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STA. 5 +65.78, 18.00' LT.
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RIM = 246.20
.0 W
D.I. I W
II
I I
I I
1 - 8" G.V. (FLxMJ)
IE = 238.40(E)
U
II
'V E
W
SSMH
S� H
RIM = 244.58
mE
11
RIM = 252.60
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STA. 5 +77.78, 6.00' LT.11
1 - 8" 45' BEND (MJ)II
STA. 5 +65.78, 18.00' LT.
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RIM = 246.20
.0 W
D.I. I W
II
I I
I I
1 - 8" G.V. (FLxMJ)
IE = 238.40(E)
w
II
'V E
IE = 238.30(W)
SSMH
S� H
RIM = 244.58
mE
11
RIM = 252.60
IE = 238.13(E -S -N)
Al 1 1
•c mm
IF = 238.03(W)
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17.0 LF 8"�
D.I. W
UP
SSMH GA ZZ�
RIM = 242.61 �"" -� SD
IE = 234.16(E)
IE = 234.06(W)
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STA. 5 +77.78, 6.00' LT.11
1 - 8" 45' BEND (MJ)II
STA. 5 +65.78, 18.00' LT.
SSM11`4
O I I
UP
`i 1 - 8" 45' BEND (MJxFL)
RIM = 246.20
D.I. I W
II
I I
I I
1 - 8" G.V. (FLxMJ)
IE = 238.40(E)
w
II
CN
- BLOCK
IE = 238.30(W)
SSMH
S� H
RIM = 244.58
"1
SD - -- - ° EMOVE EX. 8 TO SOUTH
11
RIM = 252.60
IE = 238.13(E -S -N)
II
IE = 247.05(E)
IF = 238.03(W)
WV FH
II
IE - 246.95(W)
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11
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12" -W
I _ 12„ W
STA. 7 +34.61. 6.00' LT. I I
_
.
1 - 6" G.V. (FLxRJ) I I
> NE. 24TH STREET
18.5 LF 6" D.I. I I
-- -
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R" SS O 8" SS ° It Z g"
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B" - S
U -8 --W
17.0 LF 8"�
D.I. W
UP
SSMH GA ZZ�
RIM = 242.61 �"" -� SD
IE = 234.16(E)
IE = 234.06(W)
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I I
STA. 5 +77.78, 6.00' LT.11
1 - 8" 45' BEND (MJ)II
U,
1 - BLOCK"
O I I
UP
00
I
156.8 LF ,13"
D.I. I W
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STA. 7 +34.61. 6.00' LT. I I
1 - 8" TEE (MJxFL)
.
1 - 6" G.V. (FLxRJ) I I
00
18.5 LF 6" D.I. I I
1 - F.H. ASSY. J
1 - BLOCK
COON NPI PE
Nf1�,CTl
(NO CORE DRILL)
30.6 LF 8" L
\� D.I. W I I
I
STA,\ 7 +65.20, 6.00' LT.
1 - \Ib"x4" TEE (MJxFL) I `
i I 1 ��" G.V. (FLxMJ) I I
1 - BLOCK
8
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! I I I ! 116.1 LF 8"
-, D.I. W
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4
Ilk + - •� t
I i i �Z9.43''�' c� --� f
39.33�N1 !\�
STA. 8 +81.32, 6.00' LT.
45' BEND (FL)
1 - BLOCK -
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WV x 8 -�-- SS V) M
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SS
WV r
4 • :04 , 4 to! }- , 1 a
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I 0 PVLT GAS --�- IP WM + 239.76' W �� ± ` _ITELR
�L %.4 -- 0 UP
00 N 8� 7 16 E
85. iS 6 >.U1 T.T. ..0� T.T ALI
IE= 247.67 V) IE= 247.99
W. M . TO
Id L = 23.19' EX. HOUSE, EX. SS TEST TEE.
i -- - RE -USE FOR LOT
R - 15.00' -RE -USE - -- -
6 0 FOR LOT 8�FIELD VERIFY Z
I
I I ,t (VERIFY CONDITION)
A LE TO DET PMiN I "
IE =2 9.13 �' (TYp) OT 1 � 3/4 MIN.)
�_ . _._- LOT 9 Q
0 +59 T.T. I ° I . w
NEW f" PVC SSS FF = 249 o I _� LOT $ FF = 259 ' co
-, a� FF - 254 I v I I
® 2% MIN. ( W d r4 J
EXTEND COPPER TAIL PIECE u4 I u I REMOVE EX. •..
I o Z "
TO 1 -FOOT PAST P/L (TYP.) 0 6 PVC SSS Q
3/4 _ _J BETWEEN EX.--- -
J W.M. (2) 589'07'16 "W T. T. & EX. I
C.O.
i v i . 85 EX. 6" C.O.
; RE -USE FOR NEW 6" PVC SSS ® '
LOT 7 ` 2% MIN. 14 100
I
�' r 66.11' P6.12 C. 1
o I I
I00 N8y'v i ' i 61
04 3 1 I STAIRS 1TT LOT2 ( _
+ 11 W K PVS, SSS ••
r - % ON.
4 FF = 249 I oI
O rn -
4 I
L 1.
_ LOT 7
• S89'07'16 "W 2,521 SO.r i. HOUSE GM
O
I
103-1 y• -_ - i (18.34 LOT COVERAGE)
I w I
I
N LOT 3
I :7 _ S$CO I 14 6.
+6 I T.T. NEW (G" PVC SSS 3.6 I I DECK (UNCOVERED)
® 2% MIN. FF = 249 (q USTI 0
•03/4 I ADE) SSCO Ll
M' STA. 7+ 34.61, 24.50' LT. I.E. = 248.5
RIM = 256.7
F.H. ASSY.
' ) 'NE W\6 �''�!C SSS � (ADJUST TO GRADE)
®\2��MIN� I.E. = 251.5
N89007'1 6 E 150.09
- _ _ --
W.M. I-
+ .C.o. SSCO
I 23 6 -T 0 O -' RIM - 258.8 to SS UTILITY EASEMENT N 89'01' 16 "E i 04.8 4' Z -
-f--}= `- rq
93.66 0 11.18' �I :�' ADJUST TO GRADE)
I.E. = 253:8
187.6 LF 47 D.I. W. STA. 11 +93.60,
--- -4 5.00' R T.
" FF = 262
... W. M. //4 - 2" PERMANENT
• WM• B. V. ASSY.
1
1 - " CAP (M J) I i
SSCO 1 - B CK LOT 6
RIM = 256.8 I
(ADJUST TO GRADE
I I I SSCO
00 � - I.E. = 251.8
� I I RIM 253.8 �
j I (ADJUST TO GRA�E) \ s�
I I.E. = 248.8 �,5,
I
I
I I LOT 5 �% • \ i
STORM TRACT LOT 4 �, �, FF = 257 i
I - -- - \
i FF = 252
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STA. 8 +90.32, 15.00' LT. N 8910'27" E 254.77'
_ I 1 - 8w 45' BEND (MJ)
1 - 6 G. V. (M J)
1 - BLOCK
.I
V, 1A REMOVE EX. 8" PIPE SECTION TO NORTH
ot
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SEE TESTING DETAIL
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UNDERGROt D K11 LOCAnOW sASUD ON SURFACE FCA7 UU& ACTUAL
L )CATroM MAV VARY.
I OOINMM TRAT TWE L.00ATIIDIMS, M"ATK MF, DEPTHS, AND Ate(=
COhOdEM REFLEC'11NG PAATERIALS AL"MALLY USPD DLliLROG
0UIN3TI UCT10H. ACCT IRATELY REPL&oC TS EKIS7.NG FIELD Cc �NtXI'XIIIIIII!! AS
OE?ER DFA MY DIRFk*T 55I1;,1:0V:SION 0N. 7M
DATE. _
12 " -W
3/4" W.M.(2)
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E X. 8" D. I. W.
/11
NEW 8" D.I.
-� 10' t
8 "x8" VERTICAL CROSS
FOR POLYPIGGING
(SEE DETAIL)
/ S♦
2" TEMP. BLOWOFF ASSEMBLY `Z`
p
8" SS °
LSSMH
RIM = 265.33
UP IE = 248.08(E -S -N)
C` OTFI R IE = 247.98(W)
RECONNECT
W. SVC. TO
EX. HOUSE
ROLL 200 FR39�
EX. 8" D.I. W.
-/1
NEW 8" D.I.
GRAPHIC SCALE
20 0 10 20 40
m =
( IN FEET )
I inch = 20 ft
CUT AND CAP OR
REMOVE EXIST. 8" W
I rll-�
TESTING DETAIL FINAL CONNECTION DETAIL
FINAL CONNECTION
AFTER ALL TESTING, DISINFECTION AND POLYPIGGING, REMOVE
TEMP. BLOWOFF AND CONNECT TO EX. 8" WATER MAIN WITH:
45' BEND (MJ)
8" SLEEVE
8" GATE VALVE
D! SPOOLS TO FIT
WATER MAIN CONNECTION DETAIL
NITS
TEMPORARY 2' GALVANIZED PIPE
AND 2' GATE VALVE
FINISHED GRADE ELEVATION
zO or or or or
INSTALL 2' PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10 -INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12 -INCH DIAMETER AND OVER)
NEW WATER MAIN POLYPIG .44
i EK!:i AL r-POSS r DR '= 'DLYPiGGINr STATION
SIZE Or vERT:CAL CROSS SHALL BE 'ME SAME AS SIZE OF MAIN LINE
VERTICAL CROSS (MJ X rL
ONE BLIND FLANGE ON TOP OF CROSS WITH 2' TAP L 2' TEMPORARY BLOW -OFF ASSEMBL Y
(REMOVE BLOW-OFF ASSEMBLY AND INSTALL 2' PLUG AFTER REMOVAL OF CLEANING 'Pay -PIG''
7NE BLIND FLAWjE ON BOTTOM OF CROSS
ONE PLUG (MJ) ON END OF CROSS
-pNCRE'L BLOCKING
ALL DEBRIS AND "OLYpIGS SMAL: BE REMOVEL, rRO►M SUMP OF VER'ICA; CRMS BEFORE
DISINFECTION OF NEW WATER MAIN
WATER MAIN POLYPIGGING STATION
RECOMMENDED VERTICAL CROSS FOR POLYPIGGING
FO APPROV L ;
BY VIAL Il�dfo�t
VI
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
�✓ Dote i ply
Dote 11. ,
Dote
���, • • DALEY- MORROW- POBLETE, INC.
�
' E L J 3) - 33...1-22 0. 3- �3� -,�..6
L Iona) .AND SLVVYEYM
•. • �� - - -. - _ -__._ __. _J __.
EAPIRE5 9 jAN 2 00
-.,,o W.- „4r. "LEcc wwr 0
SCANNED APR Z Z
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