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133
NO.
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CONSTRUCT NEW MANHOLE
AT EX. 15" R. C,P.STUB
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CONSTRUCT NEW MANHOLE
OVER EX. 15"R.C.P.
RESTORE CULVERT TO FORMER CONDITION
AND.LOCATION AT CONTRACTORS EXPENSE
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NOTE: (SPECIAL PROVISIONS)
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RESTORE FENCE TO FORMER CONDITION
AND LOCATION AT CONTRACTORS EXPENSE
SANITARY
SHOREWOOD,
SEWER
MINNESOTA
PlAN BY
C, F. R.
PflOFI LE BY
C,F. R.
As BUILT
ORR-SCHELEN-MAYERON
a ASSOCIATES, INC.
CONSULTING ENGINEERS
MINNEAPOLIS, MINNESOTA
MiIHe NO.
17 A DATE MAR. ~. 1972
HOR. I": 50 I
SCAlE:- " I
VERT, I : 10
CONTRACT 70-17-2
CHANGE ORDER NO.4
REV. * I - 3/ 16 / 72
M
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~ I ~4.SAN.TEE
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1. Services to existing homes to
be field located. The align-
ment to be determined by home
owner in coopc2rat.ion with MSB
Resident Engineer.
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SOIL TE::;T - 1
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2. Telephone and power poles dis-
turbed shall be relocated at
contractor's expense if N.S.P.
is not available.
El.
988.5 to 986.5 - 3" bituminous
pavement, loamy sand (dry to
slightly moist) and clay loam
(moist)
3. Trees to be saved whenever pos-
sible, Limbs should be trimmed
if they will be in conflict
with any machine operation as
directed by MSB Resident Engi-
neer.
..
~.... ''''So'IL TEST ~'"'f'''
,. .
,-
El. 983.7 to 961.7 - 1" bituminous pavement, sandy loam,
Slightly plastic with trace of fine to medium gravel,
brown, moist (very stiff to hard)
El. 986.5 to 970.0 - sandy loam
slightly plastic with a little;
fine to medium gravel, brown
moist (very stiff to hard)
s
.~ El.
~
El. 970.0 to 965.5 - fine loamy
sand, with seams of non
plastic silt loam, light
brown, slightly moist
(medium dense)
5. Contractor to haul scarified
bituminous to Shorewood dis-
posal site two blocks north
and store excess Class "A"
excavation on barricaded road
surfaces or negotiate for a
vacant lot stockpile site.
961.7 to 932.7 - fine sand to fine loamy sand with a
feW lenses and seams of non plastic silt loam, light
brown, slightly moist to El. 958 ! then dry (medium
dense to very dense)
(
( 90
10)
4. Contractor to provide emergency
access at all times to ad-
jacent residences.
~
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El. 965.5 to 960.5 fine to
medium sand, light brown,
dry (medium dense)
El. 932.7 to 928.7 - fine sandy loam, non plastic, brown,
slightly moist (very dense)
4'q
Water level not encountered when probing boring
i~e~~~tel~ after compl~tion.
8s0
El. 960.5 to 940.5 - fine sand
t.O-, fin~ 1.9~sand., ,i th
jfew lenset of non plastit=
silt and, oa, m, li9,ht, ibr,ow*~-
I d~y (dens to' vary clense~ - --
El. 1940. S to ~35. 5: - fiAa lo~mi-- ~.-.-
. ~ ,m~ t Q. n~lL P-l.as.t.i.e..f. f..i.ne I --
sandy loa~, brown, ligh~ly' .
moist (me4iurn dense to dense)
Water lev~l not enc unte~e
when prob~ng irnrnedi tel
afte~ com.1Q~ion.
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PLA TE 1, PLAN-PROFILE
KEUFFEL & ESSER CO.
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487024 HERCULENE 1> DRAFT'NG F'L'" 26719
MADE IN U. S. A.
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CtECKED BY
E.H. A.
APPROVED BY
B. A. M.
PROJECT NO.
69 TS-I
COMM. NO.
66~D
ATTACH 4"P.V.C,
TO MANHOLE WAlL WITH
1/8" X I" STAINLESS STEEL
BANOS EVERY 5 I -
P. V. C, TO BE EXTENDED
TO SPRING LINE OF PIPE
AND TERMINATED WITH'
450 ELBOW
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TYPICAL
AT
SERVICE CONNECTION
MANHOLES 17A-3 a 17A-4
(3 PLACES)
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990
980
970
960
950
940
REV. * I