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HomeMy WebLinkAboutzS-2727Setv SANITARY SEWER AND WATERLINE EXTENSION PLAN I C I T -10 x6 TEE MJzMJzFL fin;. -r' :, -`� " 1 -6" LATE VALVE (FLxMJ INSTA y" WATEP METER AND IN T {' 1 -10 "x8 TEE MJxMJxFL 1 -10 x6 TEE (MJxMJxFL Z 10 LF 6" DI SERVICE. LINE - 1 -FIRE HYDRANT ASSY. 1 -8" GATE VALVE (FLxMJ SEE SHEET 5 FOR SEINER 1 -6" GATE VALVE (FLxMJ - d PER CITY OF RENTON STDS. CO .. BL O INSTALL! AND WATERMAIN PROFILES 10 LF 6" DI I Z CONTRACTOR TO FIELD VERIFY / x; 1: (SEE DETAIL SHEET) - //p- AAETE MET R IRRIGATION CITY APPROVED F- THE LOCATION OF EX 16 WATERMAIN - ,.r I: CONC. BLOCKING SERVICE LIME STDS. AND GATE VALVE. .E I 1 CONNECT USING NEW 16' D.I. PIPE ;e1- - fX�_ - -- WATERIDEASEMENT CONE C. BLOC NG�}N BACKFLOW PREVENTION DEUCE INSTALL: - - -" ' - EXTENSION - - - -- - - -----' -'-- ------ --- - -- -- 15' ,,'` �a1✓ w 99 r i. -10 x6 TEE MJxMJxFL - 10 LF 10" D.I. W - 0 -_ - -- --- --- i _ INS TAL 0 20 40 80 ,5, " M Exist BLOCKNG - Rim 9H 88 F.D.C. _ - -- -- !1-10* 90' W 0JE g 9C 1 { - - _ -- -- _ - - -- -- - t 0 237 LF _ _� - DI 1 `. ` 13 LF 10" DI i� o ^- t <r e i:ar 1'1/2" WATER ai _ _- c,�..,__- � � - \ / W i^ METER -AND. ._ \ / I SE' RVICE LINE - 27 LF 10" DI W TM xy y z 60 LF 6" D.I. W i _ s r \ / O 44 LF •6" D.I. W , i 1 1/2" O WATER 15' WIDE PUBLIC SER�/ICE WATER EASEMENT ' _ i i I TO SPRINKLER ROOM - - -- r�� F- '� WITH D. D.C.V. ASSEMBLY E SHEET 5 FOR \ I Q Z I AND WALL MOUNTED P.I.V. NEW 10 x6' TAPPING TEE Z I _ _ ! l - 6' GATE VAL VE IFLAdd) I II -- D WATERMAIN _ ERMA IN \ I U PER CITY OF RENTON STDS. CONC" Al ® Q 27 LF 6 DI W �.. o I 1 _ _- - \ / n• r 1 J OFC ANCHOR \ / �� ! I I i \ ANCHOR Z p y INSTALL _ / POf v F! I I I i a ! 37053 S.F. i- 10" 22 1/2" BEND (MJ) I; 15 000 S.F. o + CONC. BLOCKING `O wryer FF -400.0 �- - - Y _ - i _� FF =400.0 12 LF 10" DI W v t TO SPRINKLER ROOM _ I I �- m u- I D.D.C.V.--ASSEMBL1F 9 15 LF 6" 01 W - -- /,' AND WALL MOUNTED P -I.V . O r I - 0b !! PER CITY OF RENTON STDS. 1 SS1 IE= 392.00 I ONAL R 1 1 25 LF 6" PVC GREASE TRAP E %:a,ri =S 0 3.03% l DOAMD IN T • -- ' SE SHEETS R4 AND R5 !- - SS CO SEE PLUMBING PLANS_.. 1 -10 x6 TEE MJxMJxFL ~ I ; I I L� RIM= 399.96 a 1 -6` GATE VALVE (FLxMJ DU ALL AVE, ME (138TH AVE E -) I IE= 392.00 CONC. BLOCKING { ® Z RC D IMPROVEMENTS PILAN D I I Z 4 ll. : i i Q J I C0 I _ - t i AL ONSITE WATER LINE INSTALLED 1 1 ,, + - = " ' �'� AS EXCEPT AS NOTED /N RED FROM IL IM =399 9� c / / I E /S /N !6k�F�PE'L 1 LF 10" DI W III Z 34 LF 6 PVd _ I _� :IEm,391.50 " - - - - - - - - - - - - - - - - - CONTRACTOR'S AS-BUILT, SUBJECT TO FIELD Ia I �J® 5.41R SAL �AyO TQ,VA .' I _ I 65 LF 6" Pvc { B BL FL 1N$� I�VftLVE; 1 °Y /21MATER M rER _ VERIFICATION AjVD PREPA ATION OF FINAL 11105 A 2.0% MIN. F.� IN ALL F f ' AND SERVICE LINE , a J \ I { 1 (fj AS BUfL T. 1 6" GATE VALVE NO -- _ I I 7 It ON$COCKING STALL' SSMH S i i ' �I ,•i / i yj , 10 LF 1O DI W _t f =70 L22 1/2 ; t i� • ` I I /% E .1 =4 5i ( BEND (MJ) LEGEND: ILI i - 15' WIDE PUBLIC , j RIM =399.20 i J �1 1- ,II / \ INST. _ / -� CONC.•BLOCKING ( ? ` I -EASEMENT WER- i IE =390.06- 8," i. y 3 3 - 7 LF 10" DI W I PROPOSED TYPE II CATCH BASIN ad: Z Z f 1N) t GA VALVE MJ (. /' CONC BLOCKING I Q �•� I .I ill _- / / ! / f / ' / ! / / it i f ` / , - IIJSTAL-L: / / - i ' ' y w I I i r+ i / I L' i' / I '�. , I ,L SHOPS A PROPOSED TYPE I CATCH BASIN s` i I i JI /- %' % - 1 ' 10 x - - Jx Jx L ,.� --� V I( --TYPE.- 1 =48" j /' , / ! i j 1 -6�' GAE VALVE- FLxMJ i ' I- �M i/ / i i' i ! 10 LF 6" DI'- EXiENS ON i %I I �I I.- -- I. 1Z aJV \- - - - - - - - - - - - - - - - J W� O_ RIM= 399.60 -i !rr /IE= 386.56 8" INj i I / / 1 = "/ 1 -FIDE HYDRANT, Y ! I EXISTING TYPE II CATCH BASIN z x� I l II-- IE= 386.46 � Lfi i' j / // i I; % p i Y °, I' -1 FF 1V.0 m Q = Q PER CITY OF -RENTO STDS. / 1( �j �w l- -INSTALL' / y `� /" - _ = - ; 1 /' t' (SEE DETAIL SHEET I ' I 1 15' WIDE PUBLIC J' �f , -T I %- f i ' -CON BLOCKING ' ` - f -� _ , I EXISTING TYPE I CATCH BASIN Q. a 1 1- 10 "x6' TEE (MJMJxF( 1 i ( I G' WATER EASEMENT I I 'y�r II it 1 36" OATS VACLVE,.(FLxM,t� -j �. /' i / �'.'° ' . f ' i f / IN T 5 .0 �� PROPOSED STORM DRAINAGE LINE -_7. -FIRE HY&;f NT, ' 1 =10 x6 TEE MJxMJxFL PER CI+Y 0F,RENTON StOS.' i /'' % r f : i ' R; t ( �' t -6 "" GATE VALVE (FLxMJ , i i ,.• �$ CO (SEE DETAIL SHEET)l t' / " J�(/ i / � - 2$ LF 6" DI - •yam i_, _ �ijiM= 399.96\ i - EXISTING STORM DRAINAGE LINE LONG. BLOCKING l 1 -FIRE HYDRANT'ASSY./r J�- 1 ; IE =394.5 i /i / / W -- W Y._ -- _ ,- _ --`_ -- _ --- >' / ! PER CITY OF RENTO)N STd3� ✓ i+ ! f -i - W5 WIDE P�1�L1C - / <t < / ! / (SEE DETAIL SHEET / l / % l I I r' a i I PROPOSED SANITARY SEWER MANHOLE • ATER EASEMENT 'j I// i ✓� �� - -i4 I �: , / / I 1= 87.24 GONG <;BLOCKING� J � 7 - - - - - - - - - - - - - - I z i- . ! - -� =_j - -------------- ' - -- - - -- - - -- - Il, 1 EXISTING SANITARY SEWER MANHOLE O _ _ ^ 380 I W W- T A NSTAIC \ - m LF 10" D 11 -- / -- - r. Q .� . 1.- ` --_.., °�i- •-..�_ -_- - -- --o CONC,-- BLOCKING + - `i v'i' PROPOSED SANITARY SEWER LINE Z v 260 LF 8 PYC O, 35x 18 LF, 10'' + + I - Existmg SSMH vtaDQ 1 -_.- ! t ( rt ,i �'. DI W '' F `+ + + ` \ - �� WETLAND I I EXISTING SANITARY SEWER LINE N z - - -- -- -Y-- ' _.. - , �I EDGE I I Rim =400.15 i .311-1-17. 10" - . -�_,_. _ F ..� T I ! ' i 29 LF 6 PVC \ s S7A 2 +i 1 TYPE 1, -48 + S x a z /.E.= J84.77 1 +' - EXISTING WATERMAIN ----------------------- 1 c j DI W I _� J 7 E•�,L - I _ ®_2;0% N. f �: 4; li I .�[ RIME 1,- 20 _ \ a Z NEW IE= 385.08 C --- - - - -- - -- - / - - . "1 r - 111 w L� g ! ® I -'% I p x 4,: 1; i j 2 WATER j I p I i IE= 392.78 6" IN) i j �; v 1 ) N z ti i ! . ts'_WIDE PUBLIC- -a ' Z I METER AND T T 2• WATER IE =392.66 �8" OUT) i r PROPOSED WATERMAIN Q M N N d o 7/ C14 00 Ir A SAN. SEWER i• SS CO !SERVICE LINE . Mme/ AN 10 CJ 10 DI'W - + Q C) N z > t -- - -i R14=39 9.96 C- + + t,`- z EASEMENT L2 �E - - - - - - EXISTING TRAFFIC SIGNAL BOX Z C0 w w 1 IE- 392.50 1 -®- •. G"- ,fir - SERVICE i , { - - - - - - - ! I I w NE ® \� l� 116 LF 6" PVC - -- - `\ h.: i __42•LF b -P16� it SS CD - I.•: !� j ,LrTO GATE VALVE (MJ),.,� ••v _. �•.� �� GREASE TRAP r 3 Z I O 050X - - L I 2.0X MIN. - i RIM =399' 6 I % CONC: OLQCKING ., N N ,zy, - #1 I Y 39 _R s TYPE I -48 - J. l 0 0 APPROXIMATE - �+ + T �? 5 i =392 20' ' \ ' n � `'' - - - - -- LL. ONO W FECOMMENDED RIM= 399.65 - , <. 1 j C7 + ` . Y 0 ul iMX/ 1E= 385.76 8" IN) WETLAND ' A -'[�ryj =385;66 �8' OUTS\ a.. Ig, W) I I + 1 { I EX. 30° STEEL SS- EX t I - 5 Q . f , . J s ! \ ! WETLAND : W �; / N� K W 13 I 24 HDPE SS t gSAN. �I" vu ER / y 1 by BY w / I I . >• } , r � i -.' fi - �,.- -�-- -� - i rm i�? ' Y *run, °'�S I I � - --- 7:a0 _ _ \ �u 5: � -' - - ! °(d"). - - --- � � _ `v _- � I - s, a ,.z .....,. -.. - L 1 i I + W cET RE0`YR ci-�gp�., � � 'S /D EaG\ �� TX _`i2 W Ifii f' T 1 COQ f. ' -- -- - -- - - - --- ' ..ice - -- r z-@ -z EX. WALK - -- --` - °` - - _ _ HYDRANT EXPIRES 1 c �- -- - g - - --'- _•- ..t.. EX FIRE CITY OF RENTON ---- -- ---- ---- -gd E>EPAFITMENT OF PUBLIC WORKS owl -_-�_ - SHEETS Rd _AFID R5 FOPt- iz Q1 IND SURE APF t , ,, r T 1 IV - _.. -- - - - - J -' - - - - -- �---- :�� --___- - E1E 12" W _ T f 5 ADD AS -BUILT NOTEIS DCS AS 10 -9-98 y- - -N (S E i281'H ST-)- SANITARY SEWER AND z �X e_!"- -- ------ ---- -- ------------------------------------------------ "--ft. -- ME.128th -ST.) ' RO - -�- �' ' _� -- - -' WATERMAIN EXTENSION PLAN -- - - -- - - -- -- --- --- - - --- - °w`- tt- W---- •------- _ -• - - -_ - -- - - - - -- - -_ -_- - - - ---�/ iiJ li� - ' ' ExRSling SSMH ---- --- ------ --- --- ---- ------ - -- --- _ ------------- ------ ---- ----- ----- ---- -t 3 REVISED PER CITY REVIEW JGH DKB 5/13/9 oBarEO DATE aF No. ' Rim-40J. - - �.- ... - - -vioN� --- -^-i•r .' -� .. � 8 - - -lt - - - -- - - - -- `- - - ':: _- ' .. • - .. +K, 2 REVISED PER CITY REVIEW BW DKB 5/8/98M1 A - _ -- --- -.. ----- -- -- ---- ---- --- -- Ct£CKE1 @G/ 1"=40' FELD BOOK PAOF_ /.E. eJB2.24 (EX. 24" /N) - - - - -- - _ 1 REVISED PER CITY REVIEW JGH DKB 3/15/98 W 1AIfli1► -Z7v lis% /.E.-J82.19 (EX. 24 "OU1) € „ -- U 9.' /.E. =JBJ50 (EX. 12" 1N) pp, pgylgpPl BY APM DATE 9 m taw T ° 97 - +Z 2 APPROVF� uwccm a raenc xaxxs BFffT OF File: P: \sdskproj \6116 \engineering \6116- swl.dwg Date/Time: 05/29/1998 15:27 Scale: 1 =40 brianw Xrefs: Z6116- A, Z6116- S,Z6116- T,Z6116- B,6116 -X2, 7 .2 27a 1%a7 ) �, F:r% :0 ROLL :1 l�F������l�������������li�li'41�����l���������������ll''���ll�ll�� I rjjj:4;11�tg�;ij � -�Ii-g'�Ijil I 1a;J910: I N s 405 ..... 1111.. ... ...- ... 11.1... .. 1111. 1111. .. - ..:. .. .... ... .... .... .. ..... ... : . . .. .. .... .. .. .. -... .. ... .... . . STk.: 13 +13.33 .: ; ... .. ; ' . PROPOSED GRADE' 1-1111 PROPOSED GRADE ...- ... . PROVEMENT.. EXISTING GRADE I --- . . PROFILE:::: , .; ... ..: .. : A SECTION ... O SECTION - r : ........." 400......... 1111... ........ ......... ,1111 .. ..... ..... ... ...: ...... .. ... .. ... ..... ....... ....._ .._.. . .. ._.... :......1 - ... .. .. ... .. .. ..: ... 1111.. .. .. 1111. 1111... .... . .... 00 1111 1111. -:�.�� .........:.........:. I .� ` - - . 11.1..1;. I....... .... :1.111 ...ter ..� .. i - : -.. - -- ., : 1111. ::::: .. .'. :- ,. ' :. �' ...:::: 5EE PROFILE: : ABOVE FOR : J .. : !EXISTING GRADE _ CONTINUATION 395 111.1 .. ..... ... ...1.1.11 .... .._...COVER. .- ..:. .... .: .:.: . .....s ... . ... .. .. 95 3 : : . 10" D.I. WATER:: .: .. O SECTION .. . . .. . . Z1 w. .. ....: 390 400 111.11 r : . .... ........ ... . . _. ..... .... ..- .. ... __.. . 400 mm: 61� Nr. 4WD < I .....j - .... .. .. < 1111... 1111.. 1 .11..1 - .. .... ..... 1.111.. .. ...- 1111 . .- ..... . NSA, . _ ... 13 +00 12 +00 11 +00 10 +00 Iw � X12' SO / 92° SO - - - - 7-12�D - - � - l -`:� : z '-- 1. 0 .: 11 11 �-. - r 0 : _ _ i 395 I a -.. 1111. 1,11.1.. .. _. _. ... .; 1.11,1.. .,.., .,.. ----, . 11.11_ 1111. 111.1..... ... 1111.. 1111. 1111 395 II 1111.. Inf J .. ,.. ... 1111 p 1 I 1111 . . . . - - : -: - _ - W w 390 II. II:. aL 1111. - O w : : : : -: : 1:111. 1111... 8. pIC.Q 2 g5 %:: LF .. - : .... 1111. _ - - ? Z W : : Cn z 90 I - II ... z _ 280 _.. ... .. ; : .... x U v - II. w _ C.7 - I 1111 116'LF 8' PVC A b.507G . _ .. 1111. 1111. 1111 1111. .. . . 140 LF 8° PVC .A :Oi50X: .: SMH 3 TYPE 148• 1111.- 1111_.. ... : . - 385 ; EM392 (6" 'IN) 1111: .. - .. -- - - - -- -- . 385 1. .I . __.. I I ...... .... ... ..... _ ..111.1 _ _.._. ... ( - 66 IE =392 6_ & 0 ) .. .. .. . Xl TING SSMH I 1 -4 ° ::11:1:1.:. SSMH 1_4 . I RIM= 400.15 ! 1. 9E= 384.72 : RIM= 399.65 IE= 395.76 .4$ M)..: .... RIM =399.60 .. lE =386.56 (8� �N) .. ... . - .... .. - . NEW IE= 38508. ... IE =385.66 8 OUT l ) .. 1E =386.46 (8. OUT) ; . . 380 _..... _. . 1. _._. _. .... I ... .1.1.....; _.....: _....._...11 ...1.1 ... ........... I ... . .11..11: 1 - ... ..:1111... :;:.. 1 ....111._. ........- .. ...... 111 1.. _ I - - .._ . -1 ..._...._ 1.11. 1....- - ..........- I __ .... -1-. . .;._._ - . __ ..... ....... _ ... .. .. _ - ... 380 , N .. : O- 1111... N. p ... 1...p . :. : : N - �W .O. .1....16 1111 :.0..... 1111 .. kq) . ..... ....... 1111. - -... ....... - - - - -- - --- - -- _ -1111 - -- 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 SANITARY SEWER PROFILE 1 40 __... . -... -1111 .. ....... ... ................................... 1. 5 . .. _.. _.. _1111 -. __. - -- __ _.. NEW 16° D.t.:WATERMAIN::.. I ' - - - SEE DUVAGL AVE: N.E. ` . ... . PROP05ED GRADE ROADWAY IMPROVEM €NT::: PLANS .: ...: ®. SECTION } > . . .: FOR .PROFILE . . :. EXISTING GRADE w ' ® SECTION . 400 ..:. �� _:.: _.. .. .......... .- 11:11 ... .:.. ... .- ....... vii c41 _.- ..... ... -... 00 4 �: �. T -- . - ...... ..... --; . ..... -- 12' SD W -- : .. ' .: 3 MIN. COVER .. `� J96:16 _ " :.. .. ... - _ _ �J z 395 .... _. _ ._ __. _. . __. _ .- _ _ _1111:.. . _. - -- 95 I. z�'.: W ..... .. ...... ...... ... .... ^ ly a4 : 10" D.I. WATER .: Y b :: : 10" D;I; WATER. : 10" D.I. WATER SEE PROFILE: W + Pr :. - ..: . . ' ... �p... .. } ? . c . . - - - : BELOW FOR 1111 o ? s .. v �::...... z 1111.. .. - - - - - CONTINUATION 390:....... . _.. I .... _.. w ........:.... 1111... ....... .....:.........:............... ..1111. ... _ .... -. .1111.. ...... ...... ...... ...... w Z < .. 0 ...... 1111... _ .. 1111... .k. ID }j�} \ 1111.- .......... . W Z- n.. ------ . Z W .. -... -... ..1111. _. ... _.. - - -- 1111.. _._. -'. 390 ; 1111... 1111... 1: :1: I ......� ,+ ... W. =.is .. �. 11...11 .. .1111.. 1111... 1111... -.... ...... ...... ...... 1111... 1111... ....... ;....... ". : ...... ...... ...... ...... .... . 1111... 1111... 1111... 0 .. 1111 1111... 1111. 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ID: 1111. ..... ........ ......... 1111 ..... m ..,...... ..... I..a.... ..... ..... .... .... ...... .. .......... ...... .... .... ... .... .......... 0 b ................... ................... 8 +00 I..... 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 SOUTH WATERLINE PROFILE vvwp-z;p _ 1 " =40' W rd -&2 - A Z Q 1• =5' File: P: \SDSKPROJ \6116 \ENGINEERING \6116- SW2.DWG Date /Time: 05/08/1998 08:28 Scale: 1 =40 jason Xrefs: Z6116 -B, 24X 5.,illim272702 f W -l'?' novnL BY BY BY REVISED PER CITY REVIEW REVISED PER CITY REVIEW FEV80N 1X61NEW O Q O W I- a°. p: (J)z .F W N FT- � }�A Z w 4;r Z z O -j J W z® z Q 0 Q a: L4 W Cr) LL- Q Q Q ir . U3:: M 0 to 5 X L, z W 0 00 N n z °' to 00 N I I Q �i to In to N N � tD tD N Z O O W `1 �� U W M z (I Y N t, U f= i>, z w z 11 n a;� o :z Z Z w Z (5 O Z, f w Z w w z(9 �z Z E w -j ,-�; >=) U In �N 0A,, . S � . T I � J Z �Q I z w 0 �r " 8 0 GO I CITY OF RENTON E>EPAR'TMENT OP PUBLIC WORKS PUBLIC SANITARY SEWER AND WATERMAIN PROFILE MI5 I DATE 1-6-98 IFLE Na ;H I DKB 1 3/25/98 1 C'EdcED .K13 I WALE 1 =gu n I AFM I DATE APP WIPED MNECTdI or PIIeIIE NtlNNS CIS ,; - 2727vZ ( K/-272,7 F I R,O 1 Cw ) 01 O M O W U M ..... 1111.. ... ...- ... 11.1... .. 1111. 1111. .. - ..:. .. .... ... .... .... .. ..... ... : . . .. .. .... .. .. .. -... .. .. .. ... .. .... . . STk.: 13 +13.33 .: ; ... .. ; ' . PROPOSED GRADE' i. -. .. l. WATERMAJN : AVE.: N:E::: ... ...: .::. q!SECTION: .,.. : .... .. ... ...- ... . PROVEMENT.. EXISTING GRADE I --- . . PROFILE:::: , .; ... ..: .. : A SECTION ... .. - r : ........." 400......... 1111... ........ ......... ,1111 .. ..... ..... ... ...: ...... .. ... .. ... ..... ....... ....._ .._.. . .. ._.... :......1 - ... .. .. ... .. .. ..: ... 1111.. .. .. 1111. 1111... .... . .... 00 1111 1111. -:�.�� .........:.........:. I .� ` - - . 11.1..1;. I....... .... :1.111 ...ter ..� .. i - : -.. - -- ., : 1111. ::::: .. .'. :- ,. ' :. �' ...:::: 5EE PROFILE: : ABOVE FOR : J .. : - 1 10 D I : WATER 3' MIN, _ CONTINUATION 395 111.1 .. ..... ... ...1.1.11 .... .._...COVER. .- ..:. .... .: .:.: . .....s ... . ... .. .. 95 3 : : . 10" D.I. WATER:: .: .. 1n" n!: WATER .1111. .. . . 390 ..: w z..: Z1 w. .. ....: 390 W NID . p nx . za p ` ... ,w_ :` K � mm: 61� Nr. 4WD < I .....j - .... .. .. < 1111... 1111.. 1 .11..1 - .. .... ..... 1.111.. .. ...- 1111 .. .. 1111 -Q NSA, . _ ... 13 +00 12 +00 11 +00 10 +00 9 +00 NORTH WATERLINE PROFILE vvwp-z;p _ 1 " =40' W rd -&2 - A Z Q 1• =5' File: P: \SDSKPROJ \6116 \ENGINEERING \6116- SW2.DWG Date /Time: 05/08/1998 08:28 Scale: 1 =40 jason Xrefs: Z6116 -B, 24X 5.,illim272702 f W -l'?' novnL BY BY BY REVISED PER CITY REVIEW REVISED PER CITY REVIEW FEV80N 1X61NEW O Q O W I- a°. p: (J)z .F W N FT- � }�A Z w 4;r Z z O -j J W z® z Q 0 Q a: L4 W Cr) LL- Q Q Q ir . U3:: M 0 to 5 X L, z W 0 00 N n z °' to 00 N I I Q �i to In to N N � tD tD N Z O O W `1 �� U W M z (I Y N t, U f= i>, z w z 11 n a;� o :z Z Z w Z (5 O Z, f w Z w w z(9 �z Z E w -j ,-�; >=) U In �N 0A,, . S � . T I � J Z �Q I z w 0 �r " 8 0 GO I CITY OF RENTON E>EPAR'TMENT OP PUBLIC WORKS PUBLIC SANITARY SEWER AND WATERMAIN PROFILE MI5 I DATE 1-6-98 IFLE Na ;H I DKB 1 3/25/98 1 C'EdcED .K13 I WALE 1 =gu n I AFM I DATE APP WIPED MNECTdI or PIIeIIE NtlNNS CIS ,; - 2727vZ ( K/-272,7 F I R,O 1 Cw ) 01 O M O W U M SE SHEETS R4 AND R5 DUVALL AVE. N.E. (1313TH RCAD IMPROVEMENTS R SlyExistin ,m- o I� a i I � II v ! v = v I � n I! v I L zI Q > J ui i B� I ; Existing SSMH Rim = 400.15 /.E= 304.72 NEW IE= 385.08 I II APPROXIMATE END OF IXISTING WALK I II EX. 30" STEEL SS- I = EX. i ° E 24" HOPE SS -- -- __- EX. -12" ° CASE 9 'ld SANITARY SEINER AND C Al _. ,.P. RF .c o C S XTENSION PLAN . INSTALL 1 10 x6" TEE (MJxMJxFL CONTRACTOR TO FIELD VERIFY !t ! THE LOCATION OF IX 16 WATERMAIN INSTALL: 1- 10 "xB" TEE (MJxMJxFL 1 -8" GATE VALVE (FLxMJ; 2" WATER METER AND SERVICELINE SEE SHEET 5 FOR SEWER INSTALL: 1- 10"x6" TEE (MJxMJxFL)) 1 -6" GATE VALVE (FLxMJ) AND GATE VALVE. CONNECT USING NEW 16" D.I. PIPE - PER C E IL HEEF) STDS. (SEE DETAIL SHEET) CONC. BLOCKING EXTENSION 10 LF 6" DI 1 -FIRE HYDRANT lSSY. I }_r--- -------- -------------dN5W------ GONG. BLOCKING --- ------ - --- - -_ _---- - - - - -- -- --------------- -- EX-10 " -iM___ - - -- -- - -------- --- - -- - ---------------------- M R:WffH CITY APPROVED A, BACKFLOW PREVENTION DEVICE I ° 15' WIDE PUBLIC . -- - -- -- '� " PER CITY OF REM N STDS. I (SEE DETAIL SHE G NC BLOCKING ` rr Exist Rim SSMh 98.00 , 3..93 III - - - I I I �I (INSTALL: W. rT CE Q�! `FRO 4 �.., SE SHEETS R4 AND R5 DUVALL AVE. N.E. (1313TH RCAD IMPROVEMENTS R SlyExistin ,m- o I� a i I � II v ! v = v I � n I! v I L zI Q > J ui i B� I ; Existing SSMH Rim = 400.15 /.E= 304.72 NEW IE= 385.08 I II APPROXIMATE END OF IXISTING WALK I II EX. 30" STEEL SS- I = EX. i ° E 24" HOPE SS -- -- __- EX. -12" ° I �E 2,, , r, AS- BUILT SANITARY SEINER AND WATERLINE XTENSION PLAN . INSTALL 1 10 x6" TEE (MJxMJxFL T - - t 1/2° WATER ! 1 6" GATE VALVE (FLxMJ 10 LF 6" DI 1-FlRE HYDRANT ASSY. INSTALL: 1- 10 "xB" TEE (MJxMJxFL 1 -8" GATE VALVE (FLxMJ; 2" WATER METER AND SERVICELINE SEE SHEET 5 FOR SEWER INSTALL: 1- 10"x6" TEE (MJxMJxFL)) 1 -6" GATE VALVE (FLxMJ) ' - PER C E IL HEEF) STDS. (SEE DETAIL SHEET) CONC. BLOCKING INSTALL; AND WATT ERMAiN PROFILES' 1 1 2; IRRIGATION DEUCT I 10 LF 6" DI 1 -FIRE HYDRANT lSSY. I }_r--- -------- -------------dN5W------ GONG. BLOCKING --- ------ - --- - -_ _---- - - - - -- -- --------------- -- EX-10 " -iM___ - - -- -- - -------- --- - -- - ---------------------- M R:WffH CITY APPROVED A, BACKFLOW PREVENTION DEVICE I ° 15' WIDE PUBLIC . -- - -- -- '� " PER CITY OF REM N STDS. I (SEE DETAIL SHE G NC BLOCKING ` („ .INSTALL __ _ ___ 1. 10 x6 TEE MJxMJxFL - -- ----- --- --- WATER EASE MENTI � � !10 LF 10" D.I. W { R ,- ^ ^R ,I !MSS 3 / - - - - -- _1`tb'_GATE VALVE (FLxMJ CONC. BLOCKING- - -- - --- -- - - --- -- - - -- l (INSTALL: W. rT CE Q�! `FRO 4 �.., ze .� .' -- F.D.C. 6C _ -' —�E -- -- -- -- _ ----_ -- — -- — 1 -10" 90' BEND (M,.) ONE- NCT -t- i — _ ! II ij 0 20 40 � a0\O\O\\\0\O�• 1 1 �—_ —_. _ __ 37 LF 10" DI W ._. —_ _._.__.._ . - _ i T - - t 1/2° WATER - - r. U.k REBAR & CAP METER AND .(SERVICE LINE ,. i •" ° i 1s9:2gN 3 / \ / \� i' D.I. W % 1 1/2" WATER 15' WIDE PUBLIC SERVICE p i WATER EASEMENT TO SPRINKLER ROOM ! WITH D.D.C.V. ASSEMBLY' _ _ NI : 1 AND WALL MOUNTED P.I.V. OF RENTON STDS. I T - W TER fl PER CITY \ ry OFCA.yNCHOR 27 LF s" DI w Q M ? 15�SJVl�i�Sy.. 15,00 S.F. 37853 S.F. 1- 10" 22 1/2- BEND MJ CONC. BLOCKING ( ) X �J,J 4- _ FF =400.0 FF=�FVO.® to LL 12 LF 10" DI W ui G�7 I i0 SP INKLER �O M7 RI = 339.96 .� 15 LF 6" DI W - �'� •� T Op ,I / AN I�' MALI, PER CITY MOON D P LV. �F RENTTON T 1 _ IE= 392.00 _ /� 25 LF 6' PVC ® 3.03% = 0 r GREASE TRAP LOCATED INSIDE LDG. INSTALL: - ® SS CO RIM = 399.96 W N -- SEE PLUMBING P 1- 10 "x6" TEE MJxMJxFL c ✓ - " VHLVE (FLxMJ GBLOCKING - n �l A IE 392 00 GONG. to �I 70" W i 3 LF :✓ ! 5.41% 65 LF 6" PV, 'i I �, f \` t LF DI `!T / yy,� 'MgiE - - \ - - ®2.0% MIN. i , y r , .1 SERVICE 1AND SERVICE LI KNEE (• :tom X11( INSTALL: soJe -6 GATH VALVE MJ . a "' I ALL• y� I j t\ � -'v' I I WIDE WIDE .R V 10" 'I.IJ VJ n W /Z iQ N r w co 00 fA Z m 4z W > Z Q 0 J J UQ 0 wo Z 0 JJI - 1 -10 22 1 2' / ! RIME 9. I 11 j� IN3i BEND (MJ) j LEGEND: ! �! IE =39 $ S/� % G V t 'J I✓' CONC. BLOCKING / \ T I PROPOSED TYPE I L\ I CATCH BASIN 7 L 10 "DIW 1% NST o r SHOPS 'A' 1E= 39.9. 4(6 N / % 1..-10 TEE Jx xFL PROPOSED TYPE I CATCH BASIN a / I t \ ✓ �. ci / / CNiw�( // J 12800 --- - - -- -- a. ;- VLF DI N N �. I '�;._�O.O ' \\ EXISTING TYPE II CATCH BASIN rr PER OF N S7D, SSS o (�Ei!DE7 15' WIDE PUBLIC 1 ✓ / n I \ _ EXISTING TYPE CATCH BASIN ❑ O WATER EASEMENT I I ! ( L� �/ 5 I( 64 p�\\ / PROPOSED STORM DRAINAGE LINE .�� -70" " TEE MJx L - / � 2.ORJNIN.- 1t :' 1.- GATE VALV FLx jI X i - _ LF DI j� 11 \ EXISTING STORM DRAINAGE LINE - - - _ _ - _ _ _ _ _ ✓ - '1 /� i T-,F9E HYDRANT AS rjM CRY OF REN) ST Si ✓ \ I I I� i+ IE =59 :5-- j J t (p�EE'DETAIL SH , y ". EXISTING SANITARY SEWER MANHOLE i / (TON BLOCKING/ L l _ _ -- - } r STALL - .L PROPOSED SANITARY SEWER LINE •< ^' -38'0 LF 10° D! i - -- o° -.. - -- -- -- -- - -- -..- —o CDBN�µ +0 °+GKI�+IGT -'s—.1 EXISTINtl�WETI ~ zU a G --GLO AS -BUILT SANITARY SEWER LINE I w 8 PVC ®23 R _ s ( +�+ LAND( EXISTING SANITARY SEWER LINE z ! -Ei .. �' j +4 + + -+ �� EDGE a ® - -29 - -> F 6" PVC ,vr '! A 2 +' TYPE" I- irul _ w v - ----------------------- z ~ a ! ®2l0% N. EXISTING WATERMAIN � z w ! �,,.� 21 =391. I RIM34�& 3$24 z t.._ 1 II'M WATER j r �` I i! �^f v w N g z METER 7-T/2" W TER ( /E_� :59 C 3'/ PROPOSED WATERMAIN Q CD N OD CD N cU / /// SS CO SERVICE_ E AN II _ +�` + L v DO N r ? > M- 3gg,gg I 9 I �,,,,, 2. EXISTING TRAFFIC SIGNAL BOX ® m ,sus x „o, SERVCE Q 16 '-' -- , 392.50 I __- .F„" I.L® +, r - - - - - -- �-- - - - - -- z co a0 wm RI j IE =, J PVC L€ -b'! -M } -j SS CD v co I� 10'EF 40 DI W +' 2.0% MIN. I - -32.2 6 =c 1, /IN L +: +_+ I.� . If 1 1,' GATT VALVE +(AdJ�. �. '.!r v' ! N w O O ¢ CO C: BLOCKING N Vv 399.84 t\ LL ( !1 - 7 �. -)-L „A,�, �1 v fn 1E= 385.74(B1'YC NE)—__;.{ . F'° II L:'_, i \ / (/ WETLAND :+ y + !�' `s \L �v / oKW BS i Sb�� 1 V "a I .iQ} - + - � -(� � ip \ � --'� : I I � °yll.BU R I � ,% BY LL BY i ' °• x11 tic4 i 1\ \ + i W �— BY / R '.✓ \'' P?61 .T �FfS m _ I �1 6N EN I ' ffi J / AP p CON \ AL EX. WALK) j -0 - -- 0 -------------------------------- - ------------- - m sa EX FIRE �I x;sf : _. - :.%n 6 \ -. - -- --- ---- ---- - ----------- -- --- _ .i !! ! _ HYDRANT -- i! - -�r.� S.,RF' rtXn6,,,,,JEIJ7 % ------ -2 ❑ I:.; 1 EX. 8" W ............ c -- --- .- 2a ,� s, _ a --E>F 12" W - _ -- - N•`- •- eFll.l ST. -- \67.E. RO SE SHEETS RO s� f2AN�PR ®FUG µ �1 TOR :� V3', 2L Xr 5 `I PER AS -BUILT REVISIONS BW AS --LILT 7 9B ETS R FOR- . 8TH=- -- - - - -- ----- -- - - - -- �.,,.o. o rn, o r,. r- - - - -- -;! 1 v. - -- -E. CA411 -�T.� - -- - - - _ _ - -- - - - - -- _ \-� W �u ii 4 REVISED PER ANCHOR 2 AND SHOP A JGH DKB ---"2/98 --- y - - - - ----- -- - - - - -- 3 REVISED PER CITY REVIEW JGH DKB 5/13/98 Existing SSMH - - -- -- -- - - - --- - - -- ___. cur cf ulc!e� ,, -- ° Rim= 403.74 -- - -- - ! --- - -------------------------------------------- y�_ 2 REVISED PER CRY REVIEW BW DKB 5/8/98 /.E.- 382.24 (EX. 24 ° /NJ - _ - �_ I� /.E. -38219 (EX. 24 °OUTJ -5 'i _�- _ - - - -- 1 REVISED PER CITY REVIEW JGH DKB 3/25/98 /.E =38360 (EY. 12" /NJ NO. REVISION BY APPR DATE �!> P \�ngKPan.1 \6116 \ENGINEERING \6116BSW1.DWG Date /Time: 12/01/1998 15:39 Scole: 1 =40 dove Xrefs: Z6116- A, Z6116- S, Z6116- T,Z6116- B,6116- X2,Z6116ASB, 0 Q W Q w CIO _j Q r 0_ !`�, m N L11 Z H Q I.IJ Z V Z Z ma g m 1 Q I Ito 4 6 1 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS AS -BUILT PUBLIC SANITARY SEWER AND WATERMAIN EXTENSION PLAN DESK.YJED DATE FILE NO. DRAWN —_— — CHECKED SCAL 1 " =40 gELO OOK B PAID APPROVED 9 _.. owc ror+ o- ° "euc wox.s " -.— 3HcET_- OF O z m O 7 I..i..I U m 00 x i� r a -J a NC) m J 1 1 J, �- • 405 1 " =40' STA.: 13 +13.33.. _ ::::: ::::. :::.... PROPOSED GRADE: 405 ®:SECTION SEE : DUVALL. AVE; N.E. IMPROVEMENT : - .. EXISTING GRADE _ - - - PROPOSED ✓� — SEE PROFILE, — —� ABOVE FOR, J : :: 10 D I. WATER CONTINUATION : :. : 395 395 . :.. ... -.. ..,. ... I SECTION - - - EXISTING GRADE A - - - '® :SECTION - 400 r _ _ -_.._ .. � ... :.. :..: _. _. .... _.. _.. 400 I _ .. _ -. r12" SD X12" SD : 2-SD z 395 395 0 ° 390 ...:. -..:. : 9• PVC u' 390 _ ....23 I ° 14a 1 ooa - i-0�Lf'8 PVC ®8°^` SSMH #1 TYPE 1 �48" P- 0.509 116 'LF .8' VC :: : - RIM= 390-,20- 39924.. .. .. .. - . . 385 385 .... .... ...... .: - t. (V. IN). ..... ..... EXISTING SSMH - RIM = 400.15 - - SSMH 1 TYPE -48" .: RI., 399-6,. 399.84 392.59(Br VC.N):: - IE= 364.72 - - IE iE= 38&80(i9'N) 380 NEW IE= 385.08 - (E -- 385:59( "P.VC W) " �""I% - lE=38a 45(B�SFY) - - ... ... - - 380 1E =J8880j8 . EJ ---- 0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 SANITARY SEWER PROFILE NEW TERMAN SEE DUVALL NZ - -- - PROPOSED GRADE - - -- *$qL2727044 EMENT - - - - :: ® SECTION :: _ : > :: ILE - - - .. .. .. + EXISTING GRADE :.. :.. -. :..: SECTION: <r .. .:.. ...... ...... -... din ..... - ...... 400 400...: .: ... _ .. ,.. ;.; _ 1 SD_ ;12` 18" SD- SD COVER IE= 396:16 395 ... ..� ..... 3 95 - w> -. 10" D.I. WATER._ �- 10" D;I; WATER :: .:: _ .. 10 D. :WATER' - SEE PROFILE- ... a - z a.. @. ..... BELOW. FOR CONTINUATION 390 -. . �. :..N �¢ :. .... .: -, : _.:: >.:. z .: rn ._ :. _. .:...:� ..: -. ..... :z .:..:.. ,..:. _..: .:.., .:390 . _.. _.. O W. J �> O _ a ° _ 6 ": SS N -, 6" 5S 6" SS o : N } W + N..: �... m + o Z .. 0 +00 8 +00 1 +00 2 +00 3 +00 4 +00 5 +00 6 +00 7 +00 SOUTH WATERLINE PROFILE Pile'. P: \SDSKPPOI\ 6116 \EN(�INELKIN� \01,— ,.L.,., U e /lime: /­/ .1ele. 1 =41 uilulrry nicia. evii� —�, F;EOOMMENDM FM APPROVAL SY Q U O J LLJ w �W O Q _N W GD co u ui UJ z z L ; z Q LL O -j J d j Z cl z Q 0 z Q m w W co_j A IL cr Z Z Q Um z J w Q m LL !9 _V J_ _ 5 m co Q o z Lo Q N Li U J x oz z a Zw a� Q K7 N N Z 0 C-4 a0 O So N r ?> rnco00 0 z N Q Zw C', > LLJ N Z O O p @ Dry,• Jl� S6�d �7 ~ l_ 5J O 0pN CITY OF RENTON L7EPARTMl OF PUBLIC WORKS AS -BUILT PUBLIC SANITARY SEWER AND WATERMAIN PROFILE SW AS IV17/98 DESIGNED BW DKB 5/8/98 DRAWN JGH DKB 3/ 25/98 CHECKED scALE 1 " =40' HELD BOOK __.PA(G9E BY j APPR DATE //�� APPROVED — — SHEET `+ OF �J f f �z � X °y 1 n N J �J O z m O W U m I 1 " =40' STA.: 13 +13.33.. _ ::::: ::::. :::.... PROPOSED GRADE: NEW 16 " D.F. WATERMAIN - .:: ®:SECTION SEE : DUVALL. AVE; N.E. IMPROVEMENT : - .. EXISTING GRADE _ .ROADWAY PLANS FOR PROFILE - : :: 400 :: ® SECTION .. .... 400 ✓� — SEE PROFILE, — —� ABOVE FOR, J : :: 10 D I. WATER CONTINUATION : :. : 395 395 . :.. ... -.. ..,. ... I COVER ..: Pile'. P: \SDSKPPOI\ 6116 \EN(�INELKIN� \01,— ,.L.,., U e /lime: /­/ .1ele. 1 =41 uilulrry nicia. evii� —�, F;EOOMMENDM FM APPROVAL SY Q U O J LLJ w �W O Q _N W GD co u ui UJ z z L ; z Q LL O -j J d j Z cl z Q 0 z Q m w W co_j A IL cr Z Z Q Um z J w Q m LL !9 _V J_ _ 5 m co Q o z Lo Q N Li U J x oz z a Zw a� Q K7 N N Z 0 C-4 a0 O So N r ?> rnco00 0 z N Q Zw C', > LLJ N Z O O p @ Dry,• Jl� S6�d �7 ~ l_ 5J O 0pN CITY OF RENTON L7EPARTMl OF PUBLIC WORKS AS -BUILT PUBLIC SANITARY SEWER AND WATERMAIN PROFILE SW AS IV17/98 DESIGNED BW DKB 5/8/98 DRAWN JGH DKB 3/ 25/98 CHECKED scALE 1 " =40' HELD BOOK __.PA(G9E BY j APPR DATE //�� APPROVED — — SHEET `+ OF �J f f �z � X °y 1 n N J �J O z m O W U m I