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INSTALL:
1-10 x6 TEE FL x MJ
1-6" G.V. (FL X MJ)
1-10" CAP (MJ)
7-L.F. 6" D.I.
1-FIRE HYDRANT ASSEMBLY
CONCRETE BLOCKING
PER CITY STD.
1 - 10"x10' VERTICAL CROSS
MJxFL) FOR POLYDIGGING
SEE CITY STD DETAIL)
MATCH4YJE SHEET 4
SECTION 97 TOWNSHIP 23 NORTH, RANGE 5 EAST 7 h ' � � �
SSMH 3��r���
RIM = 4 39 432.05
I.E. _�7i4- 427.60(OUT)
EX CHAIN LINK
FENCE
43 L.F. 6"
PVC SIDE
CONTRACTOR SHALL REPAIR/REPLACE ALL EXISTING PRIVATE
WATER SERVICE LINES WITHIN QUEEN AVE NE AND SHALL MAINTAIN
WATER SERVICE TO RESIDENTS AT ALL TIMES.
I 43 L.F. 6" 43 L.F. 6" PVC SIDE
PVC SIDE SEWER 0 2% MIN
o SEWER 0 2% MIN O
55'
L EX E.P. 04
SS CO
RIM = 433.0t
I.E. = 427.30
QUEEN AVE N.E.
C/L ROW
-------------
'-- 219 L.F. 10" D.I.
75' S 00' 16'09" E 210.00' -
(2) NEW 1" \_ SS CO
WATER METER RIM = 434.0t
I.E. = 427.12
LOT 2
0 A
I I
I
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I I I
I I �
I U m
7.5' SAN SEWER"07 I
AND UTILITY EASEMENT I I 0) N
I
5'--I I cn
I i
NEW SS MH #2
325.91 I MH TYPE 1 - 48"
32& L.F. 8" PVC 43 L.F. 6" I RIM = 34 (FIELD VERIFY))434.31
SAN SEWER 0 0.5% PVC SIDE I I I.E. _ 426.62- OUT) 425.66(OUT)
SEWER 0 2% MIN wo I I.E. _ 2- (IN) 425.56(1N) GRAPHIC SCALE
o I I INTERSECTS N.E. 12TH ST zo o 10 zo 40
+ I I AND QUEEN AVE N.E.
STA 10+00
14 Ex P.P.P. W/i� 23 L.F.I
— — — — - ---- I ( IN FEET )
10" D!
- m FP rINSTALL. 1 inch = 20 ft.
,----SAWCUT. LINE
SS CO
RIM = 434.5f
I.E. = 426.71
I „
WAR METER LOT 1
EX WATER METERS -
TO REMAIN
EX TEL
J-BOX
1-8"x10" TEE (FLxFL)
2-8" G.V. (FLxMJ)
1-10" G.V. (FLxMJ)
2-8" TRANSITION COUPLINGS (CI TO DI)
CONCRETE BLOCKING
EX WATER
VALVE
I INSTALL:
II i 1-10"x6" TEE (MJxF
1-6" G.V. (FLxMJ)
1-FIRE ASSEMBLY
II PER CITY STD
I
�EX 8" CAST IRON WATER P
i
i
I
I I
..........................................................................................
.................... .........................................................................
.................................................................... ........................ ....... .. ........ ......... .......... ......... ........... .............:.......................................................................................
.......... ..........
........ .......... ......... ......... .........
. . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . .
N . .
. . . . . .
440
— .... ........... ....:........
.......... .:.................. .:.... ................:...... ... ........ ..:................. .:..............
.......... ............... ................ . ...................... ........ ...... ...................... ...................... ..................... .... ..... .. ...................
. . . . . . . . . . . . . . . . ... .
.... . .......... .. ......... ... .. ....... _ . ......
.... —... -440 ..................... .. .
........ ....
EX GR.ADE..CEN...TERLINE OF ROAD
--`
435
— _
_.... _: _ .
...............:........................:...
--------------
— — — — — ... ...
--- —...435
.. .... ........ ......
CAP: WITH .........:..
BLOWOFF AS
-- ---
360MIN COVER ......:......... ......... ......... .........
... ..... .........
" "
�Ox10..VERT. :::
....... .........
... ...... :10". WATER: ...... ........ .........
........ � .,
430
- .. .. ... :...
CROSS (MJxF1_)
..................:........................:.................
..... .:. :...............................................................................................:......
......... .....-...... ...................... ................. .......
...................... .. ............. ....... .......... ... .... .. ....... ..............
430
............ ........
..........TER
..... ........
EX 8" WA MAIN
325.91
..... ........ ........ .....
- ....
.... ......... ......... ........ ...... F8„ .........
.....
.... ........ ........
..... ......... .......
425
........................ ............ ...........
.. ... .. ......... ... .....
.......... ... ...... ...... ......... .... ........ ....... ..... .. _ .... ......... ..................... .................
..
...................... ... -- - - -425
. . .
NEW .SS. MH .#3. .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. .
STA.:13+57 :12' RT . :........ :.......
: . . .. . .... . . . . . . . . .
......
....
TYPE.1:-.54„.
RCM. _: 432:5f (MATCH :EX : GRADE): 432.:05:..
:......... ................ :... ..... :....... ..:......... :.........'.........
... .. ........ ........ ........ ....... ....... ......... .........
.................. ' ......... .........:......... ' ......... ............ . . . . .. . .
.... ..
NEW SS 2 ......... ........
. . . . . . #
I.E. _ #�6477.60
. . . ...... . . . :: ::. ::
........ .
:: : FAH :TYPE 1 = 48"
......................
............................................................................. .................. ............... .....
_ "-� I'� (FIELD
RIM VERIFY) 434.31
....
.............. :......... ......... ......... .........
......:.........:
......... ......... ......... :......... ......... ....... .........
.......:.........:.........:.........:.........:.........:.........:.........
......... I.E.LE. � oUT 425.66 OUT)
........;
_.............
...................:..
._ ............: _....:......... ..... ........:................. ........ .._.................................:........................:.....................
......... : .........
....................... :.......... ........ ..:.................. .. ........:......................:........................:... _ .. .........
...... ... ......:........................ :.......... .............. :............ ................................... ......:.......
. .....
...... —
LE. 3 4N) 4?5.56(NV.
-..... .. _..... _ ..... _. _ ...... .
__ _ _ ......
503U30%
so
RECOMMENDED FOR APPROVAL
BY: Date:
By: Date:
By: _ Date:
By: Date:
CITY OF REIVTON
L?EPART'MENT" OF PUBL 1<—_ WC>RKS
A
S BUILT Oueen Ave N Water and
E
Sewer Extension Plan
ifs,/�"NA��G��'" DESIGNED _ DATE 1 /1 0/06 FILE NO.
DRAWN
EXPIRES 6 11 CHECKED SCALE 1" = 20' FIELD BOOK PA
APPROVED
DIRECTOR OF PUBLIC WORKS - SHEET OF
7 3
07
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