HomeMy WebLinkAboutWTR2703142.11N EX. 6" G.V SOUTH 15TH STREET STA. 21+40, RT. 13.5'
d. TO BE REMOVED 8"x6" TEE (MJxFL) O
�- W/ FINAL CONNECTION 40" COVER NEW 6 DI LENGTH TO FIT 6" GV (FLxMJ) O
CY) SOUTH 15TH STREET TOP OF PIPE EX. 6" GV CONCRETE BLOCK
z INSERT 8" POLY PIG
NSTA. TS REMAINS IN SERVICE 21 +40, RT. 23' m PRIOR TO INSTALLATION (n
s"ciw »Iw ® s"ciw
FIRE HYDRANT ASSEMBLY D OF 8" PLUG (MJ) STA. 21 +30, RT. 25'
CB 00
RIM 176.34 � � � �„ 90' BEND )
IE 174.8 (12"C N) � ' 1 0 STA. 21 +30 RT. 33 (MJxMJ
STA: 0+ 13 LT. 13 '� ,
8" VERT. CROSS (MJxFL) STA: ®0-7, LT. 15 c, WATER CAP ETIE4IN IE 175.1 (10-PVC S) -0 ,
2 8" BLIND FLANGES 8 x8 TEE (FLxFL) �n DEAD -MAN BLOCK 6'O SPOOL PIECE
K
() STA. 20+90, 4"cr w PER DETAIL 6 ROMAC ADAPTER (DI -CI)
ONE W/ 2" TAP & 2" P G � �� _ (3) 8 GV (FLxMJ) RT. 8 8 "
CONCRETE BLOCK (4) J"SHACKLE RODS 8'" CONCRETE D (MJxMJ) --��. S. 1 8TH ST. S ° 1 8TH ST.
(1) 8" PLUG (MJ) W/ 2" TAP (2) 8"x6" REDUCER (PExMJ)
4"Cl W
CK
AND 2 PLUG INSERT 8 POLY PIG FROM VERT. CROSS
2" TEMP. . A PRIOR TO INSTALLATION (2) 6„ DI SPOOL PIECE TO TEE STA. 21 +15, RT. 13.5' \,—STA. 21 +23, RT. 25' '
TEMP. CON
RETE BLOCK OF 8" PLUG (MJ) (2) 6 ROMAC ADAPTER (DI -CI) (f� )
� a x �� 8" 45' BEND (MJxMJ) n » » , � n 17 (4) �" SHACKLE RODS
16 width CONCRETE BLOCK 8 xs TEE (MJxMJ) FROM DEADMAN TO 90'
concrete duct bank 8" PLUG MJ W
STA: 0+28, LT. 10' G - L. ntoe: AND 2" PLUG / 2 TAP BEND
DEADMAN BLOCK 01 C) �'1 notched out top 4"
(4) J" SHACKLE RODS `0 (2) 8" SPOOL PIECE of concrete duct bank W/ 2" TEMP. B.O. ASSEMBLY
FROM DEADMAN TO 0 W/ 8 LONG BODY SLEEVE under 6" g.v. NOTE: CONCRETE BLOCKS
VERT. CROSS
MAINTAIN 6" VERT. STA. 21 +23, RT. 13.5'
SEPARATION WITH
NOTE:
EXISTING UTILITIES 8"x8" TEE (MJxFL)
»
MAINTAIN 6" MIN. VERT. (TYPICAL) GV (FLxMJ)
88 SPOOL PIECE
W/ EX. UTILITIES (TYPICAL) CONCRETE BLOCK TESTING CONNECTION DETAIL 1 FINAL TIE—IN CONNECTION DETAIL 1 TESTING CONNECTION DETAIL 6 FINAL TIE—IN CONNECTION DETAI6 2
INSTALLED 7_20_04 Q00/ INSTALLEDED ON 8-10-04 KO
DEAD -MAN BLOCK 8" 90' BEND (MJxMJ) 00
PER DETAIL CONCRETE BLOCKS (4) SHACKLE RODS (J} 3 CUT & CAP EX.
FROM 8" 90' BEND = 4 » Q z � 4 WATER AFTER
STA. 24+ 12 RT. 27 n
.1 TIE-IN CONNECTION
' rz
STA. 14+43 LT. 44' � TO DEAD -MAN 8 x6 TEE (MJxFL) � m INSERT 8 POLY PIG
8"x8" TEE (FLxFL) (' ) C, > STA. 14+43, LT. 60' 6" GV (FLxMJ) '� STA. 24+22, RT. 40'
(3) 8" GV (FLxMJ)8„x8 TEE MJxMJ --' 8"x8" 90' BEND (MJxMJ) CONCRETE BLOCK — 00 PRIOR TO INSTALLATION
" �_ CONCRETE BLOCK 8 GV (FLxMJ) STA. »13+30, RT. 38 ih CONCRETE BLOCK , U) _ -�TAl. 2 4 1 4 8, R+. 48,
8 x4 TEE(MJxMJ) " �, C 8" GV (MJxMJ) 8 x4 TEE (MJxMJ) STA. 24+29, RT. 27 v OF 8 PLUG (MJ) (f)
CONCRETE BLOCKS 3 8 SPOOL PIECE �� � 8 SPOOL PIECE � 4 90' BEND (MJxMJ)
» CONCRETE BLOCK 8 PLUG (MJ) �L » FIRE HYDRANT ASSMBLY -o STA. 24+29, RT. 52.5 CONCRETE BLOCK
8 TEMP. PLUG CONCRETE BLOCKS CUT & CAP EX. 8 WATER D
o ce 8 , CB AFTER TIE-IN CONNECTION SSMH C C 4" SPOOL PIECE
RIM 163.21 m DEAD —MAN BLOCK < 4" ROMAC ADAPER
=o » STA. 13+38, RT. 42 RIM 143.52 (TYPICAL) IE 155.8 (8"c N & S) PER DETAIL
REM 143.52 i� D 4" 90' BEND (MJxMJ) ( f E 1 140.9 (8»C s) C (4) J" SHACKLE RODS
DEAD —MAN BLOCK CONCRETE BLOCK 8" SPOOL PIECE STA. 24+17, RT. 10' 4" (j) FROM 8"x4" TEE TO
(2)" SHACKLE RODS 'A 4" SPOOL PIECEto 3 FT. T.O P. rn 8" LONG BODY SLEEVE °17
FROM DEADMAN TO .� r, ��� D" "� �`� '� '� 4" ROMAC ADAPTER o ( ) J" 8" GV MJxMJ _ Ci w ° DEAD -MAN
NEW 8 DI U) s"ci w 4 SHACKLE RODS 4"ci w
VERT. CROSS U) (MJxMJ)
i° g"C� • (DI -CI) (TO BE NDONED) FROM 8% 8" TEE TO -7 —
o6 4' 39' DEAD -MAN STA. 24+ 15, RT. 10' S • 1 ! TH ST• ,
39' 6 STA. 14+53 RT. 21' (2) SHACKLE ROD BE ABANDONED r 6 5 6
FROM ROMAC , STA. 24+ 15, RT. 40'
s"CI w DEAD -MAN BLOCK 1o"c 1 » 8"C 8" TEE (MJxFL) .��}_i 4 2T2,� lT.�,ei
Um -I - TO DEAD -MAN ' 8" GV FLxMJ "
(FLxMJ) 8 x4 TEE MJxMJ
1 a"c 1 �� "C - CUT &CAP EX. 4" CI ��`�" :CONCRETE BLOCK " ( ) ��
AFTER TIE-IN CONNECTION 20"GAS (3» BELOW NEW WATER MAIN) 8 PLUG (MJ) W/ 2 TAP & 00 1
(TYPICAL) NOTE: 2" PLUG W/ 2" TEMP. S. 1 7TH ST.
8" VERT. CROSS MJxFL 2"GAS 1" ABOVE NEW WATER MAIN "
) 3: 20»GAS w 54' COVER s MAINTAIN 6 VERT.
B.O. ASSEMBLY
(2) 8" BLIND FLANGE I 4' SEPARATION WITH
„ „ 2"GAS w% 38" COVER 2 SDMH 4 CONCRETE BLOCKS
(1) W/ 2 TAP AND 2 PLUG , RIM 140.42 EXISTING UTILITIES
STA. 14+4 LT. 1 STA. 14+52, LT. 14 IE 130.6 (12"C NE) cB 3 (4) SHACKLE RODS
{1) 8" PLUG (MJ) W/ 2" " " 4 RIM 143.58 (TYPICAL) „ » »
TEMP. B.O. ASSEMBLY 8 90' B ND (MJxMJ) 8 x8 TEE (MJxFL) IE 137.2 (6"C E} - FROM 8 TEE TO 8 x4 TEE
CONCR E BLOCK IE 137.0 (6"C E) IE 141.7 (8"c NW)
TEMP. CONCRETE BLOCK / CONCRETE (FLxMJ)
�E 130,5 130.0 (12" c w} (4} "SHACKLE RODS cT^ , 54, + + � TESTING CONNECTION D ETA I 7TIE—IN00 " " FROM 8"x4" TEE TO 8 ROMAC ADAPTER
sDMH INS RT 8" POLY PIG 8 PLUG (MJ) �OL,L�_ DEAD —MAN (DI —CI) 6 I N STA LLE D E D 0 N 8 —10 — 0 4 kllu
RIM 140.42 P' SEE CONNECTION DETAIL\J
IE 130.6 (12"C NE) CB POOR TO INSTALLATION lAl " TCAAD D (l ACCC\IOI V
IE 137.2 (6"C E) j
RIM 143.58 -OF 8" PLUG (MJ) !�
r�,.r.r+..nr-Tr of (lnii S®UTI--� 19TH STREET
- IE 141.7 8»c NW) ,,,�,_•��.� 8x6" TEE MJxMJ
E 137.0 (6»C E} ( 2 8 PLUG (MJ)
'E 130.5 (12"C E7 SOUTH 19TH STREET NOTE: "
IE 130.0 (12»C w MAINTAIN 6" MIN. VERT. CONCRETE BLOCKS
CLEARANCE W/ EX. UTILITIES (2) J" SHACKLE RODS V)
(TYPICAL) ( *FROM TEE TO TEE STA. 31 +70, LT. 20' W
TESTING CONNECTION DETAILS 2 3 4 FINAL TIE—IN CONNECTION DETAILS 2 3 4 INSERT 8" TEE (FLxFL) �'
LI• J 8 POLY PG (3) 8" GV (FLxMJ) Q SSMH
4 4 4 I N STA LLE D E D 8— 3 -- 0 4 4 4 > PRIOR TO INSTALLATION SSMH RIM 1 1 7.93
Q OF 8" PLUG RIM 117,93 CONCRETE BLOCK _
STA. 18+38, RT. t+" 10 IE 10W, I, 109.5
S)
8"x6" TEE (MJxFL) (8»c w,E & s} (4)" SHACKLE
= STA. 31 +34, LT. 9' RODS FROM r S. 15TH ST
3142 8
6" G.V. (FLxMJ) ! (4) SHACKLE RODS DEAD —MAN BLOCK O 90' BEND TO
PER DETAIL S. 1 5TH ST i DEAD —MAN
W STA. 18+38, RT. 25' FROM DEAD -MAN TO O 20'
FIRE HYDRANT ASSEMBLY W 6 4-- 90' BEND
Q '� '� EXIST. UTILITY 7-1
_ NEW 8 DIP = »
m
'� s"c� w ; s ci w
5, cTn �st�n� DT ��' Q fl4- 6"�"C1 W 1'-0" MIN, f E-- "
DEAD -MAN BLOCK 8'°� , (TYPICAL = s Ci w s"Ci w 7 4
3 5 B.,C
�6 W8'c ' PER DETAIL U_i ,8 8"c
S 8' 1 #2 PHONE CABLE " —
3
NOTE: g»C ENCASED IN CONCRETE 6 90' BEND (MJxMJ)
♦� 8" C
:._ :_:.. NO : -
O L� NOTE: �.= `°
\\ '. 42" COVER TO T.O.P. 6" MIN. MAINTAIN 6 MIN. VERT.
CONCRETE BLOCK
8" x 6" TEE (MJxMJ) CLEARANCE W/ EX. UTILITIES '0 6 " 4L SPOOL PIECE
STA: 18+05.46 STA.18+17, RT. 24' (TYPICAL) 6"-W- ROMAC ADAPTER
VERT. BEND
8» PLUG (MJ) 6" .4:' 90' BEND (MJxMJ) '" Di —CI CB
` 6 TEMP. PLUG (MJ) BLOCKING : ( )
STA.18+21 RT\ 14' CONCRETE BLOCKS CONCRETE BLOCK (SEE STD. DETAIL) ' `• \ RIM CB RIM 8"C E)
' 6" -4-' SPOOL PIECE IE 114 g 116.83 E 14.8 (8"C E)
" TEE MJxFL � 2" TAP & 2" PLUG SSMH 22 1 j2` OR 45` VERT. (8"c E)
$ (MJxFL)BEND MJxMJ
CONCRETE BLOCK TEMP. B.O. ASSEMBLY RIM 183.95 6"-*:' ROMAC ADAPTER (DI —CI) AS REQUIRED)
\-- SSMH IE 177,6
8" GY�% (FLxMJ) RIM 183,95 (8"C N, w & E) UTILTY CROSSING DETAIL
IE 177.6 NO SCALE TESTING CONNECTION DETAIL r8N FINAL TIE—IN CONNECTION DETAIL 8
(8"6 N, w & E) S. 19TH STREET
k.8 INSTALLED ON 8-1 1-04 8
S. 19TH STREET _ R" , „=20' „�, � ,�, , i, 5io4
CONNECTION DETAIL 5 FINAL TIE—IN N 5 BY FED INFORMATION
NOTES/MEASUREMENTS °�°" Rom+ CITY OF WATER MAIN REPLACEMENT
TESTING C O N N E C �`°°°°�
5 CONNECTION DETAIL 5 RLM �sm DATUM RENTON TALBOT HILL ,
�� Plonning/Building/Public Works Dept. PHASE 1 W — 31 42
INSTALLED ON 8-10-04 ,�„Om Im
�
W r� ,. Z' �3 r _, NO. REVISION BY DATE APPR OPmAm DETAIL SHEET (AS -BUILT) sum ap
14
SCANNED OCT 0 8 .I&*►Gc
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