WINDSORSEWER_8950
955
960
965
970
975
980
985
990
995
950
955
960
965
970
975
980
985
990
995
984.35984.410+00 986.02986.0989.18989.210+50 989.80989.8989.77989.811+00 989.47989.5989.07989.111+50 988.68988.7987.34987.312+00 987.64987.6988.44988.412+50 988.21988.2985.67985.713+00 982.75982.8981.61981.613+50 982.35982.4983.27983.314+00 983.23983.2982.97983.014+50 982.99983.0982.84982.815+00 982.64982.6982.38982.415+50 982.08982.1981.80981.816+00 981.38981.4980.69980.716+50 980.38980.4980.02980.017+00 979.67979.7979.41979.417+50
I=976.40 6" W
I=976.30 8" E
STA. 10+21.11-0.0'
R=985.64
BLDG. HT. 9.34
SMH A
I=971.76 8" WI=971.66 8" SE
STA. 13+84.37-0.0'
R=983.28
BLDG. HT. 11.62
SMH B
STA: 17+50.00
ELEV: 967.10
363' - 8" SAN @ 1.25%363' 8" PVC@ 1.25%
500' - 8" SAN @ 1.25%500' 8" PVC@ 1.25%
CONNECT TO EX SAN
(FIELD VERIFY)/////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////
LANDSCAPI
N
G
:
CONCRETE
E
D
G
I
N
G
RETAINING
W
A
L
L
:
BOULDERS
RANCH
R
O
A
D
N
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T
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W
E
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T
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C
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R
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A
D
3
3
JOPLIN STREET NORTHWESTOUTLO
T
1332413324BP: 10+00
.00PI:
13+84
.37
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>
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10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+008" SAN
8" SAN
984
978
980
982
982
983
985
E
EC
C
C
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G
G
G
G
G
G
G
G
G
G
G
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G
G
G
G
G
G
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G
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E E
E
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E
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E E
E E
E
E
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E
E
E
E
EGGGGGGGGGG
S
MHSNR=985.41
I=E (DIP 6IN?? TOP OF PIPE)
W (DIP 6in?? Top of Pipe)SUMP 976.96
976.96
I=I=975.06I=I=I=
CO
CO
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C
C
C
C
C
C
C
C
C
C
C
C
C
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C
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>>
>
X X X X X X X X X XXXXXXXXXXXXXXSMH A
SMH B
SHEET
DATELIC. NO.
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPAREDBY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED
PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Bolton & Menk, Inc. 2020, All Rights ReservedcH:\ELKR\R19122405\CAD\C3D\122405_C_ALGN_1.dwg 9/17/2020 10:19:27 AMDESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.
R
7533 SUNWOOD DR NW, SUITE 206
RAMSEY, MINNESOTA 55303
Phone: (763) 433-2851
Email: Ramsey@bolton-menk.com
www.bolton-menk.com
OF
JASON W. COOK, P.E.
47451 09/08/2020
ELK RIVER, MINNESOTA
WINDSOR PARK 3RD. ADDITION - SEWER EXTENSION
JWC
KGA
JWC
R19.122405 16
R
DRILL PIT
SANITAY SEWER PLAN AND PROFILE
8
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.
EXISTING GROUND PROFILE OVER
PROPOSED SANITARY SEWER
8" SANITARY SEWER (DIRECTIONALLY DRILLED)
PROTECT VALVE
PROTECT VALVE
SEDIMENT CONTROL LOG
LEGEND
EXISTING DRAINAGE FLOW
BITUMINOUS PATCH
EROSION CONTROL BLANKET,
SEED & FERTILIZER
AGGREGATE SHOULDER
ALTERNATE 1
REMOVE 25,000 GAL SEPTIC TANK
ALTERNATE 1
REMOVE 25,000 GAL SEPTIC TANK (2 EA)
REMOVE EXISTING MH
ALTERNATE 1:
REMOVE SAND FILTER SECTION, ALL TREATMENT
SYSTEM TANKS (3), PIPING, ACCESSORIES, AND LINER.
REPLACE WITH COMMON BORROW
GRADE AND SHAPE TO DRAIN
HAZARDOUS MATERIAL SHALL BE DISPOSED OF
IN ACCORDANCE WITH MPCA AND CITY REGULATIONS
ALTERNATE 1
REMOVE 445 LF OF CHAIN LINK FENCE
PROPOSED DRAINAGE &
UTILITY EASEMENT
R=985.33
I=976.13 3" WI=976.03 8" E
BLDG. HT 9.30 R=983.62BLDG. HT 10.5I=973.22 8" WI=973.12 8" E
0.77%