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STA. 4+85, LT 18' G
8" 90° BEND (MJ X MJ)
STA. 0-13, RT. 11'
STA.
8" SLEEVE
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18" X 12" WET TAPPING TEE AN BLOCK 50' 8" X 4" REDUCER (MJ X MJ)
12" G.V. (FL X MJ) PER S TANDARD DETAIL
4" SLEEVE
ry STA. 0-3, RT. 11' rr, CONCRETE BLOCK CONCRETE BLOCK STA. 4+85, LT. 23'
LLJ 12" VERT. CROSS (MJ X FL) ' 12 SPOOL PIECE 4 RO—MAC TRANS.
Q (2)12" BLIND FLANGE < 12" LONG BODY SLEEVE (DI. TO DI) COUPLING (D1 TO C1)
12" SPOOL PIECE
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°_° (1) 12" PLUG (MJ) W/ 2" TAP o0 4 EA 3/4" SHACKLE RODS FROM 12" - STA. 10+13, LT 40' (TYP.) — w
X & 2" TEMP. B.O. ASSEMBLY X GV TO 12" VERT. CROSS 12" X 8" TEE (MJ X FL)
w TEMP. CONCRETE BLOCK w
x N
w 8" G.V. (FL X MJ)
12" DIP 12" DIP X
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CONCRETE BLOCKS
± 10' CL STA. 4+85, RT 38'
STA. 10+13, RT. 48 8 90° BEND (MJ X MJ) o
8" SLEEVE
12" X 8" TEE (MJ X FL) ,, >> N
8" G.V. (FL X MJ) 8 X 4 REDUCER
12" PLUG (MJ) (MJ X MJ)
STA. 4+85, LT. 23 4 SLEEVE
STA. 4+85, LT. 28' 4" RO—MAC TRANS. CONCRETE BLOCKS CONCRETE BLOCK
DEADMAN BLOCK
PER STANDARD DETAIL/ COUPLING (D1 TO C1) STA. 10+08, RT. 55' STA. 4+85, RT. 43'
TESTING AND DEADMAN BLOCK 4" RO—MAC TRANS.
STA. 4+80, LT 18 STA. 4+85, LT 18 PER STANDARD DETAIL COUPLING (D1 TO C1)
FINAL CONNECTION 12" X 8" TEE (MJ X FL) — w 8" 90° BEND (MJ X MJ)
DETAI A 8" G.V. (FL X MJ) w w 8" SLEEVE
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SCALE: NTS -'! CONCRETE BLOCKS N x 4" SLEEVE TESTING AND
CONCRETE BLOCK
12" DIP 12" DIP FINAL_ CONNECTION
STA. 4+80, RT 38' �1DP 12" DIP DETAIL
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STA. 13+02, RT. 15'
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STA. 13+02, RT. 15
STA. 11 +38 RT 15' STA. 1 +45 RT 15' STA. 13+6, RT 15' 8" 90° BEND (MJ X MJ)
12" X 8" TEE (MJ X FL) 12" G.V. (MJ X MJ) STA. 12+95 RT. 15' 12" VERT. CROSS (MJ X FL) 8" SPOOL
8" G.V. (FL X MJ) 12 G.V. (MJ X MJ) (2) 12" BLIND FLANG 8" X 4" REDUCER (MJ X MJ)
CONCRETE BLOCK (1) WITH 2" TAP & 2" PLUG 4" SPOOL
(1) 12" PLUG (MJ) W/ 2" TAP 4" RO—MAC TRANS. COUPLING (D1 TO Cl)
& 2" TEMP. B.O. ASSEMBLY SHACKLE FROM DEADMAN TO 90° BEND
TEMP. CONCRETE BLOCK
12 DIP 12 DIP 12 DIP 12 DIP 12 DIP n 18 SEWER 12 DIP C E 18 SEWER
EX. 4" CI EX. 4" CI EX. 4" CI EX. 4" CI _
STA. 11 +45 RT. 25' <" STA. 11 +88, RT. 25' STA. 13+12. RT. 25'
DEADMAN BLOCK 8" 90° BEND (MJ X MJ) �� DEADMAN BLOCK
PER STANDARD DETAIL 8 SPOOL PER STANDARD DETAIL -�
8" X 4" REDUCER (MJ X MJ)
4" SPOOL
4" RO—MAC TRANS. COUPLING (D1 TO C1)
SHACKLE FROM DEADMAN TO 90° BEND (-D
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DESIGNED: CHECKED: DEPARTMENT OF NATURAL RESOURCES T
2200 Sixth Avenue JULY 2001
Suite 601 CVH, MVO EASTSIDE INTERCEPTOR SECTION 1
Y Tetra. Tech/ KCM Inc CAPACITY RESTORATION PROJECT
� Seattle, Washington DRAWN: SCALE: FILE No:
1917 First Avenue 98121-1820 LAC 423420
o RECOMMENDED: NTS CITY OF R E N TO N
Seattle, Washington 98101 � 206-441-91008 FAX DRAWING No:
RECORD SET 06/03 206-443-5300 Fax: 206-443-5372 HERRERA 06 RB CONTRACT NO: King County TESTING AND CONNECTION C 4 0 6
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D DATE ENVIRONMENTAL APPROVED:
CONSULTANTS http://www.herrerainc.com DD C030703C D ETAI LS SHEET No: 50 of
No. REVISION B APP'58
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