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CONCRETE DEAD MAN BLOCKING N1TH SHACKLE RODS TO CAP,
BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH,
SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER UNE AND SOIL CHARACTERISTICS.
�� � ' I � CAST IRON CAP OR PLUG WITH 2"
�- IPS TAP SHALL BE A ROCKWELL
482 END CAP COUPLING.
WATER MAIN I I 2` GALVANIZED IRON PIPE
AS REQUIRED.
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2" CLOSE NIPPLE
2" 9C' ELBOW 2" GALVANIZED IRON PIPE, 12 ". LONG.
PLAN
TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED
EOVAL TO RICH VALVE CO. STANDARD (SEE DWG BR46 /PAGE 8090)
8" TOP SECTION, WITH REGULAR BASE INSTALL 2" 90' ELBOW, SCREWED
SECTION LENGTH TO FlT .y-� 2" PLUG, SCREWED
9 yy.
2" GALVANIZED IRON PIPE 12" LONG 2 2" GALVANIZED IRON PIPE
r.� AS REQUIRED.
9 2" GATE VALVE, I
SCREWED �- INSTALL 2" 90' ELBOW, SCREWED
?" GALVANIZED IRON PIPE
AS REQUIRED.
TEMPORARY 2' BLOW -OFF ASSEMBLY A STA. TS +9T
6" MIN.
,/
�6" MIN.
6" MIN. \+
�`
_ + / 6" MIN.
QfVV pFW�SHN 9
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DUAL UNE TRENCH
3' -0' Y -0'
i
1/2 BUND FLANGE AS DAM
D.I.P. TEE CL50
1/2 PLUG AS OAM
ONE LENGTH OF DUCTILE IRON �-
TT
PIPE {CLASS 50) TO SOLID
BEARING WHEN SPAN / /
TEE 2" MIN.
TYPICAL \ �
ONE LENGTH OF DUCTILE IP.ON
IS MORE THAN 4': /
MANHOLE \ \ \ \ \\ 1 ,
�) �.
� 6" MIN.
-�
PIPE (C1A55 50) TO SOLID
BEARING WREN SPAN
IS MORE THAN 4'.
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FLEXIBLE I I
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FLEXIBLE JOINT
JOINT
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BACKFlLL WITH
COMPACTED MATERIAL
X
BACKFlLL
WITH
AS DIRECTED BY
ENGINEER.
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COMPACTED
6" MIN. AS
MATERIAL
DIRECTED BY
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ENGINEER.
D.I.P. G.50 6" MIN.
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SHACKLIE RODS
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CEMENT CONCRETE
CLASS C POURED IN PLACE
CEMENT CONCRETE
'
CLASS C BLOCK
90' BEND
POURED. IN PLACE
(NON U -651)
D.I.P. 90' BEND
CL50(MJ X PE)
`TYPICAL MANHOLE J I
FOUNDATION
DUCTILE IRONDROP
CONSTRUC110N CONCRETE ENCASED
p130P CONNECTION
OUTSIDE
CONNECTION
Dh'OP CONNECTION
N75
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WATER MA /N CONNECTION DETAILS
EXISTING B" STEEL WATER UNE
8 irB" VERTICAL CROSS[MJxF1) CUT- /N:
T -d" BUND FLINGES(ONE W/T'TAP d 2 "PLUG) � D'r6' TEE (MJxfL) W/ CONC. BLOCK
1 -B" PLUO(MJ) W/T'TAP d T" BLOW -OFF 1 -B' G4TE VALVE (FCsMJ)
TEMP. BLOCX - INSERT CLEAN /NO POLY -P1C' T -B' GATE YALVf (MJxMJ)
/ 2- RO -MAC COUPLINGS D/ 70 SR
/ T -B" PLUG (MJ) W/27AP d 1EMP. BLOW -OFF
O,// TEMP. BLOCK
NEW B' WATER UNE
tD
PLAN VIEW
EXISTING B' STEEL WATER UNE
TESTING DETAIL AT ABERDEEN AVE NE
SINLESS STEEL
2AP5
END
NOTES:
1. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAMUNE.
2. STAINLESS STEEL STRAPS SHALL HAVE A MAXIMUM
SPACING OF 18'. STRAPSSHAIL BE ATTACHED
UTILIZING STAINLESS STEEL EXPANSION BOLTS,
MIN. 2 EACH AT CONNECTION POINTS.
INSIDE DROP CONNECTION
TO 54" DIA MANHOLE
NTS
S- ? /b?ll
. EXISTING B' STEEL WATER UNE
AFTER ALL TESTING, CLEAN /NG AND D!S/NFEC710N,
R£MOVf TEMP. BLOCK dBLOW -OFF d CONNECT
WT:N B "x8" INCREASER (PExMJ)
AND B" SOUO SLEEVE d B' D./. SPOOLS
SHACKLE CROSS TO VALVE W/ T -J,�<' ROCS
NEW B' WATER UNE
EXlSIiNG B' STEEL WATER UNE
FINAL CONNECTION DETAIL AT ABERDEEN AVE NE
G p. ZIM,yF
18" O.D. HDPE & 28" O.D. HDPE
QfVV pFW�SHN 9
0
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DUAL UNE TRENCH
3' -0' Y -0'
i
Lt
� 2 78 LUU/
'� IBit�� (j��
SS /ONAI. E�
EX ?IRES q 3 �(�
S- ? /b?ll
. EXISTING B' STEEL WATER UNE
AFTER ALL TESTING, CLEAN /NG AND D!S/NFEC710N,
R£MOVf TEMP. BLOCK dBLOW -OFF d CONNECT
WT:N B "x8" INCREASER (PExMJ)
AND B" SOUO SLEEVE d B' D./. SPOOLS
SHACKLE CROSS TO VALVE W/ T -J,�<' ROCS
NEW B' WATER UNE
EXlSIiNG B' STEEL WATER UNE
FINAL CONNECTION DETAIL AT ABERDEEN AVE NE
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18" 0 D.
� O.D. I
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NOTES:
1. THE TRENCH PLUGS SHALL EXTEND
2 FEET BELOW THE BOTTOM OF THE
5' WIDE DUAL PIPE TRENCH BY 3 FEET
EITHER SIDE OF THE TRENCH BY 1 FOOT
BELOW THE ELEVATION OF THE
SURROUNDING GROUND. TRENCH PLUGS
SHALL BE AMINIMUM OF 3 FEET IN LENGTH.
CONTROL DENSITY FILL TRENCH PLUG
c /�., S -a✓62 /z ?GANNF.n DEC 1 A 1999
5' -0" TRENCH LIMITS FOR
18" O.D. HDPE & 28" O.D. HDPE
t' -o°
DUAL UNE TRENCH
3' -0' Y -0'
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18" 0 D.
� O.D. I
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NOTES:
1. THE TRENCH PLUGS SHALL EXTEND
2 FEET BELOW THE BOTTOM OF THE
5' WIDE DUAL PIPE TRENCH BY 3 FEET
EITHER SIDE OF THE TRENCH BY 1 FOOT
BELOW THE ELEVATION OF THE
SURROUNDING GROUND. TRENCH PLUGS
SHALL BE AMINIMUM OF 3 FEET IN LENGTH.
CONTROL DENSITY FILL TRENCH PLUG
c /�., S -a✓62 /z ?GANNF.n DEC 1 A 1999