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HomeMy WebLinkAboutzW-3372SetT ON J d z � Q Q g 2 � Q W Q a z 3 LL Z 0 U� s gs � a gb ° ON ' 3 _ �2 �0 LL8 O u! S w � N O y z PORTION OF THE S.E. 114, S.E. 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. MATCH LINE SEE SHEET 622 J W ..!......... ' ° ¢ .. z z I I -- .S . .. . ............. ' '......... ........ ....... . ..... 1 11.Q........................ \ 111 I..1 o..¢. I...... . AcP ��I I I i j I I J 1 (- .o + ....... ° . + ..... . . . . . ..... . . ... . . . . . . . ...i.. . . . . . ..1........ . . . . . . . . . ...... O O ° .... . . . . >� O 6 6 0 O u! S w � N O y z PORTION OF THE S.E. 114, S.E. 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. MATCH LINE SEE SHEET 622 ....a.,....... ..!......... ' '........ . .. z z I I -- .S . .. . ............. ' '......... ........ ....... . ..... 1 11.Q........................ \ 111 I..1 o..¢. I...... . AcP ��I I I i j I I 1 11 �\ 11 11 11 42 •.' .o + ....... ° . + ..... . . . . . ..... . . ... . . . . . . . ...i.. . . . . . ..1........ . . . . . . . . . ...... O O ° .... . . . . cI 6 6 ( \ 5 ............................ ............................_ ( 4304 ,I I PAD -433.5 I PAD` -432 :5 PAD = 431.5 11 1 I \ ( \ ACCESS/ I L I I i 1 UTH— EaSW. _ STA.0 +08.60, 6.00' R - - - -� -- 434 - - 432 20LF 4" D.LP. - NE 14TH ST -- _ � \ - - -- - - - -- --_ - - - -- 1 -2" BLOW OFF ASSY.(FL) — -r - STA.. 0 +04.98, 6.00• R _ -- N -C�%}� -. rr,,- PpWATE)° NE 14TH ST - - 1 -4" D.I. END PLUG (FL) 165LF 4" D _LPl I` 1 I — — — — -Ir — — ; — STA 2+2067, ' ND AVE) ` \, \� — 432 _ I� T°'_ C / 1 STA. +32.51, 118 BERI)ND AVE NE I- 1 I .}TS "xe TEE (MJxFL) ° I I1?6�4TE VALVE (FLx) ��--;; Zoo I D.I.P. I Q -'l': loo 1/�" MVD F.H. AS I 1 /-CONG`a. BLKG II I l i 1 ST .Z1 +15.93, 7.55 Z 1 BE MOND AVE NE° / fll ! I SjT� 1}86.50, 12:4 s�1 I / `Ili ff �II {-8� 4` TEE (MJZFLxFL)I 1 1 w/c Wc'. EtxG. ��l 1 11 -S &TE VALVES VALVES I__ \ rT - - -�— — - - - - -� __ __ \\ \ I 1 I BL OFF T , 111E 14111 ST I/ \ I OMESTIC WATER METER I , out • g$3 4 \ I. I ISEE NOTE ABOVE RIGHT I \ STA. 1 +67.04, 1 .2�' R a (I•'P 1 p. W2� /r - -- - - - -7 Y--- - - - - -- I \ NE 14TH ST 1 t 1 --I I- - - --1- � -- I i sz� I I I l 4 11 17nBENL� 1(MJ) \ 1 I I I WICONC. BLKG. \I1 1 i PAD =435.5 PAD =435.5\ PAD = 4\33.5 y I I STA.. 1 +00. 0, 7.9 / i \.' L-- -- --- - --- -- J I L --------------- REDiy,,OND A NE // INSTALL A I . L__ -- " '� / / 1" LAND APE II I \ -------- ID D -(Md5 l i ME-TER 22.5' BEND MJ �A p I STA7 q +54.59, 13.32' - z/ - - -436 - - -��,\ - W3/ ONC.'BLKG 434 �/ (OPEN CE) ' JONVI §TI G WL C`I . 89`00 23" W 223.12' � a - - 1 jI�ERTICALL CRO S ( Jx \ 1 -8" B 1 ryD FLANG€ 0 S I �/ 1 -8" ND FLAN Gp / 436 II W /2" TEA, AND PL�1G SCALE 1" = 20' / 1 -2" TEM BLOW - FF ASSY- / PER C.O. - STD. DTL. 80y5 / 11 SEE DETAI� 2, SHE IT C2 / — NOTE: 1 YY - PROVIDE ELECTRICAL SERVICE TO TRACT D FOR PROJECT SIGN LIGHTING AND IRRIGATION CONTROL SCALE: HORIZONTAL I' - 20 VERTICAL 1'. = 5' ......... . ....a.,....... ..!......... ' '........ . .. z z I I z.. . .S . .. . ............. ' '......... ........ ....... . ..... 1 11.Q........................ I..1 o..¢. I...... . ... . . . . . ......... . . . . . ... . . ..!... . . . . . . I . . ..... . .. . . . . . _ .................. . .o + ....... ° . + ..... . . . . . ..... . . ... . . . . . . . ...i.. . . . . . ..1........ . . . . . . . . . ...... O O ° .... . . . . _._..._. ................:....O I .......................... ............... . _ ............................ ............................_ �1 I I I NOTES: INSTALL 1" METER SETTERS FOR ALL LOTS. SEE SHEET C27 FOR EXISTING OFF -SITE FIRE HYDRANT LOCATIONS. STATIONING SHOWN FOR REDMOND PLACE PER HONEY CREEK HILLS PLANS (W2983). TRACT A 12 m z 1 ACCE33� 1— 'R"- C'7i� i 10 � �•� I , I + � a i 6�5 1 1 14 1, m1 as/ 13 i 2 i 1 CAD KEY MAP SCALE : 1" = 100' VERTICAL DATUM VERTICAL DATUM: CITY OF RENTON (NAVD88) BENCHMARK SITE BENCH MARK: A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE. (CITY OF RENTON #159) ELEV.= 415.95' BASIS OF BEARING 5,0 1 BASIS OF BEARINGS IS PLAT OF HIGHPOINTE DIVISION 11 W 337 L 07 ACREIS � REAK =A 98082 67ES.F.IIORVOL. 2.25 16 PG. CALL 48 HOURS cHE TO KED CITY STANDARDS COMPLIANCE BEFORE YOU DIG Date 1- 800 - 424 -5555 Date Date RECOMMENDED FOR APPROVAL RY. BY: r OD �3 m 0 La I U �JW co aO (DX�m0 N NW W! 1-I • iw-W`1 U to oD cd p� bA W u 3 r Q ED J N n L1.. Z X W LL Q IL _ ,6 W � '^ m V! Q D 3 N 1nqxc I'PROJECT NO.: 12007 DRAWN BY: EM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 NE 14TH ST WATBi PLAN AND PROFILE 06085WA01- C21.DWG C21 �l SHEET 22 Cr— 29 t y ?n o. n =x N a a` r Z > I •' N mcriJivilqJ: NI N U � M z N 6 LL w J LL O (L z Q (L W 3 a: Lu Z 00 r Z Uir I� g ss s - ZZ s H88 .- Z=< 64� of rn 5 w rc ' N O � Z c PORTION OF THE S.E. 114, S 114, '.-C'. I \�_ I..o �ftn(YH TFN41CNJl"N'1 \ I ACCESS7-UVL ESW.. ` STA.0 +10.80, 6.00' R, N NE 14TH PL \ 1 -2" BLOW OFF ASSY.(FL) 00 -Z STA.. 0 +06.68, 6.00' R \ `r _74TH PL \ 1 -4" 1),I. IEND PLUG (FL) \ I \ W �I i� o I \ O 0 MATCH LINE SEE SH ------- - - - - -1 SCALE: HORIZONTAL l'- 20 VERTICAL 1' - 5' TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 1 . , r, : 430 '0 • N � °11 ACTSI o _ m C — �. STA. ...� J ...... ...... . � .........:........ . ..........Z.. Z w 7 < pe ....... II .I.7.o S Sa . Q 2 VJ Q O w J °L Q Q' .......�.I.o.� w w . ....:. ...... ...:.......... . ........... .......... . .......... ...... ....w. ( (x ...... ....... Z �l�11 ..... . �o .. ... ..... ...... . FINISHED GRADEI'ff,Zr . ....... ...... .. 1 1K.........:......... ............ . ...... : :..........:..........:EXISTING G m ........ ...... .... M M._ty ................. . ..... > I9ZM . . .......... . ................':...........i. . ..... >..... . ...... ...... . of rn 5 w rc ' N O � Z c PORTION OF THE S.E. 114, S 114, '.-C'. I \�_ I..o �ftn(YH TFN41CNJl"N'1 \ I ACCESS7-UVL ESW.. ` STA.0 +10.80, 6.00' R, N NE 14TH PL \ 1 -2" BLOW OFF ASSY.(FL) 00 -Z STA.. 0 +06.68, 6.00' R \ `r _74TH PL \ 1 -4" 1),I. IEND PLUG (FL) \ I \ W �I i� o I \ O 0 MATCH LINE SEE SH ------- - - - - -1 SCALE: HORIZONTAL l'- 20 VERTICAL 1' - 5' TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 1 . , r, : 430 '0 • N � °11 ACTSI o _ m C — �. STA. NE. 4TH PLSTA.. 1 +25.$4, 10.45 R : ND AVE NE- ................ 1- 2 "6LOV✓OFFASSY.(.FL) .............:NE 14TH *PL'..........,..........'....4" TEE (MJxFLXFL).. . ......... i...... . STfr:. 0 +06:fi8': 5. Do, R ......:........ 1- 4•,.T1' 1/4' BEND . (MJ)...............NC.'BLIfG.......... . ................ NE'14TH 'PL' .............':.......... W/CONC. BLKG.........':..........'.... GATEVALVES (MJxFL) 1- 4 "'D.I. END' PLUG'( FL)...!. ............ ............................... .GATE-VALVES-(MJxFL) .._ -... .. ....... ........... ....... < ......... .. .. ..... ............... ......... ....e ....... ....... ....... ...... ....... . ......EkiSTING.CEN7ERLINE...... ....... ....... ....... .................... ....... ....... ........ .......ELEVATION...;......... ..... ....... ....... ....... ....... ....... ...... ........ ......'Pi20POSED FINISHED ..................... ....... ............... ..i....... ... ... . €.. .CENTERUNE.ELEVATIO .. ....!................... Lo 0,1 Lq Ala al< alp a Ala ala 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 NOTE- v I INSTALL 1" METER SETTERS FOR ALL LOTS. rl ml I 1 " =20' AVE) �.•,!rw.crA P i 12 l m ACCE 10 Es ACC SSI urn 918! 7 i l o i6 15! 4 !1, i3 ! 2 ! 1 KEY MAP SCALE : 1" = 100' AS BUILT INFORMATION ADDED BY GEODIMENSIONS, INC. '0.0 VERTICAL DATUM VERTICAL DATUM: CITY OF RENTON (NAVD88) BENCHMARK 5.0 SITE BENCH MARK: A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED 0.0 INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE. (CITY OF RENTON #159) ELEV.= 415.95' BASIS OF BEARING 15.0 BASIS OF BEARINGS IS PLAT OF HIGHPOINTE W.337208 ACRES+/ REAK =A 98082 GREENFIELD 2.25 16 PG v nn�nnn -vrY 3F- CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 (2e: LO-337 FOR APPROVAL RV. BY: W 0 r ~ U t co o LD z �z,...�w tf) wt o< ow CNI *1 U • 7--I U aD a ..�1D to N 0 .5 °° v W A W �� 3 Z Q ED J N � s Z X Q Z LL Z�WI�N = 0 88 ��jJ7I jo Q¢3h m`giv W 00awomw Oz !r 2 8 H E PROJECT NO.: 12007 DRAWN BY: ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 NE 14TH PL WATER PLAN AND PROFLE 06085WA01- C22.DWG C221 SHEET 23 OF 29 J y m o, m z> 1 m H I.1 N ...� ....:................. . ...... ...... . ...... ...... ....... . .........:........ . ..........Z.. Z w ...............?.......................... . ..............................J f fl W.........,......... ....... II .I.7.o S Sa . ..............`:......... ............................... . ...... .. . ...z ................. O .FZ ................... +[ Q' .......�.I.o.� w w . ....:. ...... ...:.......... . ........... .......... . .......... ...... ....w. ( (x ...... ....... Z �l�11 ..... . .. ... ..... ...... . FINISHED GRADEI'ff,Zr . ....... ...... .. 1 1K.........:......... ............ . ...... : :..........:..........:EXISTING G GRADE .... . ........ ...... .... M M._ty ................. . ..... > I9ZM . . .......... . ................':...........i. . ..... >..... . ...... ...... . ?...t.'L...� ..... " "' I . - ..--_ . . . . . . . . ... ............. . . . . ............... 1 ............................................ . ......... .......................t- a .... --..-..........:........_._._.... . .:._;........._.-1.pF..- .._.:.. ............... L....... L........., Q................................ . ............................................ ............... - ................ _ ............... . .................I... ..:. . ... ... . .... ....... .. .............:...i. L L . L .................. . ......;..............u......... . ..1. ..;....EGATEVALVES . . ......':.. . -- 0 +21.64..0, 2 . 3TPj0 +10:80,. 6.b�, R. . - O.i. 0 .'R . .... .......... ...:.. .....< 3 ....... .., .... i Lo 0,1 Lq Ala al< alp a Ala ala 0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 NOTE- v I INSTALL 1" METER SETTERS FOR ALL LOTS. rl ml I 1 " =20' AVE) �.•,!rw.crA P i 12 l m ACCE 10 Es ACC SSI urn 918! 7 i l o i6 15! 4 !1, i3 ! 2 ! 1 KEY MAP SCALE : 1" = 100' AS BUILT INFORMATION ADDED BY GEODIMENSIONS, INC. '0.0 VERTICAL DATUM VERTICAL DATUM: CITY OF RENTON (NAVD88) BENCHMARK 5.0 SITE BENCH MARK: A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED 0.0 INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE. (CITY OF RENTON #159) ELEV.= 415.95' BASIS OF BEARING 15.0 BASIS OF BEARINGS IS PLAT OF HIGHPOINTE W.337208 ACRES+/ REAK =A 98082 GREENFIELD 2.25 16 PG v nn�nnn -vrY 3F- CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 (2e: LO-337 FOR APPROVAL RV. BY: W 0 r ~ U t co o LD z �z,...�w tf) wt o< ow CNI *1 U • 7--I U aD a ..�1D to N 0 .5 °° v W A W �� 3 Z Q ED J N � s Z X Q Z LL Z�WI�N = 0 88 ��jJ7I jo Q¢3h m`giv W 00awomw Oz !r 2 8 H E PROJECT NO.: 12007 DRAWN BY: ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 NE 14TH PL WATER PLAN AND PROFLE 06085WA01- C22.DWG C221 SHEET 23 OF 29 J y m o, m z> 1 m H I.1 N NOTE- v I INSTALL 1" METER SETTERS FOR ALL LOTS. rl ml I 1 " =20' AVE) �.•,!rw.crA P i 12 l m ACCE 10 Es ACC SSI urn 918! 7 i l o i6 15! 4 !1, i3 ! 2 ! 1 KEY MAP SCALE : 1" = 100' AS BUILT INFORMATION ADDED BY GEODIMENSIONS, INC. '0.0 VERTICAL DATUM VERTICAL DATUM: CITY OF RENTON (NAVD88) BENCHMARK 5.0 SITE BENCH MARK: A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED 0.0 INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE. (CITY OF RENTON #159) ELEV.= 415.95' BASIS OF BEARING 15.0 BASIS OF BEARINGS IS PLAT OF HIGHPOINTE W.337208 ACRES+/ REAK =A 98082 GREENFIELD 2.25 16 PG v nn�nnn -vrY 3F- CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 (2e: LO-337 FOR APPROVAL RV. BY: W 0 r ~ U t co o LD z �z,...�w tf) wt o< ow CNI *1 U • 7--I U aD a ..�1D to N 0 .5 °° v W A W �� 3 Z Q ED J N � s Z X Q Z LL Z�WI�N = 0 88 ��jJ7I jo Q¢3h m`giv W 00awomw Oz !r 2 8 H E PROJECT NO.: 12007 DRAWN BY: ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 NE 14TH PL WATER PLAN AND PROFLE 06085WA01- C22.DWG C221 SHEET 23 OF 29 J y m o, m z> 1 m H I.1 N G KCViJIViV J. N N N U 8 N YS o G I I i PORTION OF THE S.E. 114, S.E. 114, / I ; / 4 w PAD =431.5 / I / - 7 PAD =427.5 \ J 11_ VJ E I METER -- - (TYPFi NOTE) SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. p Z N�l 07/19/2012 -��' N�a> 0 a z r m D .3 1 \ -�REMOVIt & REPLACE CURB /GUTTER & SIDEWALK PER CITY STANDARDS - �'- � GNM N I I I _ = J II _��. _ \ \ R MO VE �E LN TE: SUNSET AY IS 0- I 1 I I I _ -�� e �. + \ 156LF- 8,:.0.1P• \y+�\* \\ \ ��6t 9.,6, 6.67' UNDERLAIN WITH 61 _ _ J I �I' W I �'�'- - e = — f \ `I / C _ \ A"_'�"" l \ \\ - PANELS WITHIN THE�VICINITY OF Q Q I- I Z I / _ l \ - a V _ \ - \ \I \ +cam \ \\ STA. _ = ORKW�OR THEL�/R17ERMAINTION 1 I y 1 \ \ \� CO NE6J. 0 EXISTIN H .I Z i _ J I 0' 1 \ �� - �� 61LF -8'� D \ STA. 5 +4 38, 6.05\ R MAI T " ONNECTION WITHI�J�UNSET WAY $ _ \ 3t7 .09, 17.16'R REDMOND AVE NE �\h -� HALL BE DONE'PER- C.O.R. STD J �� I + _ T - ��- �=-T- \ 1- 1 ")C8'T PING E (FL) DTL H033 SEE- 6�J�ET ., �� -p \ D (MJ) 0_ 20LF 8" D.I.P. I „ N roN" \ \ W C N KG C25 FOR DETAIL _ -�� r\ '.m REDMONDVE NE \ W CONCf\BLKG. / Q D O 3 Q \ �j86CF 1 1 -$ "x6" tE (MJxFL)\ C / \ \ \\ 1 -�° IG TE ALVE Lx I- -- z O �J Q 22LF 8" D.LP. .. _ .r, _ _� ( y �" ,_ SE DETAIL SHEET 26. u EZO ry - - 1 6" GA \/ALV FL MJ - \ . m = a A� NE N R45' \ \\ 6LF s" U -1- \ \1 � a , TRA &TA , 3 - _ \ y w \ o , V. A 5 1�4" MVD F.H. ASS'Y \ I 1 � I S W /CON. BLKG TRAC 11 � I I � STA..Ijt 20 \\ —� �\ \: ...:\ \ P PCE�► II I I I s +oo ! - -- �/ _ 12 3- Fzi--�E3 --13 W a - REDMOND AVE NE I I� 1 8 "x4" TEE (MJxFLxFL) \\ / O ► I I I / I I ESA r. 1L O _ - - _ *w� \ W /CONC. BLK N -- _ _ ► >T rn I I / i 11 1 I ` •,� O G EL1 tU' S ( MJxFL" \ - STA. 1 +32.51, 11.86' g D;,3�Ari y -_ E ) �► � __a- - -_'I' 1 \ REDMOND AVE NE l I 4- € - VALVES (MJxFL) " \ \ —�� • --�� I •P '�' D '• -'1- 8- x6'= ±€E-(M JxF_C. ACCESS/ -• - W - d _ ► �' W urn_ �f�C �1 -6 GATE VALVE (FLxMJ) OP rIQ\ \ \ �_. / r? 0W. 19 8 I / 1• A£n X21 5 1 /4'D MVD F.H. ASS'Y ( EN SPACE) — ► ► \) — - dZd a � \\ I —C— l / - O D I I • - - + - --i 1 h W (� � - W /GON.C. BLKG- '8" ►� f I �� � N l , I I / I I / .q' -J 1 a - STA.- 1 +00.50, 7.94' L 13LF D.I.P. L — �� 1 �� - _ �I I Ii REDMOND AVE NE 9 �� 11 / Z I O i 1 -8" 45' BEND (MJ) ► ► / �'10N13d I -4 % / / / / / O 6 �5 1 _ _ _ I� i ll Z / ' 1 -8" 22.5' BEND �1d} — ��Id Wn3 �. C I NOTE: ^ 4 O O • / STA -1 +1 .931 �'5 R Z I - -- - / _ ii-.� _ W /COI�_Bwc'' —' REDMOND a' AVE NNE wn3�0�13d o I RrjrCl y f; r _ �, i - , I - - --- -- _ I \ STA. -0 +54:59,13.32' L TA. -1+q ON1 :11�/'�R / _/ /ASPHALT- DEPTJi.,II�NFrSUNSET, BLI RANGES;FkOM M1„T0,14�iR�CH_f, 1 ,9RLr -IJ� Ikc I,I t _ ASS W - = I ' - REDMOND AVE NE NE 14TH ST / / i, i- ; :T RESTORATt7tlN SHALL BE IN 'ACC0 _•- -' NTON III \ `• i OATH �L `3 2 I 1 U - i "' TRENCH RA1 ET OVERLAY DETAIL. EsMr. \ p —�- j JOIN EXISTING -WITH— 1- 8 °x4 "1 TEE (MJxFLxFL) / // /.�� i� ^ I � 8 ""x8" VERTICAL CROSS (MJxFL) W /CONd. BLKG. ti - ��x" "S I L- •- •�• - -. .._lfiiAQT�° STATIONING FOR SUNSET BLVD & REDMOND PLACE NE PER HONEY CB&VX Jll�- _/ 1 -8" BLIND FLANGE 2 -8" $1ATE VALVES (MJxFL) / • �� — — — — — — - - -(°�� .� 8" BLIND FLANGE 1 -4" TE VALVES (MJxFL) PLANS (W2983) v W 2" TAP AND PLUG r �(r �ic7Fa c _ �o �— 0 3 10 ....� / INSTALL 1° E47Ef2S- FOR- 7tBCL0TS - ... LO �\ : °7 -2" TEMP BLOW -OFF ASS'Y I _ - - �I ET, AIL 5 8095 REOMQND �' -{ — REC`bMMENDATIONEFOR SHALL NOT EFLECTION.EED Yz OF THE MANUFACTURE'S SC E 1' 120' KEY MAP -v 1 I _j 1r PER C.O.R -S L. - ...... ...... ....... ...... ..o. ...... .......: 1'. ...... ...... .. ..... _.__._ .. ...... ........._...... _. .............. ............_....._....:... ........._..........:.......... ... ........ .. ............ .._..... ......... ..... ...._ ...... ....__.._.._....-- _.._.__.._..------ --'--_. ...... ... .......... ........... z R. N -- El7MANC? E .... .: -AS BOILT -INFORMATION ADDED. - ea 4 t.a.. I o _ ............. , , ...... .... ... .. SCALE HORIZON-r —AL 'f 20. . [ W INC ... VERTICAL ;1....5.. ¢ .�¢ 22LF 8" O.I.P. ... .... ... .. ,... ... .. .:435.0' :425.0 . BY GEODIMENSIO 3 p do a ' .... 0. °........ 13LF .8 . D.I.P..1 ..........:. ..... EXISTING, GRADE........... ...........:................... . �....... 03 O ? FINISHED. I I ..... ...... ...... ...... ...... .... ...... ...... .. o ....... ...... ....... ...... ...... ........................�_ ..;. ...,..........;..........,. ......,SHED. GRADE..........,..........:.... ......:.......... ?............. 3 c .;. € ; O q . .......:......... .i..........:..... T .i.... ...... .:. ...... .. .:. ................;..........:....._.....:..... .....:..........:.............. . .... .... ...... ..... "` 9 ... ...... ....... .. ...... Ia "3 +79'09 ":1716 R " €" y. . O .......;....50LF.g;. .. .� ..... ..... ...... ....... .... .... ...... ....... ...... ....... ...... ...... rt I L 'STA:3t�9i-��' . o I T W II �W -_ s�css "off . REDMOND E _ .L..........;. > .., ....,..^. -�._ .. ........:..........:..........:...... ....:......................... i. ... .... .... ...... .. .. .. .ra .:.. ..... . € -: o - _ - _ 1 81x6 TEE {M;IxFL).. 1qi Ldao <.... 20 U ........... .0.0 ................ ... .1-6i' GATE VALVE FLxMJ .. __ =6 4 5 D 8 ' _.:....... - .... .... ALC.NENT .:............ . 1 .5:.1..4 MVD.FH ASSY !.. TA., 0 +54.59, 73.32 L 1 :.___- i f l -- / �i z RE MONO..... A[? :E...NE..._.........L.......... ........ ............................... RE ©MONO AVE NE 1 < , _ _ .................. >..... .....�,...; .W /(iONC BLKG..._a.._. _ _ .....ate.............. ..... 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OR 2.25 " " " " " " " " " (CITY OF RENTON #159) " " " " " " " "" IS " " " '" " " " ACRES+ - ''ELEV.= 415.95'.' ...... ..:... ............... 1..........;........................................ 1 ............................. ....... ...... ...... ...... CENTERLINE EIEVAnO>N. ..... .... U o CHECKED FOR COMPLIANCE RECOMMENDED O. O O M a t�O < n M t T N to 10 �_ N M M M N ° µ N 00 a^ N CALL 48 HOURS TO CITY STANDARDS FOR APPROVAL IR <� �M MM N� MM °N �N MN �N �N �N �N �N MN NN 7(VN (V� O� BEFORE YOU DIG Date BY: as <o- �a 14N V4 4* 44 as a� 1- 800 - 424 -5555 Date BY: N Z 0 +60 0 +80 1 +00 1 +20 1+40 1 +60 1 +80 2 +00 2 +20 2 +40 2 +60 2 +80 3 +00 3 +20 3 +40 3 +60 3 +80 4 +00 Date QIQ; Lo m 3 ?-C'ZT 1n W 00 LLI 0) p3 0 LL r W OD U � _I—j LD cu z I-z� .. �mW 1coa0 o tt1 .�UmU..UN 3d y C)' " 7�3 Q•I bA rA 0 o r v UW 3 I- m a ^J N L:L v Z X a 3 �LL IL a 0 col � 0 T J � m .L w�Q lo 3Q �wa� LLI It 3Duz Q /lam p 00 _ LL IL '� � a Of "PROJECT NO.: 12007 , DRAWN BY: VK/EMA ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 REDMOND AVE NE WATER PLAN AND PFK FLE 06085WA01- C23.DWG C23 SHEET 24 OF 29 y �m am �'x N�a> 0 a z r m D .3 1 W N 1 19 U I a d N W ir KtVIJIVN$: NI N U � x N z Z a J cc 3 a LL Z O Uw `o n ss � g o W 5i z z b �aa ° n � g2 mr > �� 00 r< t CC a 0 O S W K ofz PORTION OF THE S 114, S.E. 114, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. WATER !VOTES 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 2 ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBUC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE CITY. OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. J. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430 -7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATIONS SO AS TO AVOID. DAMAGE OR DISTURBANCE FOR UTILITY LOCATE CALL 48 -HOUR LOCATORS 800 - 424 -5555. 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE - CONSTRUCTION MEETING. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTING SHALL BE POLYETHYLENE WRAPPED PER ANSI /AWWA C105/A21.5 -93 STANDARDS. 7 CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT. LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI /AWWA C110 /A21.10 -BZ CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI /AWWA C104142114 -90. IF FIT77NGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FIT77NGS SHALL IN ACCORDANCE WITH EITHER ANSI /AWWA C1f0/A21.10 -87 OR ANSI /AWWA C153/A21.53 -94. 3 -INCH TO 12 -INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE KITH ANSI /AWWA ClIO/A21.10.87 OR COMBINATION OF ANSI /AWWA C110/A21.10.87 AND ANSI /AWWA C153/A21.53 -94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE KITH ANSI /AWWA C153/A21.53 -94 AND THAT POR77ON OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 -87. ACCEPTANCE TESTING IN ACCORDANCE KITH SECTION 53.53 OF ANSI /AWWA SECTION 10 -4.3 OF ANSI /AWWA C110/A21.10 -87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. a GATE VALVES SHALL BE IRON BODY, BRONZED- MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) / CONFORMING TOO AWWA C- 502 -85 KITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE THREADS P RVINCH AND ONE 4 TA(C PPNMPER ONO NOZZLE KITH THE NEW SEATTLE PATTERN STANDARD ADS PER INCH 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1 -114 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2 -112 INCH HOSE NOZZLE SHALL BE FITTED WITH CAST IRON THREADED CAPS KITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED KITH SUITABLE NEOPRENE GASKETS FOR POS177VE WATER 7TCTNESS UNDER TEST PESSURES 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD x5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND /OR EXTRUDED 6061 -76 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 118 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED KITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 -655 SAFETY YELLOW OR APPROVED EQUAL 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMANS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMANS 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMANS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS' PRIOR TO DISINFECTION. THE POLY PIGS' SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2LB /CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF PIG" ONLY. 17. PIGS' SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATIC. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE 7ES71NG SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7- 11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATIONO CLORWE/WATER SOLUTION. DRY CALCIUM HYPOCHLOR17E SHALL 01 BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7- 11.3(12)F OF THE STAANDARD SPECIFICATIONS REFERENCED ABOVE 20. A PRE- CONSTRUCTC CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY -FOUR (24) HOURS NOTICE KILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR7NG CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS METER APPLICATIONS, CONSTRUCTION PERMITS AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILUNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE -IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE PAVEMENT, SIDEWALKS CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION KITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS 13'x24' PLASTIC METER BOX EQUAL TO MID - STATES PLASTIC INC. BCF SERIES MSBCF 1324 -18 WIN 1.75' THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID- STATES PLASTICS, INC MSCSO- 1324 -R V4174 READER LED AND 1 -518' DRILLED HOLE FOR TOUCHREAD PIT UD (SEE DETAIL A -A) - FINISH GRADE 36" MIN COVER 22 -1/2' NEW DUCTILE LOOP DOWN TO CENTERUNE OF WATER MAIN TO PROVIDE SLACK IN COPPER, SERVICE LINE TO METER. WAY INSTALL METER BOX AT PROPERTY LINE WIN 12" f LONG COPPER TAILPIECE 9' MIN SIDEWALK 12' MAX CITY PRIVA7 PIPING PIPING }y 4ETERREAD WATER i METER D BE 12• _ & Pi SS BY THE CITY J_ /- TYPE '". SOFT N ti / COPPER TUBING IF SERVICE LINE TO HOUSE IS 4-3/4' OR I' TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FlDT PLUG x COMPRESSION COUPLING CORPORATION STOP. FORD TAPERED THREAD COPPERSETIER FOR 1' METER: FORD VBH72 -15W -44-440, (CC). QUICK JOINT OR McDONALD BRASS 21- 415W00044, OR MUELLER: (3/4" F1000 -3 -0) OR AY MCDONALD 47010 1 -9- 2470 -2 BOTH INLET AND OUTLET WIN PACK JOINT WIN (1' F1000 -4-G) OR AY MCDONALD 47010 GRIPPER. PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT FITTINGS NOTE SHALL BE WITH QUICK JOINT. ALL METER BOXES INSTALLED W771IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST -IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX FAWA, RILL 1 -5/8' DNA HOLE FOR AMR kUTOMATIC METER READ) TOUCHREAD DEVICE 2 -1 /r MIN. FROM NEAREST AND FRONT EDGE OF PIT LID `RIa DAL NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE MS. ADOPTED �.� CITY OF REN71011 Standard plans IST DATE: 04104 314" & 1 " WATER SERVICE DWG. NAME : 8106 SP PAGE : 8106 PLAN VIEW A I u� f A VALVE BOX LID WITH EARS IN DIRECTION OF WATER MAIN AND WORD "WATER" 2" SQUARE CAST INTO IT OPERATING NUT 12" MIN. 18' MAX 4' CONCRETE DOLLAR FOR 12' VALVES IN PAVED AREAS 4-1 ,(4' DIA. SEE DETAIL 2 PIECE CAST IRON VALVE 118 MIN. THICKNESS BOX, RICH - SEATTLE TYPE OR OLYMPIC FOUNDRY 1' STEEL LENGTH AS REQUIRED 1/8' MIN. THICKNESS 2-114- INSIDE MEASUREMENT 2 -114" DEPTH SECTION A -A VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REWIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED CRADE E MSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXIENSON TO BE USED PER VALVE N07E : ALL EXTENSIONS ARE TO BE MADE OF STEEL, S12ED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. T J. MIN. WIDTH W GTE POST 2 VALVE MARKER POST VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE U77UTY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS ADOPTED 0 CITY OF RENTON Standard plans IST DATE: 04104 WATER VALVE OPERATING NUT EXTENSION AND VALVE MARKER POST DWG. NAME : BR46 SP PAGE : 8090 W- 331210 0'3.' LO- 33 7a- I a FOR APPROVAL RV• BY: En OD 11D �3 n 0 W ��c� w In ez z� .. w 0 O 0 Lu rMiLClLLi�3a tJ T y • U � bA JW°D � a bA 0 o �u W Ua 3 1 ro J N (L U F LL = off n W m (� So�s Q p 3 CNI U1 S 7 W �N�W IW ¢pjma0 LL HIM � a PROJECT NO.: 12007 DRAWN BY: VK ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 WATER DETA -8 AND NOTES O60BSDT04- C24.DWG SHEET 25 OF 29 a� ^y o d �aa ° n � mr > N V d n z Q N U � c v tY rw' n o alt J Q W Q LL Z 00 z 0M �I 8 z lil PORTION OF THE S.E. 1/4, S.E. 114, Z b PPE 18" LONG Zo O z �g Z E 2 CUT OPENING AS REWIRED, AFTER INSTALLATION, HOLE FOR !RAIN." R =J GROUT AROUND PIPE. Is aZN O N LJ K Al PORTION OF THE S.E. 1/4, S.E. 114, In Pounds 2" OPEN PATTERN, RETURN BEND - 180' PPE 18" LONG n 2" GALVANIZED IRON PIPE FIELD LOCATE 11 -1 18" x 8" x 4" 2" 90' ELBOW J/ IPS TAP TO FIT, EQUAL TO MUELLER CO. CUT OPENING AS REWIRED, AFTER INSTALLATION, HOLE FOR !RAIN." R 2" 90' ELBOW GROUT AROUND PIPE. Is 2" BEEHIVE SMOMER 3 IPS TM ID FlT, EQUAL TO MUELLER CO. 830 SHORT NIPPLE A CCU VALVE AIR AND VACUUM ASSEMBLY J � � a ON / 4" 2°x2"x2" IEE� 2" UNION HYDRANT LOCATION IN CUT OR FILL 6" e• Q 8500 1,100 12.000 21,360 PLASTIC, SCF SERIES 1730 -18 K7TI4 2" DOCK DUCTILE. 3.320 1 IRON DIAMOND PUTS 18•x31" MSCBC 17308 275 21,620 2• BRONZE GATE VALVE SCRENED EQUAL TO 16.540 1§ 0 12" 250 2" RESILIENT SEAT GATE VALVE 48,000 2" 90• BEND WIN CLOSE } m O N LJ K Al SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LEVEL ALL GROUND MIN 3' RADIUS /- 4.875" x 5" / STORZ ONE MAN 2" GALVANIZED IRON PORTION OF THE S.E. 1/4, S.E. 114, In Pounds 2" OPEN PATTERN, RETURN BEND - 180' PPE 18" LONG 2" GALVANIZED IRON PIPE FIELD LOCATE 11 -1 18" x 8" x 4" 2" 90' ELBOW J/ IPS TAP TO FIT, EQUAL TO MUELLER CO. CUT OPENING AS REWIRED, AFTER INSTALLATION, HOLE FOR !RAIN." R 2" 90' ELBOW GROUT AROUND PIPE. CUT 2" BEEHIVE SMOMER 2" UNION IPS TM ID FlT, EQUAL TO MUELLER CO. 830 SHORT NIPPLE A CCU VALVE AIR AND VACUUM ASSEMBLY 300 2" CLOSE NIPPLE ON / 4" 2°x2"x2" IEE� 2" UNION HYDRANT LOCATION IN CUT OR FILL 6" e• 17"x30•• PLASTIC METER BOX EQUAL TO MID STATES 8500 1,100 12.000 21,360 PLASTIC, SCF SERIES 1730 -18 K7TI4 2" DOCK DUCTILE. 3.320 1 IRON DIAMOND PUTS 18•x31" MSCBC 17308 275 21,620 2• BRONZE GATE VALVE SCRENED EQUAL TO 16.540 5.880. 8.430 RED -NH TE VALVE CORP. FIG NO. 280 12" 250 2" RESILIENT SEAT GATE VALVE 48,000 2" 90• BEND WIN CLOSE MTN THREADED ENDS 6,780 BETWEEN BEND AND TEE , 2 -2" BRASS 90' BENDS KHH 46.200 2" GALVANIZED IRON PIPE W CLOSE NIPPLE BETWEEN BENDS FIT CLOSE I 9.240 NIPPLE �6 12" MIN. z• CORPORATION STOP 90- SEND, o° b° 34.620 17.650 ye°O a I.P. THREAD TO COPPER, EQUAL /8" 200 J 7' TYPE K SOFT TO FORD FB 500. 72.000 SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LEVEL ALL GROUND MIN 3' RADIUS /- 4.875" x 5" / STORZ ONE MAN 2" GALVANIZED IRON / COPPER TUBING TO FIT Thrust of Fittings In Pounds - PPE 18" LONG DOUDLE STRAP SERVICE CLAMP Win/ 2" 11 -1 18" x 8" x 4" 2" CM / J/ IPS TAP TO FIT, EQUAL TO MUELLER CO. Bond HOLE FOR !RAIN." R 2" 90' ELBOW DOUDLE STRIP SERVICE CLAMP KITH 2" CUT 4120 3.000 IPS TM ID FlT, EQUAL TO MUELLER CO. 830 WASHED GRAVEL. PASSING 1 -14" AND WASHED A CCU VALVE AIR AND VACUUM ASSEMBLY 300 3,780 ON / 4" AIR NO. R EQUAL AL EQUAL 1.470 HYDRANT LOCATION IN CUT OR FILL / YES/ FOR DRAIN NOTES AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCA77ON WHERE ASSEMBLY CAN BE INSTALLED. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB AND SIDEWALK. ADOPTED ♦ . CITY OF RENTON Standard piano T 91' DATE: 04104 2" AIR & VACUUM RELEASE VALVE ASSEMBLY OWG. NAME : BR51 SP PAGE :8095 CONCRETE BLOCKING SONG PROCEDURE A. IDffiAI The mount of concrete required to anchor horizontd bands, tees, and dead sn do an the strength of the sal. The methods of acing concrete to keep the pint accomMe is shown Fgurs 1. The died F equ w die feet of conts which must bear against the aids of the trench M found by dividing the thrust M pounds shown In Table 1 by the safe b__wYr_g_load of the sol as shown in Table 2. B. �1F,®E 1. The shin9 thrust only. is for horizontal or 2 Nglrt of Me thrust must be equal to lo has than 1/2 the depth from, the ground curing to the black M. & The thrust black bearing face h approximately rectangular. 44. Th�� blo�d�rY1�q shall be w per MINA G 4. d . Out" Diamatdi of Pipe In Fed SELL Saw Bowing Load N PmmdsIn /aq(TFL (Table 2) h = Deoth of Trench In Fe W th et of Trench In Feet A Arco of Concrete which must bear against the Bids of the Trench In FL Han Maximum Height of the Thrust Block In feet Dc Depth of the Concrete Thrust Block to Bearing Surface In Feet Lm Maximum Length of the Thrust Block in Feet I:1SeI %,�:LP:A F- W -I D. CALCULATION EQUATIONS 1. Area of Concrete (A) Thrust In Pounds ° T Soh Bearng Lood in Pounds Sq. FtC 2. Maximum Haight of Thwart Block (Hm) ° Depth of Trench in Feet h 2 2 (Width of Trench In Feet) - 3. Depth of Consists Thrust Block . Oulelde Diameter of Pipe in Feet) ° W -d 2 2 4. Maximum Length of Thrust Block (tm) ° Area of Concrete A Maximum Height ° Hn 5. Required Amount of Concrete (Cu. Yd.) . (Height x Depth x Length) x 0.03704 = (Hm x Lm x De) x 0.03704 E FXALWIE 1. Problem, Calculation of the amount of concrete required to block a 90• bend in on 6" C.I. water main the normal operating pressure in the pipe will be 05 psi and the soil condition In the orso Indicates sand and grovel. 2. Sdu Ew - Maximum testing preegure (See Table i) 300 yyysir. 0.75 R Outside dicrnatr of 8 pips ° 9.05 In. 9.05/12 - that to Table 1: The teetin pd is 21 of 300 pet, we ace that ON thrust an a 90• Band h 21,360 pounds - Go to Table 2. Table 2 gives the safe bearing load far sand and grovel: 3,000 lbs. /sq. R - Go to Figure 1: figure 1 Indicates the position of the concrete for blocking he 90' bend. - Co to the sped0catlons of the project and find .depth of trench ((h)) ° 4 test Width of trench (W� 3 feat With the above assembled Infoma lan, we proceed to the final cdculationa 21360 Area of Concrete (A) Thrust 1 Sofa Bearing Load 3,000 7.12 R - Maximum Height of Thrust Block (Hm) Depth of Trench in Feel 2 h 4 -2.Oft. 2 2 - Depth of Concrete Thrust Block (Dc) Width of Trench in Feet (W) - Outside Diameter of Pipe (d) 2 3 -0.75 _ 1.13 R 2 - Maximum Length of Thrust Block (Lm) Area of Concrete Height of Concrete _ A 7.12 -3.568 Hm - 20 - Required Amount of Concrete (Height x Depth x Length) x 0.03704 (Han x Lmn x De) x 0.03704 2.0 x 3.56 x 1.13) x 0.03704 . 0.30 as. Yd. TABLE 1 Sze Preseuro PS Thrust of Fittings In Pounds Taea 90' 22 -1 /2 11 -1 18" x 8" x 4" Dead End. Band Bond Band Bond 3" 300 4120 3.000 1.630 830 430 4" 300 3,780 5.370 2,910 1.470 750 6" e• 300 300 8500 1,100 12.000 21,360 61510 11,550 3.320 17 3020 10" 275 21,620 30,570 16.540 5.880. 8.430 4.330 12" 250 33.930 48,000 25.950 13,280 6,780 14" 250 46.200 65.370 35.340 18,030 9.240 18" 225 45.250 64.000 34.620 17.650 9.050 /8" 200 50.900 72.000 38.940 19.860 10.180 20• 200 62.840 BB 900 48.080 24.520 12,560 24" 200 90.480 12'! 980 89.200 35,320 18.100 30• 200 141370 199;960 108.150 55.140 28,280 38" 200 20,580 287,950 155,740 79.400 40,720 TABLE 2 Safe Basin, Leeds in Lb./So. Ft. The safe bearing foods given in the following table are for horizontal thrusts when The depth of as. over the pipe exceeds 2 feet Safe Bearing Load ML Lb. Ter G. Ft. -Muck• peat, etc. 0 Soft pay 1.000 Sand Sand and Gravel 30OU00 Sand and Gravel Cemented with pay 4.000 Hard Shale 10,000 -In muck or peat. all thrusts shall yYbe restrained by gee di ulr yyant and roleps °cmmtna�it with bollasrt�ot removal of atoblity to resist thrust.. a FILL ADOPTED . . CITT OF BERTAM Standard Plana Lsr Di 04/04 FIRE HYDRANT ASSEMBLY DETAIL DWG. NAME : BR24 SP PAGE : 8102 CAP 22 -1/20 TEE Et 11 -114a 45aBEND FIGURE 1 W BEND NOTE: FOR CONVEX VERTICAL BENDS BLOCKING SEE APWA STANDARD PLAN NO. 73. ADOPTED ♦ ®♦ CITY OF BENTON Standard plans HST DATE: 12196 CONCRETE BLOCKING SIZING PROCEDURE DWG. NAME : BR26 SP PAGE : B085 FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F -5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION, M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WIN 6" MECHANICAL JOINT INLET WIN LUGS 5 -114" MAIN VALVE OPENING TWO 2 -112 ". HOSE CONNECTIONS NATIONAL STANDARD THREADS 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WIN A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STOR2, ATTACHED KITH 118" STAINLESS STEEL CABLE 1 -114" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINIM KITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATIVE PAINT No. 5780 -563 DIM ACRYLIC GLOSS SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECnIXJ TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. GROUND MIN 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO -PIECE CAST IRON VALVE BOX WTN LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION 4.875" x 5" STORZ WIN REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED (SEE DING OR46 / PAGE 8090). 0 MAX $ MIN 2" 1 RAISED PAVEMENT MARKER TYPE 89 �- 4.8 STIMSIXJI7E TWO -WAY BLUE T, 42" M �m BLOCKING REMOVE LOOSE410 ASPHALT 3 /4 "DIA. X 12" LONG DOWEL BAR a 18• ON CENTER fi' EXISTING RIGID BASE• MIN. 12" MIN COMPACTED TRENCH BACKFILL AS DIRECTED BY THE ENGINEER 'HALT CONCRETE OVERLAY SAW CUT MAIN LINE TEE *TIN 6• FLANGE SIDE OUTLET. MIN. AND IN STRAIGHT 6• GATE VALVE (FL X AQ AWWA C -509, RESILIENT SEAT DIRECTED 6" DUCTILE IRON PIPE CUSS 52 CEMENT LINED, LENGTH TO FIT 18" x 8" x 4" 2 -314" COR- TENSTEEI. TIE RODS SEE STD DETAIL FOR TIE RODS MINIMUM CONCRETE No BLOCK ND� VERTICALLY Loop l Access with Bus HYDRANT Yes 112 YARD WASHED DRAIN ROCK (3-TV 3/87 MIN. DO BARS I' ABOVE BOOT FLANGE PLACE 8 MIL ON ALLCFFOUR SIDESEL Intersection (AIL YLENE FILM AROUND TOP AND SIDES OF Yes Plus one panel beyond the curb return GRLYIET FIRE HYDRANT ASSEMBLY REMOVE LOOSE410 ASPHALT 3 /4 "DIA. X 12" LONG DOWEL BAR a 18• ON CENTER fi' EXISTING RIGID BASE• MIN. 12" MIN COMPACTED TRENCH BACKFILL AS DIRECTED BY THE ENGINEER 'HALT CONCRETE OVERLAY SAW CUT SHALL BE VERTICAL MIN. AND IN STRAIGHT LINES AS DIRECTED BY THE ENGINEER CEMENT TRIM CONCRETE No EXISTING CONCRETE VERTICALLY Loop l Access with Bus PAVEMENT Yes DO BARS 6' MIN. ON ALLCFFOUR SIDESEL 12" 1 COMPACTED CRUSHED SURFACING TOP COURSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: -CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL ADOPTED Ci. C1'1'f OF REP.. a: `a ,p arANDARH/04 T rsr oAV Ob /oa DATE I REVISION Icy PRO DWG. NAME: H033 SP PAGE: HO33 W- 331211 cak2 0- 337ar1 FOR APPROVAL BY: BY: r OD CID Do Q) O p3 0 /rte I 1'1 LL(+� W Taq co Z � .. � W N NW M In - ��.,a.,3:IL 0 Is.4 eVs.( .P-4 a' U) o Ir ITII N •�U-1 �a 3 less FD wj N Z X QLL dW I1-L Q W N " 1 0� pLLI ��� o�3� W oaa qp <Z PROJECT NO.: 12007 DRAWN BY: VK ISSUE DATE: 12105/06 SHEET REV.: 07/19/2012 WATER DIETA -8 06085DT04- C25.DWG C25 SHEET 26 OF 29 r1 G m �d> N z> 1 r7 y W N Less than ten (10) yrs old Ten (10) yrs or older Additional Requirements Locol Access without Bus Route No No Loop l Access with Bus Yes Yes Route Intersection (AIL Yes Yes Plus one panel beyond the curb return Streets ) 409. Removal Yes Yes Excellent Condition (based on Asual and /or Yes Yes non - destructive testing) Principal, Minor, Yes, If twenty -four (24) Yes, If twenty -four (24) Collector Arterial and square feet or more of square feet or more of all streets in CBD any panel needs to be any panel needs to be and all bus route patched patched -CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL ADOPTED Ci. C1'1'f OF REP.. a: `a ,p arANDARH/04 T rsr oAV Ob /oa DATE I REVISION Icy PRO DWG. NAME: H033 SP PAGE: HO33 W- 331211 cak2 0- 337ar1 FOR APPROVAL BY: BY: r OD CID Do Q) O p3 0 /rte I 1'1 LL(+� W Taq co Z � .. � W N NW M In - ��.,a.,3:IL 0 Is.4 eVs.( .P-4 a' U) o Ir ITII N •�U-1 �a 3 less FD wj N Z X QLL dW I1-L Q W N " 1 0� pLLI ��� o�3� W oaa qp <Z PROJECT NO.: 12007 DRAWN BY: VK ISSUE DATE: 12105/06 SHEET REV.: 07/19/2012 WATER DIETA -8 06085DT04- C25.DWG C25 SHEET 26 OF 29 r1 G m �d> N z> 1 r7 y W N U n a HI U i; a E x a REVISIONS: N 6 � �& Z 1 N�aa N � � r m `' U °z N YS i a r" n o A r J Q LC W 3 W LL Z O UQ V 11 s 4� o Ld Z O 6 � �& Z 1 N�aa Z=i � r m `' 1 W J y � J > G o: a a a 0 o� rn S ofz 2 W ti 3 i H W PORTION OF THE S . 114, S " 114, 2 W ti SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. TESTING DETAIL a FINAL CONNECTION DETAIL t8 FT 2 H W No..! I ljojlollc�� i ='A' NEW WATER L /NE (� —O�EW WATER LINE VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1 -BLIND FLANGE ON TOP WITH 2 "TAP & 2 PLUG 1 -BLIND FLANGE ON BOTTOM 1- PLUG(MJ) W12 °TAP & 2" BLOW -OFF AFTER ALL CLEANING BY POLYP/G, PRESSURE TESTING TEMP. BLOCK AND DISINFECTION, REMOVE TEMPORARY BLOCK & BLOW -OFF TEE (MJxFL) AND CONNECT TO VALVE WITH D.I. SLEEEVE (MJ) & D.L SPOOLS TAPPING GATE VALVE (FLxMJ) FINAL CONNECTION BY CITY FORCES TEMPORARY PLUG (MJ) WITH 2 -INCH TAP AND 2 -INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY- COATED STEEL. BOLTS AND NUTS SHALL BE COR -TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP. 2 NO SIZE ON SIZE TAPS ON CAST -IRON WATER LINES. TAP SHALL BE AT LEAST. 2" SMALLER DIAMETER THAN THE EXISTING MAIN. J. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE. 4. WET - TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAPS, INC., U.S. FILTER, SUPERIOR TAPPING INC, OR WESTERN UTILITIES SUPPLY CO., INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALLL START LAYING THE NEW LINE AT TEH SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXIS17NG STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECT /ON FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL WET —TAP EXISTING WATER MAIN CONNECTION DETAIL NTB. srA 8+3W,, 210' L, AE BLWErBLM AE CITY OF RENTON DWG. NAME: BRX7 SP PAGE: B115 SEE SECTION REMOVE BLIND FLANGE FOR NOTES: FOR POLYPIGGING: AT RIGHT. INSERTIONIEXTRAC77ON OF 1 -8" BLIND FLANGE WITH CONC. BLOCKING) 1 -8" VERTICAL CROSS (MJxFL) 1 -8" PLUG (MJxMJ) W/ 2" TEMP. BLOW -OFF ASSM'Y. O 1 -8" BLIND FLANGE WITH CONC. BLOCKING) CONCRETE ' '•• BLOCKING ° 1 -1" AIR/ VACUUM ASSEMBLY POLYPIG. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE NEW LINE TO THE — — - EXISTING STUB WITH D.I. SLEEVE AND III D.I. SPOOL. 8" WATERMAIN CONCRETE BLIND FLANGE BLOCKING 8" VERTICAL CROSS 8" PLUG (MJxMJ) CROSS (MJxFL) W/ 2" TEMPORARY BLOW -OFF ASSMT.. PLAN VIEW SECTION BEFORE POLYPIGGING, PRESSURE & PURITY TEST EXISTING LINE ONLY. 1- 12 "x8" TEE (FL) 1 -8" GATE VALVE (FLxMJ) 2 -12" GATE VALVES (FLxMJ) 1 -8° PLUG (MJxMJ) WITH 2" TEMP. BLOW -OFF ASSM'Y. TEMP. CONC. BLOCKING v NEW - FOR POLYPIGGING: 8" GV 1 -8' VERTICAL CROSS (MJxFL) 1 -8" PLUG (MJxMJ) W/ 2" TEMP. BLOW -OFF ASSM'Y. 2 -8" BLIND FLANGES (ONE WITH CONC. BLOCKING) SEE SECTION BELOW, RIGHT. EXISTING 12" DIP NEW 12 "x8" TEE ,;,;7, ' 8" VERTICAL - CROSS (MJxFL) BLIND FLANGE LJ PLAN VIEW BEFORE POLYPIGGING, PRESSURE & PURITY TEST REMOVE BLIND FLANGE FOR INSERTION /EXTRACTION OF POLYPIG. SECTION fTEMP. CONC. BLOCKING 8" PLUG (MJxMJ) W/ 2" TEMPORARY BLOW -OFF ASSM'Y. TESTING DETAIL &10 FT EXISTING WATER LINE NEW WATER LINE �� EXISTING TEE, DEAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING VERT /CAL CROSS (MJxFL) FOR POLYPIGGING---- 1 -BUND FLANGE ON TOP WITH 2"TAP & 27PLUG 1 -BUND FLANGE ON BOTTOM 1- PLUG(MJ) W12 "TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EX /ST. WATER LINE / O F CAFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES CONNECTION TO EXISTING STUB OR DEAD —END LINE NT8 STA. 0f54<FiTLI UN' L, FEDMOPD AVE AE CITY OF RENTON DWG. NAME: 6116 SP PAGE: 8116 FOR POLYPIGGING 1 -8" GATE VALVE (MJxFL 1 -8" BLIND FLANGE WITH CONC. BLOCKING) 1 -8" VERTICAL CROSS (F 1 -8" PLUG (MJxMJ) W/ TEMP. BLOW -OFF ASSA 1 -8" BLIND FLANGE WITIi CONC. BLOCKING) 1 -8" SOLID SLEEVE (MJ) 2 -8" D.I. SPOOLS TO F17 SHACKLE ROD TYPE 2 — DEAD END CONNECTION O2 N.T.& STA 0f54M,1.A" L, fAE61010 AVE AE CITY OF RENTON DWG. NAME. 8116 SP PAGE: 8116 SEE SECTION NOTES. AFTER ALL TESTING, CLEANING BY AT RIGHT. POLYPIG, AND DISINFECTION, REMOVE TEMPORARY BLOCK AND BLOW -OFF AND CONNECT WITH SLEEVE (MJ) AND D.I. SPOOLS.. FINAL CONNECTION BY CITY FORCES REMOVE BLIND FLANGE FOR WSER77ONlEXTRACTION OF POLYPIG. 8" GATE VALVE (MJxFL) �� BLIND FLANGE 8" VERTICAL CROSS CROSS (FLxMJ) PLAN VIEW SECTION AFTER POLYPIGGING, PRESSURE & PURITY TEST SEE SEC77ON BELOW, RIGHT. 1 -8" VERTICAL CROSS (MJxFL) 1 -8" SOLID SLEEVE (MJxMJ) 2 -8" D.I. NIPPLES TO FIT NEW 8" GV SHACKLE rc � EXISTING 12" DIP NEW 12 °x8° TEE NOTE. AFTER POLYPIGGING, PRESSURE AND PURITY TESTS, REMOVE TEMPORARY BLOCKING, BLOW -OFF ASSEMBLIES AND PLUGS SHACKLE ROD BLIND FLANGE 8" VERTICAL CROSS (MJxFL) BLIND FLANGE�� \y /v \ \�� \\�� II W= 331212 6J SECTION TYPE 1 — 'TEE" CONNECTION 1O PLAN VIEW NT8 AFTER POLYPIGGING, SrA 8+&M 2LO L, AE SIJIVSETBLVT7 NE PRESS & PURITY TEST CITY OF RENTON DWG. NAME. BRX7 SP PAGE. 8115 8" SOLID SLEEVE ■ FAAWP 1L_1 T rI'<'Pl��l����1 RECOMMENDED FOR APPROVAL - BY: - BY: (0 00 0) 03 rol r WWl1.l (7 Z �Z� omd o I N NW (j) (L LL.�3a. l U'�o E--� bb p..l bA 0 v w A to °° U C4 3 O Q Io J a. Z X 2 LL Q �WI�N 2 N O�owm co ��3, N W hmw w dt °ao cr IL 00 a PROJECT NO.: 72007 DRAWN BY: VK/ENM ISSUE DATE: 12/05/06 SHEET REV.: 07/19/2012 060MT04- C26.0NG C26 SHEET 27 OF 29 J 6 � �o ° =x 1 N�aa N � � r m `' 1 W N