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HomeMy WebLinkAboutzS-3029Set.. Q 0 III V Z­^ r r r + O C V ' o v-� T V � Z W ' 1 a 4) 0 tn o .o � ►•Zi t1 cr =v cr C �I 0 a J 4 12 x12* VERTICAL CR05S (NhFLVI 2 -12' am nANGES (ONE w/ 2' TAP & 2' PLUG) 1 -12' PLUG (1U) w/ 2- TAP & 2' BLOW -OFF Tw- BLom- REYONE maw 'POI Y -Q1G• TESTING DETAIL J AFTER ALL TESTMG, CLEANING ANDJ DISINFECTION!, REMOVE, TEMP, BLOCK & BLOW -OFF & CONNECT WITH 12" SLEEVE & 12'SPOOI_ REDONE RIND FLANGES W/ TAP & REPLACE W I SOLID BUND FLANGES. \ FINAL CONNECTION DETAIL NOTE: CONTRACTOR TO COORDINATE WITH WAn'R DKTKT $911 MOP TO ANK MIORK. FUTURE BUILDING 405 ...... -•! VS' ...:....... r2 ".x4� WHITE--MARKER OUST ................... :....... .......: 8' moo • � /-,E-- 3y6.96 400 .......:....... :....................... :....................... :....... "'lW...... � �S :....... 3g5 ............................ �' .......................:....... ....... : 6" SS STUB,' IE= 397.00 6t� CAP AND MARK W/ 2 "x4' • ...... .......:....... WHITE 'SEWER'.. MARKING ........:.... ....................... SCALE: 1"=20' HORZ 1 " =5' VERT 1 12' TEE (FL) 2 12' C,AYE WU*f (EL:M4 t 12• Atlr ym ( -) W/ TWJS1 9-OCI(IMG STA 2+67 0, 5' RT I (1) Tw BLomT ASSY L PER C. OF IBM Sty om. go SEE WTO& cu.' �1� 12' YM CAS (FL) 1 t2. PLUG (Mi W1 THRUST BLOCKING STA U 14.0. S' in RV =40- c -46 IE= 393.46 8'(WT.)E PER C" OF RENTON STo DTL BR28 SEE DETAIL u.T STA 3+15.5. 5' L`i Mill �r o � ,1 i �I �A W z r r' *4 E =311.26 SIA X11, - ... 41AW 2. 16 .01 NINON CO2 of 25 46 4-f NOW` ' w. __,• i► ..,.r..r•+r r wr., r I � • y ,. •�'. y y� r 410M ±` #r• .ice yam, . � 4{ 3"l r• . - 'a• ' f IA •- I o e i ow J. y - _ .• - IE= 396.96. T ; - - - • J 49 f ,: '4 = - - - -• SEE DETA& } v Sm CASING •� • w- •j r :ice �. � u' � ._ • - %`� i STUB, IE= 39 ,— 00 -- .✓.� 398 � . • •~ , . / AND MARK w 2,x4. - ,. WHITE SEINER MARKING / ✓ _ _• v Ir M. ' -' �" ' / 'L SQL �• � +ice fflOPMED 0 - - GE - r j I IQpIGAT'ON METEP 0 _ 6 LF 1' PE / f 1" DDCVC PER , COB STD D n OR54 RO UTE WATER L IWFS�' LOW TRENCH a ' AIN CONNECTION ' I N ` 4 DDCVA ASSEMBLY loe ,/ : •' ' j PER COR STD DTL OR56A / 4 .- • � d" FIRE SERVICE SEE. MECHANICAL � - _ ' • � ; y % - fDC PLANS FOR CONTINUATION TYP 2 1120 DOMESTIC WATER SINK' / �� r. x .J !� CAI . 2 DOMESTIC METER PER Ct1rY = v Or RENTON STD DTL BR42 REDUC ED PR ESS UR E B A CKFL _ _ _ _ _ v►_ ►., � , •_ M Y (EXTERIOR / } rc ASSE BL . ... .�.. . s •- INSTALLATION W/ HOT 60 a' L .. ;. ' / ! O 12' 22.S VERTtc'.Al LF 12' CL52 a i &Dw c 'A 0+66 -0. 5' Rv 14 (W%5, T a1' 'c) 12' 225 VER'ZAL, � LF 12m CL52 a I FA C428 0, 5' p" i� it Y T SW—i TOP 30 r,2 w I • z LQ IL I o 4 I r I WET TAP Ex 16" 11 r WATER AWN F9 CP 16' 91 WATER UK O RM0N STOPOAM a"ACTOR TO -E W FIELD VEA"Y P" C 10 2 * TO r_ " (Tw) TEMP BLOCK - REMOVE CLEANING "POLY -PIG' x 112• jl� 16'2' TAPP�IG TEF (1R1) TESTING DETAIL 1 TAPPING GATE vA VE (RxW) SCALE 1' =20' w/n�tusT BLOOICING PER �' ^w SON S'"3S 1 I , COORDMATE TES c N /City ' I AFTER ALL TESTING, CLEANING AND-/ OF RENTON UTILITY WSp 9OR DISINFECTION, REMOVE, TEMP, BLOCK PRIOR TO CONSTRUC *014 AND I & BLOW -OFF & CONNECT WITH 12' CONNCTION TO EX WATER MN SLEEVE & 12'SP0OL REMOVE BLIND FLANGES i I � I i ' 7P,1�.'EWuY I RIM = 398.81 MATCH EX) IE= 385.87 8" IN)W,N IE= 385.77 8' OUTS PER CITY OF RENTON STD DETAIL BR -28.� SEE DETAIL C4.1 STA 0 +25.7, 5' LT �..- Q � T O......................... ................................................................. ............................... ....................... .............. .. .... ....................... ....................... ....................... ......... ... .... .... 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LLJ o a SDO _ _y ;�� MIN . 52 L� 12' CL52 DI + CLR EX ;395 ` GAS m . 40 LF 12" CL52 DI........... ........:.....11.0.. if...12 ".. CL52. DI . , .............:............ ...........:................... , ...: :....... 5 .. - _ EX W 12" SD . :.:167 tF t2" C1:52:DI " - /........ .. - - :....... 5 ......: 12% MIN CLEAR V 35 LF/ 12 , 5 LF 12" CL52DI IF LESS THAN 12 ", IE= 393.1 86 " �- 18 �5 LF 1 CL52 I B�IH �F MIN 1 2" 2 D PROVIDE I MIN RIM =4 - 8 SDR 35 S_2.59 CLR THICK ET FOAM _ � i =39 � � 12' CL52 DI, RESTRAIN --+ 12" CL52 DI, RESTRAIN PAD AT CROSSING. UPPER UtLfiY °APE STO DTL BR2804 PIPE W /SHACKLE RODS _ — PIPS W /SHACKLE ROgS SEE' ETHAI�FOA4# ._._ SEE DETAIL C4.l • ............................ 2ip 8. .S .............. ....................... ......... ....• ...................:..,.....,.. INSTALLATION DETAIL. ;STA 3 +15.5 5' D 35 5 =2:5� "��BOLTEOCK RESTRAINED i r. 12 LESS i Ng1d "--- JOINT` PIPE r ARAN' -�-•- STEEL CASING 'off ,LE UE I ; BE DETA�. 2 Z ...... ' .......... . ........... :........ , ....... PACK GAA BETWEEN I VvJ 1: FOR ENLARGEMENT c4.3 o;' !. .... ................. ... ...................................: ......................:........ '� Flog UTTLMES AT CROSSING x� y 5 1uli� .... .......... ......................... . .... . ....................... • ............ ............................... ............ ............................... :..................... .......... ........:...................... , .............................. ....... . all SCALE: W 6" TRICK ETHAFOAM PAD \� " / SCALE: 1 =20 HORZ S E DETAIL °C 1 " =5' VERT LOWER UTILITY PIPE 1 -20 HORZ 1 " =5' VERT C4.3 / tTHAFOAM INSTALLATION DETAIL 0 3+00 .............................. . .. ............................... ....................... :....................... :....................,..:..................•..... ................ ..... . .. .. .. .. .. .. .. 2+00 1+00 . ......... .,..,....... ........... ...,.............. +00 . . . .. .. . ...... .... ........... C. Ao KEYMAP Highlands Professional Plaza SHEET Elizabeth Ode and , Medina Washington 98039 COUGHLIN PORTERLUNDEEN • PLAN A CONSULTING STRUCTURAL AND CNIL ENGINEERIN WATER 95577 • �• 217 PINE STREET -SUITE 300 P: 206/3 Z 43 -0460 � w� '��� ��� PROFME SEATTLE, WA 98101 F: 206/343 -5691 s101NAL SCANNED NOV • 7 2003 �`� W • �o ? / c ►� (.� f w i e i CONNECT TO EXIST 16' 91 WATER UK • 12'x12' VERTICAL CROSS (wrrL) 2 -12' BUND FLANGES (ONE W/ 2' TAP do 2' PLUG) 1 -12 PLUG (W) w/ 2' TAP do 2' BLOW -OFF TEMP BLOCK - REMOVE CLEANING "POLY -PIG' TESTING DETAIL EXIST 16' DI WATER LINE 1 I , ' I AFTER ALL TESTING, CLEANING AND-/ DISINFECTION, REMOVE, TEMP, BLOCK I & BLOW -OFF & CONNECT WITH 12' SLEEVE & 12'SP0OL REMOVE BLIND FLANGES W/ TAP & REPLACE w/ SOLID BLIND FLANGES. FINAL CONNECTION DETAIL CONNECT TO EX 8' SANITARY SEWER MAIN. CUT EX 8' MAIN TO INSTALL SSMH PER CITY OF RENTON STDS. CONTRACTOR TO FIELD VERIFY PRIOR TO CONSTRUCTION. COORD WITH CITY OF RENTON UTILITIES i I � I i ' 7P,1�.'EWuY I RIM = 398.81 MATCH EX) IE= 385.87 8" IN)W,N IE= 385.77 8' OUTS PER CITY OF RENTON STD DETAIL BR -28.� SEE DETAIL C4.1 STA 0 +25.7, 5' LT �..- Q � T O......................... ................................................................. ............................... ....................... .............. .. .... ....................... ....................... ....................... ......... ... .... .... Sean Orr Q `� :fix 3 Cr J Gil J 3 7 Z ��:wyOC �Z Of W �O- 2 N .r Z.-. F- �-�� �_ x Z �UUY3�; vJVxWp W Q�W �.`Y3� 2G��73� J (WlfO �_ ~: W �. O �] - I �� .J iy M. r`._. L .................. vy ... ... .^ ....(n.. - �. 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Y F- �, F-- I ? i Y 1'- Y p ' r-� a C� 0 �1' Z O r a. cn v~� m w a 3 3 c3 a� ._� z a vvi 405..... :.......................'.. �QQ51 i : �`b' I . wc8' . :�� �Zdo�o ................................................................................... ............................... .............. .............................. ............................... :......... o �+�, �+�nlc I o ��- :, ��n�., ►..oc :.. . ............................... ...................... ............................... ............ I W ,. :.. ................... ... ..... ......... '405. . EX N r 14 + a Ci N'li'?'„" :cam i= '(�'•�.... .. Z.o.�`' . CL ' GRADE I : �� �°; I� I `„ �� `„_°°`" o oI _ N + + !3 N + N + rt I Z � Q� � AA4 J _ 1 1 •- � O •- O I «- OCR � O � F- C L u- !c? y. . ... �3 30Ccn cncn d . ...... ....................... .................. .. ...... . ...... ....... . : .. � ............. .. . . ....... � ............... 4W . ......... ............. . cr- ....... . :....... ....... : ........ LLJ o a SDO _ _y ;�� MIN . 52 L� 12' CL52 DI + CLR EX ;395 ` GAS m . 40 LF 12" CL52 DI........... ........:.....11.0.. if...12 ".. CL52. DI . , .............:............ ...........:................... , ...: :....... 5 .. - _ EX W 12" SD . :.:167 tF t2" C1:52:DI " - /........ .. - - :....... 5 ......: 12% MIN CLEAR V 35 LF/ 12 , 5 LF 12" CL52DI IF LESS THAN 12 ", IE= 393.1 86 " �- 18 �5 LF 1 CL52 I B�IH �F MIN 1 2" 2 D PROVIDE I MIN RIM =4 - 8 SDR 35 S_2.59 CLR THICK ET FOAM _ � i =39 � � 12' CL52 DI, RESTRAIN --+ 12" CL52 DI, RESTRAIN PAD AT CROSSING. UPPER UtLfiY °APE STO DTL BR2804 PIPE W /SHACKLE RODS _ — PIPS W /SHACKLE ROgS SEE' ETHAI�FOA4# ._._ SEE DETAIL C4.l • ............................ 2ip 8. .S .............. ....................... ......... ....• ...................:..,.....,.. INSTALLATION DETAIL. ;STA 3 +15.5 5' D 35 5 =2:5� "��BOLTEOCK RESTRAINED i r. 12 LESS i Ng1d "--- JOINT` PIPE r ARAN' -�-•- STEEL CASING 'off ,LE UE I ; BE DETA�. 2 Z ...... ' .......... . ........... :........ , ....... PACK GAA BETWEEN I VvJ 1: FOR ENLARGEMENT c4.3 o;' !. .... ................. ... ...................................: ......................:........ '� Flog UTTLMES AT CROSSING x� y 5 1uli� .... .......... ......................... . .... . ....................... • ............ ............................... ............ ............................... :..................... .......... ........:...................... , .............................. ....... . all SCALE: W 6" TRICK ETHAFOAM PAD \� " / SCALE: 1 =20 HORZ S E DETAIL °C 1 " =5' VERT LOWER UTILITY PIPE 1 -20 HORZ 1 " =5' VERT C4.3 / tTHAFOAM INSTALLATION DETAIL 0 3+00 .............................. . .. ............................... ....................... :....................... :....................,..:..................•..... ................ ..... . .. .. .. .. .. .. .. 2+00 1+00 . ......... .,..,....... ........... ...,.............. +00 . . . .. .. . ...... .... ........... C. Ao KEYMAP Highlands Professional Plaza SHEET Elizabeth Ode and , Medina Washington 98039 COUGHLIN PORTERLUNDEEN • PLAN A CONSULTING STRUCTURAL AND CNIL ENGINEERIN WATER 95577 • �• 217 PINE STREET -SUITE 300 P: 206/3 Z 43 -0460 � w� '��� ��� PROFME SEATTLE, WA 98101 F: 206/343 -5691 s101NAL SCANNED NOV • 7 2003 �`� W • �o ? / c ►� (.� f w i e i q 0 CD N p r I ( C) C) ID u c; IA J Z� c Q 3 QI c w '`+r 010 y Z.0 1+1 a a� lr —T cn cc 0 x 3 r y ON " ^ � c v cr CC _a 0 a P Q N n } w O Z m 0 ' I I Io) 12 %12' VERTICAL CROSS (MJxFL)JI 2 -12• BLIND FLANGES (ONE W/ 2" TAP do 2- PLUG) 1 -12' PLUG (MJ) W/ 2" TAP & 2" BLOW -OFF TEMP BLOCK - REMOVE CLEANING "POLY -PIG• TES_ TING DETAIL AFTER ALL TESTING, CLEANING AND DISINFECTION, REMOVE, TEMP, BLOCK do BLOW -OFF do CONNECT WITH 12" SLEEVE do 120SPOOL. REMOVE BLIND FLANGES W/ TAP & REPLACE W/ SOLID BLIND FLANGES. � FINAL CONNECTION DETAIL NOTE: CONTRACTOR TO COORDINATE WITH WATER DISTRICT #90 PRIOR TO ANY WORK. FUTURE 405 BUILDING n .. ....... U 2.x4 - 'WHI•TE MARKER POST ................... . ....................... . Z a s (A IE= 396.96 _ %S 400 . . ... .................. 400 . . . ..................... 395 ,S ell 395 L,, '�? ' _ ....... ;,., ....... 1� fV ' : �s s. a ......... 6' SS STUB; IE= 397.00 ........... ........................ . O) I— V) Go f` CAP AND MARK W/ 2•x4• WHITE 'SEWER' MARKING . I SCALE: W Kr�"1 Q } 3 1 " =5' VERT W :0 I ��s a R Q 0 m 0 ' I I Io) 12 %12' VERTICAL CROSS (MJxFL)JI 2 -12• BLIND FLANGES (ONE W/ 2" TAP do 2- PLUG) 1 -12' PLUG (MJ) W/ 2" TAP & 2" BLOW -OFF TEMP BLOCK - REMOVE CLEANING "POLY -PIG• TES_ TING DETAIL AFTER ALL TESTING, CLEANING AND DISINFECTION, REMOVE, TEMP, BLOCK do BLOW -OFF do CONNECT WITH 12" SLEEVE do 120SPOOL. REMOVE BLIND FLANGES W/ TAP & REPLACE W/ SOLID BLIND FLANGES. � FINAL CONNECTION DETAIL NOTE: CONTRACTOR TO COORDINATE WITH WATER DISTRICT #90 PRIOR TO ANY WORK. h j WET TAP EX 16' a 1 12• TEE (FL) — — I WATER YAW PER CITY 2 120 GATE VALVE (FLxMJ) —" -' ---- -- _ ____� _. s ` I OF RENTON STANOIARDS 1 11 ADAPTOR (MJXFL) — — --- — , ' () 128 22.5 VERTICAL CONTRACTOR TO POTHOLE W THRUST BLOCK ��'' � • • �" y _ . � '` LNG -- — — �— k., . 5 LF 12• =2 a AND FIELD �ERI�r PRIOR STA 2167.0, 5' RT I Vii ��', �.,�r t .,i y 1) x6• (MJ - I " THRU BLOCK ' TO (TMp) 0 10 I r4u LFN, 1.25 A 0+ .0, 5' RT (1) TEMP BLOWOFF ASSY L s. ;'. 'T "'e A 0 +5 .5, 5' RT 1 1 • 1 • T PER CIT1f OF REN f _ — �, STA ♦32.1, LT — _. / y. _ ' 6� 2 APPMIG TEE (YJ) �. '. .• _ I /� 1 12 TAPPMIG GATE VALVE (FLx11J) r�'� , STD DTL BR15 .� SEE DETAIL w ;. ? ,. ••w,r ,� I ,t O 12812.5- i w BlA(',KMrG u•t `' :i p t -�" LF 12 CL52 D1 PER G1Y OF' RENTON STD6 1 120 VERT CR (Fl) - - _ `• ; 1 12' PLUG (IIJ) ► ; . 1 12. CL5! - w THRUST BLOCKING •♦ - _ ,, GDOROMrATE TESTMrG w /CITY ....« .' ..~".� -+,, --"-- _ _ .,�_ j +op _ RENTON ILIM Y IMC70R A 3+19.0, 5 RT -I ,� -- _ ."._..... Bull, w.,.,,r _ ,{,., }.' h PRIOR TO AND COWICTION TO EX WATER YAW OWN i COACT TO EAST 1 a Im LK &M,* 8 T UT)E '' �'i. + I. j Iq PER CITY OF RENTON ,. i ,w,; ,a;;• ` "' ' ' cri STD 011. BR28 4� IE =396.06 T' 3 / • I • : DETAIL `a / ".; 12 x 12 VERTICAL CROSS (MJxFL) SEE DETAIL , c4.t «��.., + .;,= E 2 STEM CASING - 5TA 3+15.5 5 Y 1 .� r`, �_ ,- 396 2 -12. BLIND FtJINGES (ONE w/ 2 TAP 2' PLUG) �. / /'— I 1 -12 PLUG (YJ) W/ 2 TO k 2 BLOW -OFF •��t~ c•4..2�; TEMP BLOCK- REM CLFJI" OPMY -PIG' 394 `=: ' r` 6" SS STUB, IE= 397.00 / _ `� - �^ ----- EXIST 16' a CAP AND MARK W/ 2 "x4• / / i f= . I 1MAlER LINE WHITE 'SEWER' MARKING '� IE'�r MD �r't - ��Y / - • i I AFTER ALL TESTING, CLEANING AND _ 1 .;•� WINFECTION, REMOVE, TEMP, SOCK -�`, 18' WATER / • ,. BLOW -OFF 0 CONNECT WITH 12 SLEEVE 0 12"SPOOL.• REMOVE BLIND FIANCES W/ TAP REPLACE W/ SOLID &W FLANGES. V •J,• •;! �r , PROPOSED '��• 1 IRRIGATION METER SLMFF. ♦ �' � '� ;_ �;'• ; • CONNECT TO EX Be SANITARY SEIItER 6 LF i PE '�V ` � I MAIN. CUT EX Be YAMI TO MrSTAII SSW I ° PER CITY OF RENTON STDS. CONTRACTOR 1 " DDCvC PER / _ _ ; '' °C t i TO FIELD VERIFY PRIOR TO CONSTRUCTION. COB STD DTL 8R54 / �'� �iL y ► -: ,� COORD. WITH CITY OF RENTON MM r� ` s• - ROUTE WATER LINES LOW TRENCH '' ' � I ' ,,.- o I RIM =31g.Et � MATCH EX) f'� � = 7' L0 AIN CONNECTION � i _,w_ � :;:: p I IE -W&It 8 IN Mr. Ln I IE -385.77 e' N 4" DDCVA ASSEMBLY i �T, I Q I ,r S / , >I PER CRY OF RENTON PER COR STD DTL BR56A �1�t1� / -' T=,1 .�• I : STD DETAIL BR -28. 4 SEE DETAIL C41 4 FIRE SERVICE SEE. MECHANICAL / O " T P STA 0 +25.7, 5' LT I ' - FDC PLANS FOR CONTINUATION TY 2 112' DOMESTIC WATER SERVy2 / = ` - _ l '' +• �I V �• � ' 1 1 3l5. �I L,. 2" DOMESTIC METER PER CITY OF RENTON STD DTL BR42 REDUCED PRESSURE BACKFL 9 W / / Af- It y NSTALLA i ION W/ HOT BOX) s C5 LD m z J Z a �-- g Ln tic CS �rn in o0 C D �Gr �+-i WW3 • q�C + •f a r+ y 405 4051 t. , K ................. : ....................... .�.• i'7r.+A. r /►,•1\ �K'%'• A�i ft• 1` i��' 1�N. f•\+ N►.......... ..r,........................... .......,...... .. �+ 8 SDI 52 LF 12" C[52 DI r� o 395 0 12, SD 12m IN Q -#* ,% f 4 1 1 I E I I i i FUTURE 405 BUILDING 405 .. ....... 2.x4 - 'WHI•TE MARKER POST ................... . ....................... . d' X00 IE= 396.96 _ -- 400 . . ... .................. 400 . . . ..................... 395 ,S ell 395 L,, '�? ' _ ....... ;,., ....... 1� fV ' : �s s. ... ......... 6' SS STUB; IE= 397.00 ........... ........................ . O) I— V) Go f` CAP AND MARK W/ 2•x4• WHITE 'SEWER' MARKING . I SCALE: W Kr�"1 1"=20' HORI } 3 1 " =5' VERT :I h j WET TAP EX 16' a 1 12• TEE (FL) — — I WATER YAW PER CITY 2 120 GATE VALVE (FLxMJ) —" -' ---- -- _ ____� _. s ` I OF RENTON STANOIARDS 1 11 ADAPTOR (MJXFL) — — --- — , ' () 128 22.5 VERTICAL CONTRACTOR TO POTHOLE W THRUST BLOCK ��'' � • • �" y _ . � '` LNG -- — — �— k., . 5 LF 12• =2 a AND FIELD �ERI�r PRIOR STA 2167.0, 5' RT I Vii ��', �.,�r t .,i y 1) x6• (MJ - I " THRU BLOCK ' TO (TMp) 0 10 I r4u LFN, 1.25 A 0+ .0, 5' RT (1) TEMP BLOWOFF ASSY L s. ;'. 'T "'e A 0 +5 .5, 5' RT 1 1 • 1 • T PER CIT1f OF REN f _ — �, STA ♦32.1, LT — _. / y. _ ' 6� 2 APPMIG TEE (YJ) �. '. .• _ I /� 1 12 TAPPMIG GATE VALVE (FLx11J) r�'� , STD DTL BR15 .� SEE DETAIL w ;. ? ,. ••w,r ,� I ,t O 12812.5- i w BlA(',KMrG u•t `' :i p t -�" LF 12 CL52 D1 PER G1Y OF' RENTON STD6 1 120 VERT CR (Fl) - - _ `• ; 1 12' PLUG (IIJ) ► ; . 1 12. CL5! - w THRUST BLOCKING •♦ - _ ,, GDOROMrATE TESTMrG w /CITY ....« .' ..~".� -+,, --"-- _ _ .,�_ j +op _ RENTON ILIM Y IMC70R A 3+19.0, 5 RT -I ,� -- _ ."._..... Bull, w.,.,,r _ ,{,., }.' h PRIOR TO AND COWICTION TO EX WATER YAW OWN i COACT TO EAST 1 a Im LK &M,* 8 T UT)E '' �'i. + I. j Iq PER CITY OF RENTON ,. i ,w,; ,a;;• ` "' ' ' cri STD 011. BR28 4� IE =396.06 T' 3 / • I • : DETAIL `a / ".; 12 x 12 VERTICAL CROSS (MJxFL) SEE DETAIL , c4.t «��.., + .;,= E 2 STEM CASING - 5TA 3+15.5 5 Y 1 .� r`, �_ ,- 396 2 -12. BLIND FtJINGES (ONE w/ 2 TAP 2' PLUG) �. / /'— I 1 -12 PLUG (YJ) W/ 2 TO k 2 BLOW -OFF •��t~ c•4..2�; TEMP BLOCK- REM CLFJI" OPMY -PIG' 394 `=: ' r` 6" SS STUB, IE= 397.00 / _ `� - �^ ----- EXIST 16' a CAP AND MARK W/ 2 "x4• / / i f= . I 1MAlER LINE WHITE 'SEWER' MARKING '� IE'�r MD �r't - ��Y / - • i I AFTER ALL TESTING, CLEANING AND _ 1 .;•� WINFECTION, REMOVE, TEMP, SOCK -�`, 18' WATER / • ,. BLOW -OFF 0 CONNECT WITH 12 SLEEVE 0 12"SPOOL.• REMOVE BLIND FIANCES W/ TAP REPLACE W/ SOLID &W FLANGES. V •J,• •;! �r , PROPOSED '��• 1 IRRIGATION METER SLMFF. ♦ �' � '� ;_ �;'• ; • CONNECT TO EX Be SANITARY SEIItER 6 LF i PE '�V ` � I MAIN. CUT EX Be YAMI TO MrSTAII SSW I ° PER CITY OF RENTON STDS. CONTRACTOR 1 " DDCvC PER / _ _ ; '' °C t i TO FIELD VERIFY PRIOR TO CONSTRUCTION. COB STD DTL 8R54 / �'� �iL y ► -: ,� COORD. WITH CITY OF RENTON MM r� ` s• - ROUTE WATER LINES LOW TRENCH '' ' � I ' ,,.- o I RIM =31g.Et � MATCH EX) f'� � = 7' L0 AIN CONNECTION � i _,w_ � :;:: p I IE -W&It 8 IN Mr. Ln I IE -385.77 e' N 4" DDCVA ASSEMBLY i �T, I Q I ,r S / , >I PER CRY OF RENTON PER COR STD DTL BR56A �1�t1� / -' T=,1 .�• I : STD DETAIL BR -28. 4 SEE DETAIL C41 4 FIRE SERVICE SEE. MECHANICAL / O " T P STA 0 +25.7, 5' LT I ' - FDC PLANS FOR CONTINUATION TY 2 112' DOMESTIC WATER SERVy2 / = ` - _ l '' +• �I V �• � ' 1 1 3l5. �I L,. 2" DOMESTIC METER PER CITY OF RENTON STD DTL BR42 REDUCED PRESSURE BACKFL 9 W / / Af- It y NSTALLA i ION W/ HOT BOX) s C5 LD m z J Z a �-- g Ln tic CS �rn in o0 C D �Gr �+-i WW3 • q�C + •f a r+ y 405 4051 t. , K ................. : ....................... .�.• i'7r.+A. r /►,•1\ �K'%'• A�i ft• 1` i��' 1�N. f•\+ N►.......... ..r,........................... .......,...... .. �+ 8 SDI 52 LF 12" C[52 DI r� o 395 0 12, SD 12m IN Q -#* ,% f 4 1 1 I E I I i i oc.,4 In 664 :... I.: cr . �+1 �5, �. M2. alla ,.. .Id.y. ....... ............ .......... .....•..' EX GRADE a� I 64 64 *C4 Ix I: �I . .. ... ........ .. ..... .... .... .. •...... ...... .... ... ........ ....... .... ......�'..� .�►�.. ... .... ,'• � ..... .... .. ...................... ...................... ... ......... .............. i MIN ?� �( CLR i I ' AL I EX W 395 R.. ....... ... ............................... �. .. l ........ .., ............ ........... ... ............................... . 167 i F T2 CL52 01 LP12 - - - t 8. EX �� -. - 5 LF 12 CL52 DI IF IE= 393.11 ,� a kIN \L _r%7 LF 12 CL.52 a LESS TMAN 12 4r • / CLR _ PROVIDE B" MIN RIM -40"! 4��Olo• so 12' CL52 D1, RESTRAIN — -- 12' CL52 DI, RESTRAIN mom THICK ETHAFOAM IE 8' 0 UT fs,'�'� _ — — 1 r� PAD AT CROSSING. UPPER UtI m PIPE STD DTL BR28 4 W/ RODS PPE w /��ACKIE iiO4S SEE fTMANFOAM .. ............... ...... ............................... SEE DETAIL.. c4.1 �� 8 SOP 3S s :� INSTAlU1TIbN DETAIL. _ STA 3 +15.5, 5' ,Z17 a BOLTEOCK RESTRAINED • JOW.. PIPE LESS THAN 12" CLEARANCE 385 PACK GM fc" flog UTILITIES k CROSSING " y ��AL E W/ 6' TWCK ETHAFOAN PAD SCALE. 1"- 20' HoRZ LOWER Ufuly PIPE 1'=20' H(►kl 1%5' 'VER1 3+00 .. ............................... .. ... • AS -TILT 'TFIE�E ''LAlll� AID WMNT AND THE t TION 60M ACCUAATEIY "WOO R" COMMM As OF Z 0aire 0*"P MARCH =116111 W" etp 70 STEEL CASMrG BE �� I FOR 03 14=1 WL 3L `\ SEE DETAIL \ %C43 : \ � � 2+00 "11101, 400p C KEYMAP Highlands Prof cssional Plaza SHEET Elizabeth Odegard, Medina, Washington 98039 COUGHUNPORTERLUNDEEN - A CONSULTING STRUCTURAL AND CIVIL COIMrVItATION �'�i 217 HIVE STREE T - SUITE 300 P 20613434400 MAL SEATTLE, WA !0101 F: 20iA3,3 -SN I EIS 01 /23/2'00 �CANNEO APR 22 • r , WAS PIM C4.0 AND PROFUE 2 x 3 J ~ N N C cp ._. C-14 In W C7 L,, '�? ' _ ....... ;,., ....... 1� fV ' : .... Qb ... ......... .............. ........ : ......... .............. :........... ........... ........................ . O) I— V) Go f` • U!7 N C7 I W Kr�"1 I : W Qf (WHAESE) } 3 `meetI G :I :0 I ��s a R oc.,4 In 664 :... I.: cr . �+1 �5, �. M2. alla ,.. .Id.y. ....... ............ .......... .....•..' EX GRADE a� I 64 64 *C4 Ix I: �I . .. ... ........ .. ..... .... .... .. •...... ...... .... ... ........ ....... .... ......�'..� .�►�.. ... .... ,'• � ..... .... .. ...................... ...................... ... ......... .............. i MIN ?� �( CLR i I ' AL I EX W 395 R.. ....... ... ............................... �. .. l ........ .., ............ ........... ... ............................... . 167 i F T2 CL52 01 LP12 - - - t 8. EX �� -. - 5 LF 12 CL52 DI IF IE= 393.11 ,� a kIN \L _r%7 LF 12 CL.52 a LESS TMAN 12 4r • / CLR _ PROVIDE B" MIN RIM -40"! 4��Olo• so 12' CL52 D1, RESTRAIN — -- 12' CL52 DI, RESTRAIN mom THICK ETHAFOAM IE 8' 0 UT fs,'�'� _ — — 1 r� PAD AT CROSSING. UPPER UtI m PIPE STD DTL BR28 4 W/ RODS PPE w /��ACKIE iiO4S SEE fTMANFOAM .. ............... ...... ............................... SEE DETAIL.. c4.1 �� 8 SOP 3S s :� INSTAlU1TIbN DETAIL. _ STA 3 +15.5, 5' ,Z17 a BOLTEOCK RESTRAINED • JOW.. PIPE LESS THAN 12" CLEARANCE 385 PACK GM fc" flog UTILITIES k CROSSING " y ��AL E W/ 6' TWCK ETHAFOAN PAD SCALE. 1"- 20' HoRZ LOWER Ufuly PIPE 1'=20' H(►kl 1%5' 'VER1 3+00 .. ............................... .. ... • AS -TILT 'TFIE�E ''LAlll� AID WMNT AND THE t TION 60M ACCUAATEIY "WOO R" COMMM As OF Z 0aire 0*"P MARCH =116111 W" etp 70 STEEL CASMrG BE �� I FOR 03 14=1 WL 3L `\ SEE DETAIL \ %C43 : \ � � 2+00 "11101, 400p C KEYMAP Highlands Prof cssional Plaza SHEET Elizabeth Odegard, Medina, Washington 98039 COUGHUNPORTERLUNDEEN - A CONSULTING STRUCTURAL AND CIVIL COIMrVItATION �'�i 217 HIVE STREE T - SUITE 300 P 20613434400 MAL SEATTLE, WA !0101 F: 20iA3,3 -SN I EIS 01 /23/2'00 �CANNEO APR 22 • r , WAS PIM C4.0 AND PROFUE