1997-11-15_SOUTH_LINK_LAKESIDE_WATERMAIN_EXTENSIONr
SO-'it-T�, Lll --LAKESIDE
WATERMAIN EXTENSION
CITY PROJECT NO.97--03
SHOREWOOD, MINNESOTA
PhLs E
RD. V
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PROJECT LOCATION
CHANHASSEN
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+ - P
REENWOOD e .....:•:�
1990 POP. 616 ?`...`:':'�
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C IE,
1200 0 1200 2400 e w
O =
SCALE IN FEET i9 .9 1
a
m
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i ?'! S Nfay, i1
N shady
iii f :road:;:
Lake Mi nne t
Upper Loke
TEE AO BEN BEND
s, --.I As sPEC�F+Eo
EDGE OF ROMWA�
6"
VALVE BOX —\
8"
AS SPECFFD
10" - 12°
�21
16"
WM WNI 1 1 r MIN.
2- MAX.
CORP.COCK PROVIDE CAP'
2 LAYERS TAR PAPER
PLUG
COURSE GRAVEN. OR
T- r CRUSHED ROCK TO
12" PIGTAIL
MIN. G" ABOVE WASTE
OPENING
BRACNG
WATERMA.1
8 " x 8" X
/ AS REQUIRED
TYPE -x" COPPER OCK
PPE CONCRETE B
PRECAST CONCRETE
BLOCK
TYPICAL WATER SERVICES FOR WATERMA
NO SCALE.
Is Dip.
T [a
150 PSI
V DIAMETER BY Y DEEP PIT
6' WATERVNI :;GT:>?+_ UNDER HYDRANT FILLED WITH
PRECAST CONCRETE GRAVEL FOR ALL INSTALLATIONS,
BASE AS SPECIFIED
TYPICAL HYDRANT INSTALLATION
NO SCALE
TEE AO BEN BEND
PLUG
6"
rr WOOD BLOCING
8"
TO BE B LARGER
10" - 12°
RRAA DMA OF PPE
16"
20.0 "
W.1
CORP.COCK PROVIDE CAP'
SUBGRADE 6 AGGREGATE BASE CLASS 1
m
PLUG
TO BE POURED VANS
UNDISTURBED SOL
12" PIGTAIL
OW-RNC AREA)
NOTE:
WATERMA.1
8 " x 8" X
L THRUST BLOCKING TO BE USED
TYPE -x" COPPER OCK
PPE CONCRETE B
FOR BENDS 22-V2 NO OVER
2. THRUST BLOCKING SHALL ONLY BE USED
TYPICAL WATER SERVICES FOR WATERMA
NO SCALE.
ERRE WORKING PRESSURES ARE LM
T [a
150 PSI
PIPE SIZE
BEARM AREA
6"
4.0 SO. FT.
8"
6.0 "
10" - 12°
12.0 "
16"
20.0 "
THRUST BLOCKING FOR WATER MAIN
NO SCALE
E)OSTING GRADE
ROADWAY
EX. DRIVEWAY PROFILE GRADE
CURB e0x 3
i°
�
CORP.COCK PROVIDE CAP'
SUBGRADE 6 AGGREGATE BASE CLASS 1
m
F�BEW�
:
3
12" PIGTAIL
TYPICAL DRIVEWAY SECTION o
gg
WATERMA.1
8 " x 8" X
NO SCALE : S
TYPE -x" COPPER OCK
PPE CONCRETE B
TYPICAL WATER SERVICES FOR WATERMA
NO SCALE.
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