ri.,,.m m�...�wa .wn " PLAN W «,,,M u =M�t`�°p� �,W � ^�,� � euiLDING ner me a en a ma �I --u-. �wEa �"rinip° � R1srAiunDN e. �pm+��N� oM g"��maa�� CALL FOR LOCATIONS BEFORE YOU. DIG oar LtscDle: 1 Resolved ry �� � 0 ¢ .lu., .e.�.el` W .6y o one emdrd yo-«: .w, 48HR LOCATORS 1 -800- 424 -5555 � §AI ��."' e� son >. A .gn mm . Nmned m g««dm...xA ne wa,r,ga� mmvm sgNer ona Neo uAa. (WSUU - a Ap amu, rwfo °wn t« M. enN. a u.�.fing a�e or w.�t«- z�irgNe tg me m «t a�L ama, r..lo�mlo .n �n.� -- TTLBLK RLSSEAL m° '- -- KSKSEAL C788T071 - _ - - -_ -_ am 4P � �� H «a.nm son ry v ay.me na y1 av,¢ u„r�0.tzmm em � 1NBTALGTiON PLAN �GPT) ®- 4[I Q8iR66 61e8n1 ®PL® Iffi O{S 1Y/9S �, �� ,t,O,�p�,Y Ty�y� •�""' L�DPT� @[ Q mll6tf � lfYmlID.pL10 16! D@ 1R/96 �� � �� DWG. NAMEBR35 SP PAGEB082 1017 g � Dw � DWG. NAME BR39 SP PAGE 8078 Io Aaaea notes Dcv Ac DWG. NAME: 04 2003 SP PAGE BW18B ��_ o Z�4 .� ® z z z - (TYPICAL) .I- PROPERtt uNE� WYE WITH PLUG PRGPEP.tt LINE w ¢ i 5 � � � m � B MIN � � m I v °_ 6 "x 4" RE000IIi ° �3 Ba s 83 �d _ z (TPICAL) 8 MAIN gYIER LINE F � � "' 6 "' SIDE SEWER AND BUILDING SEWER — � 4 -3/4 rco m m 3 m 0 °o U 'o i Z ,. O r N n I I lY n n a 0 �¢ O Z w lr ►: PORTION. OF GOVERNMENT LOT 1, .SEC. 32, T24N, RSE, W.M. 4" RENO A6 REQUIRED (NO MORE //�� AIL 90' NRNS SHALL RE THAN 46' BEND). EVERY 2ND 4" CLEANWT WYE 1MTH � ACCWAPDSHED BT MEANS CHANCE IN.OIRECnON OR GRADE 46' BEND AND PWG OF A WYE ANp 46' BEND. WILL REQUIRE A SURFACE w TWO 4S BENDS SHAH NOT CLEANOUT WYE. � BE ACCEPTABLE � Z) cl HOUSE HLU6E HOUSE HW6E 3 "MIN. I - a" 2MEFi PIPE a SURFACE ° (TYPICAL) 4' SEWER PIPE SEE NOTES 2 ANO 1 CI.EANOUi 4" TEST TEE WI1H MIWMUM UNE SIZE FOR OTHER THAN tYYE PLUG FACE UP SMGLE FAMILY 15 6° a" CIEANOUi Z PROPERTYLINE � _ 6' 0" FUTURE 6" BUILDING SEWER PIPE „t ' BUILDING SEWER I — ___ � 2'x 4" SNO SERVICE MARKER PAINT 7EE WITH 6" SIDE OU iLET � UPPER PORTION WHITEANS STENCIL ON � SIDE WORDING TSEWER" PATH 3" Hlgi � BLACK LETTERS: AND ,y6. WIRE WRAPPED A A 2' -0" CONCRETE CLASS 3000 �� (TYPICAL) .I- PROPERtt uNE� WYE WITH PLUG PRGPEP.tt LINE AROUND THE STUD AND E%TENDED TO THE � ToP DF THE STUD. a "� ':; B MIN � � m I v °_ 6 "x 4" RE000IIi ° 'HALF STANDARD APFRO%. 21F>yi[BS �1 I .�,� I9 " -- _ z (TPICAL) 8 MAIN gYIER LINE F � � "' 6 "' SIDE SEWER AND BUILDING SEWER — � 4 -3/4 TYPICAL BUILDING SEWER INSTALLATION PLAN - UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST � 12 "0 �- -8 "I � FIBER JOINT PACKING _ IF THE BUILDING SEWER SERVES aNY TIXNRE HAVING ¢ooD LEVEL RIMS LocATm e¢aw THE E¢vAnw of THE NETR UPSTREAM MANHq£ COVER OF THE PtIBUC IRONSADDLE SECURED'TO.SEWER MAIN: PATH 'STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE 8EW'ERS TO EXISTING MAIN. - VITRIFlED CLAY, PLAIN ANO REINFORCED CONCRETE, D1 PIPE AND - 15 -4" SECTION A -A _ a SEWER SYSTEM, A BACKFLDW PREVENnON DENCE 91CH AS CLEPN CHECK FXIp10ABLE BACKWATER VALVE OR n 9 MPROVED EWAL SHALL BE INSTAtLID. - - 4" SqL PIPE m OR EWAL TO FlT IXi EQIPL TD FlT 4" CARER CWIPDNG _ 4" CALDER CWPDNG ° °- n ¢ r° 9 'mme '- SURFA�CI.EANWT � ". C1 PIPE SEWER MAINS ARE TO BE CORE DRILLED .. 45' (1 /6) BEND B B ...� n t:' - SURFACE CLEANOUT a xa^ wrE a °x 4".a' wrE a 4" PIPING a" PIPING 60° ALLOWABLE MAX. FOR: CAST IRON PIPE OR DUCTILE IRON PIPE w .., ai -i @ y,`.• PLAN _ BUILDWG DRAIN vA¢ uv nxo�Pw� FdT LOW HCUSE oN ¢ e y � w s".r4�REWCER NOTES: >� � 6".CWPLING TO FlT END 6" PIPE naw ouon a..�m,r ..�.9oo.mon. o wr...«P.,nm na..L a ¢� ° = REMDVr= z " :a" sTlm AND eA� ae PwG mn °¢ p M1mm y PuE n Bbe,e Depvann! � Wi ENO OR F]IISnNG 6" SEWER PIPE. MID m �i i 00� 1:3: S MIX R '(Y\ CONCRETE �P }� GCE oGK\N BLOCKING 7 �b .y5 / �� 0 �, \N / YNP,Y��GR� __GON_ 2 %'MIN SLOPE BY 7HE ENG VEER SPECIFIED 0�0 4,.. rte. _ 5 "U- -T ..;. $ t I 1 �' INSrALL eullDlNC SEWER croueuxcs, � m � Rwe� v r�m,lo-y� � e��p,.Ka a I II a RmucER. TEES AND ewos as REDUIRED. � c o. HORIZONTAL 6" SIDE OUTLET TEE } � t: � � 1" 2 h sFe sDE SEWER DETAL Dwc BR39, PROPERTW uNEI �� PAGE eD]a � (7 a tl. �L o � , �Ie a. o� � s^ wPINC TD.s' -D" grade Z� m BEYOND PROPERTY LINE -b �� aene s^ sDE auTlEr TES m I I SEE NOTE s gwETt MaN SEWER MAIN 6" MIN. SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION SECTION 8 -B CAST IRON RING AND COVER —� wrl« 9,mm nortwPO ea m'ri.,,.m m�...�wa .wn " PLAN W «,,,M u =M�t`�°p� �,W � ^�,� � euiLDING ner me a en a ma �I --u-. �wEa �"rinip° � R1srAiunDN e. �pm+��N� oM g"��maa�� CALL FOR LOCATIONS BEFORE YOU. DIG oar OF 7EE AT MAIN OVER 25 ELEVATION _: NL SAM MANNERL AS ',;:+' "_— I I MAIN SEWER JOINTS. �—§l .lu., .e.�.el` W .6y o one emdrd yo-«: .w, 48HR LOCATORS 1 -800- 424 -5555 � §AI ��."' e� son >. A .gn mm . Nmned m g««dm...xA ne wa,r,ga� mmvm sgNer ona Neo uAa. (WSUU - a Ap amu, rwfo °wn t« M. enN. a u.�.fing a�e or w.�t«- z�irgNe tg me m «t a�L ama, r..lo�mlo .n �n.� NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE AMINIMUM 2.5' COVER AT PROPERTY LINE OR 3 5' LOWER THAN THE LOWEST HOUSE ELEVA770N, WHICHEVER IS LOWER. E. 3 CROSS BEAM. AP7R,Ox. 6AS - e q,.w nrnedc u„ 9 « � � - TYFlCAL HOQDIDiG 9ENffit - 6W,BC « BROg .. wp �& �11E@ /�BOPERTY *Y�Y� \� '�" °/ Imum to root A« roeL . � p.Lm��aee 't'D HOII.DIING. COHNS(.•gGN - gP�YlpAim 9IDg �WgR IIiyperra�reEtH notes: 8 YNCH OR 8 INCH 1. ALL CLEANO Ul5 SHALL BE INLAND FOUNDRY CO. INC. No. 24]. 2 IN UNIMPROVED AREAS. POUR A 1' -0" THICK..2' -O' SQUARE CLEANGUT «a.nm son ry v ay.me na y1 av,¢ u„r�0.tzmm em � 1NBTALGTiON PLAN �GPT) ®- 4[I Q8iR66 61e8n1 ®PL® Iffi O{S 1Y/9S �, �� ,t,O,�p�,Y Ty�y� •�""' L�DPT� @[ Q mll6tf � lfYmlID.pL10 16! D@ 1R/96 CONCRETE, CLA55 3000, PAO AROUND THE RING AND COVER. 3. IN ASPHALT ROADWAYS, RESTORE ARWND CLEANOUT RING ANO COVER AS REOUIREO BY STANDARD DETAIL DRAWING BR36. ADDP1,� A @! Q I�1lDEI '�* BS1l®i® PLN'!B I8i Dist 8076 a 0 .Revised notes JDH DMC DWG. NAMEBR35 SP PAGEB082 1017 g � Dw � DWG. NAME BR39 SP PAGE 8078 Io Aaaea notes Dcv Ac DWG. NAME: 04 2003 SP PAGE BW18B �Ro �U�� BLOCK 59" 29.5" 29.5" i ® ��LSl1H LV.5LLJUU�� L41V�0 7000 NE40TH AVE, D -d, VANCOWER WA 98661 SANITARY PIPE RUN THROUGH "ULTRABLOCK" WALL DETAIL � NTS PRIVATE STREET P2 C5.95 ROLE 2 07 U z � a m O � K o ¢� O W U d � O z � Z O � O � � is 09 L SSA � �F Ate! � ?� a4j a r a m x � �ECI T1ER�91$�v� 01 s`VIONAL E� nJ I EXPIRES: 1/15 09 N W (n J M w W �� z ,W^ V ' � � 0 V / CALL BEFORE YOU DIG 1- 800 - 424 -555 RECOMI��NDE FOR APPROVAL Incorporated VY�t�H�� LX �3�.L�� L9239 NE Points Drive, Suite 400 Xirkland, Washington 98033 FULL STANDARD APPROX. 9B20L85,. 'HALF STANDARD APFRO%. 21F>yi[BS ,BENCH ;AWR6}L 3dD0� I t� HALF BENCH. ApPROX. 1G6U1�ffi ,y.� Z }: }. - � r��e� �f � Lz u I.. ` I � .�' FULL FLAT TOP : - .HALF FLAT TOP f s_ �' ' k CN�RIBENCH : - "@ RAF p �N ENCN APPROX. 4?EHII.SS APPROX 21SDL85 f� ��� .I � VY" TRANSITION APPROX. BStXTL&S s � T! i CAP APNxOX. 216 €BS j �.., FLAT CAF TAPER aPPROX 21SOIB5 APPRtlX. 3500LaS �e 1J. '� f �.✓ FLAT TOP TRANS. � -! LEFT &RIGHT BENCH TRANSITION WEDGE APfRUx. 3ASCq,85 .. AIRRE1X. 395Dt85 /p APPROX. 260DLeS - � i. `Ix S z.s1 d,� ` 9 -CROSS BERM AvPaOx, &fi90tiG'' s E. 3 CROSS BEAM. AP7R,Ox. 6AS - e _- '`� -�-i s - �'X ' ALL BLOGK,S HAVE A SFVEiJ STRAN© iTFT3NG LOOP CAST IN THE M?C7DLE Of THE BLOC[i NflMLNA1 OLMENSIO!`dS $H()wN! AR£ " CONTAC`C ULTRA6L9+ =K, iNC_ ^DR AIiOI'iONAt. iNFOI!1A7 €OAT: 1- SOD -3?7 -3877 ..... , pvmw�Ultr block_rnrn �Ro �U�� BLOCK 59" 29.5" 29.5" i ® ��LSl1H LV.5LLJUU�� L41V�0 7000 NE40TH AVE, D -d, VANCOWER WA 98661 SANITARY PIPE RUN THROUGH "ULTRABLOCK" WALL DETAIL � NTS PRIVATE STREET P2 C5.95 ROLE 2 07 U z � a m O � K o ¢� O W U d � O z � Z O � O � � is 09 L SSA � �F Ate! � ?� a4j a r a m x � �ECI T1ER�91$�v� 01 s`VIONAL E� nJ I EXPIRES: 1/15 09 N W (n J M w W �� z ,W^ V ' � � 0 V / CALL BEFORE YOU DIG 1- 800 - 424 -555 RECOMI��NDE FOR APPROVAL Incorporated By: - Date: 3 o D L9239 NE Points Drive, Suite 400 Xirkland, Washington 98033 Phone: S425 022 -4446 By: ��x�Date: FAX: 1425; 827 -9577 Internet: WWW.Otak.COt,S By: Date: 30788.001.001.DS Project No. By: Date: C rJ , 9 Sheet No. Sheet of c0.5- 333019 ' R�9Na�2DOr _,. .� �