COVER
SHEET
CIT
Y O
F S
TU
RG
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N B
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GE
OR
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DEC, 2018
INDEX
SHEET NO.
1 TRAFFIC CONTROL & EROSION CONTROL
2 PLAN & PROFILE- 8+50 TO 12+00
3 PLAN & PROFILE- 12+00 TO 14+50
4 SANITARY SEWER & WATER DETAILS
5 CURB, SIDEWALK, DRIVEWAY & TYPICAL SECTION DETAILS
45
987
6
12
N. 18th A
ve.
S.T
.H
. "42-57"
N. 20T
H A
VE
.
N. 18T
H A
VE
.
C.T.H. "TT"
N
.
5
T
H
A
V
E
.
IOWA ST.
E
G
G
H
A
R
B
O
R
R
D
.
GEORGIA ST.
N. 8th A
ve.
J
E
F
F
E
R
S
O
N
S
T
.
N
.
7
T
H
A
V
E
.
N. 14T
H A
VE
.
MICHIGAN ST.
N. 14T
H A
VE
.
FLORIDA ST.
N. 3R
D A
VE
.
C.T
.H
. "C
" - D
ULU
TH
A
VE
.
S. M
AD
IS
ON
A
VE
.
N
.
J
O
L
I
E
T
A
V
E
.
W. MAPLE ST.
S. H
UD
SO
N A
VE
.
G
R
E
E
N
B
A
Y
R
D
.
S. N
EE
NA
H A
VE
.
S
.
1
S
T
A
V
E
.
N
.
1
S
T
A
V
E
.
O
R
E
G
O
N
S
T
.
M
I
C
H
I
G
A
N
S
T
.
S
T
U
R
G
E
O
N
B
A
Y
M
E
M
O
R
I
A
L
D
R
.
UTAH ST.
S. 15T
H A
VE
.
S
T
A
T
E
H
W
Y
.
"
4
2
-
5
7
"
20T
H P
L.
S.T.H. "42-57"
W. MAPLE ST.
C.T
.H
. "S
"
S
.
O
X
F
O
R
D
A
V
E
.
S. LA
NS
IN
G A
VE
.
W. WALNUT DR.
N. 14T
H A
VE
.
ALABAMA ST.
DELAWARE ST.
N
0 2000
SCALE
FEET
LOCATION MAP
SITE
R25E
R26E
T28N
T27N
N. 8T
H A
VE
.
GEORGIA ST.
CITY LIMITS
CITY LIMITS
CITY OF STURGEON BAY
GEORGIA ST
2019
CITY OF STURGEON BAY
DOOR COUNTY, WI
ABBREVIATIONS:
MH SANITARY MANHOLE
SAN SANITARY SEWER
WAT WATER LINE
WV WATER VALVE
GV GATE VALVE
WS WATER SERVICE
CS CURB STOP
DI DUCTILE IRON
CI CAST IRON
PVC POLYVINYL CHLORIDE
TRA TRANSITE
CONC CONCRETE
CB CATCH BASIN
ST STORM SEWER
STMH STORM MANHOLE
INL STORM INLET
UP UTILITY POLE
T TELEPHONE LINE
GAS GAS LINE
GAS VLV GAS VALVE
REM REMOVE
SW SIDEWALK
C-L CENTERLINE
F-L FLOW LINE
ABAND ABANDON
C.T.H. "C"
N. 4T
H A
VE
.
N. 5T
H A
VE
.
N. 7T
H A
VE
.
SHEET
1
CIT
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DEC, 2018
TR
AF
FIC
C
ON
TR
OL
&
E
RO
SIO
N C
ON
TR
OL
0 100 200
SCALE
FEET
N
TRAFFIC CONTROL
LEGEND
TYPE "III" BARRICADE
WORK AREA
(TYPE "A" LOW INTENISTY
FLASHING WARNING LIGHT(S)
REQUIRED FOR NIGHTTIME USE)
SIGN
Georgia St.
N. 5th P
l.
N. 6th A
ve.
N. 7th A
ve.
E
g
g
H
a
r
b
o
r
R
d
.
Erie St.
N. 8
th
A
ve
.
J
e
f
f
e
r
s
o
n
S
t
.
N
. 3
rd
A
v
e
.
N
. 4th A
ve.
N. 5th A
ve.
G
eorgia
St.
Florida S
t.
Huron St.
Garland
Park
N. 6th P
l.
& EROSION CONTROL
Georgia St.
Florida St.
N. 7th A
ve.
N
. 8
th
A
v
e
.
ROAD
CLOSED
TO THRU
TRAFFIC
ROAD
CONSTRUCTION
AHEAD
ROAD
CONSTRUCTION
AHEAD
ROAD
CLOSED
AHEAD
INLET PROTECTION
ROAD
CLOSED
TO THRU
TRAFFIC
EX
IST
ING
C/L
C/L N
5T
H A
VE
SH
EE
T 2
SH
EE
T 3
SH
EE
T 3
SH
EE
T 4
SAN MH
RIM=619.27
INV W=611.82
INV N=611.87
D=7.45'
SAN MH
RIM=613.85
INV S=607.95
INV N=608.05
INV E=608.08
INV W=608.45
D=5.90'
8" SAN
262' - 8
" C-9
00 SA
N @
1.2
8%
MH 1
RIM=619.42
INV W=611.82
INV N=611.87
D=7.60'
PR
O
PO
SE
D C
/L
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
11+40.98
8+54.37
585
590
595
600
605
615
620
625
630
590
595
605
610
625
630
635
30'±
CONNECT TO
EXIS 8" SAN
INV=608.5±
FIELD VERIFY
1.08%
2.3
0%
2.7
8%
1.4
9%
1.38%
ELE
V =
613.26
ST
A =
8+
54.37
ELE
V =
614.02
ST
A =
10+
00.00
ELE
V =
616.02
ST
A =
11+
00.00
ELE
V =
618.80
ST
A =
11+
40.98
ELE
V =
619.41
8" W
AT
8" WAT
8" SA
N
CONNECT TO
EXIS 8" WAT
5' M
IN B
UR
Y -
IN
SU
LA
TE
600
615
620
PR
OP
513'-8"
DIW
M
GEORGIA ST
N 5T
H A
VE
ST
S
S
CHAIN LINK FENCE
GR
AV
B
L
K
T
P
CONC
CO
NC
CONC
BLK
TP
UP
GUY WIRES
GU
Y W
IR
ES
CONC
CONC
CONC
CONC
UP
CS
CS
CS
UP
CS
WV
WV
FH
BLOCK WALL
WALL
BLOCK
WALL
BLOCK
6"x6" WOOD W
ALL
CO
NC
CONC
STEPS
CO
NC
BLKTP
CONC
CONC
UP
GU
Y W
IR
ES
CS
PAVER
BLOCKS
BENCH MARK
Mag Nail = 613.97
BENCH MARK
Mag Nail = 619.46
#618 N 5TH AVE
FIRST BAPTIST CHURCH
#516 N 5TH AVE
FAULDS
#605 N 5TH AVE
HATTON
#515 N 5TH AVE
KIRKEGAARD
#520 HURON ST
THOMPSON
#525 HANSEN
#528 HURON ST
BRADLEY
#535 B
RU
NE
TT
E
PAVER
PAVER
LS
ST
O
NE
LA
ND
SC
AP
INGS
TO
NE
W
ALLS
LS
D
R
AIN
LIN
E
WV
8+
00
9+00
10+00
11+00
12+
00
PI: 8+
54.37
PI: 11+
40.98
8+
50
9+50
10+50
11+
50
12+
50
STMH
RIM=611.28
INV W=607.78
INV E=607.78
D=3.50'
PROP 8" C-9
00 SAN
PR
OP
8" C
-900 S
AN
CONNECT TO
EXIS 8" SAN
CONNECT TO
EXIS 8" WAT
PROP 8" DIW
M
MH 1
8" GV
PR
OP
8" D
IW
M
2
0
'R
35'
BO
C
B
O
C
35'
BO
C
6
0
'
R
B
O
C
35'
BOC
4'
4'
4'
6"
8" SAN
GE
OR
GIA
S
T
CONC
6"
CONC
6"
6"
6"
6"
6"
6"
8" WAT
(WATER SERVICE FROM N 5TH AVE)
(WATER SERVICE FROM N 5TH AVE)
(WATER SERVICE FROM N 5TH AVE)
8" W
AT
8" WAT
8" SAN
8" S
AN
4"
EXIS FH
TEMPORARY
WATER SOURCE
4"
(WATER SERVICE FROM HURON ST)
(WATER SERVICE FROM HURON ST)
REMOVE STUMP
(TREE REM BY OTHERS)
SHEET
2
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P
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DEC, 2018
N
NOTE:
THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE
WITH AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE
OWNERS OF THE RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED 72
HRS. PRIOR TO EXCAVATION.
NOTES:
1. WATER LATERALS SHALL BE 1" COPPER, AND SANITARY LATERALS SHALL BE 6" PVC SCH 40.
ALL WATER AND SEWER LATERALS SHALL BE INSULATED WITH 24" WIDE, 2" POLYSTYRENE.
2. NO GAPS OR SEQUENCING NEEDED DURING CURB INSTALLATION. ALL CURBING CAN BE
INSTALLED AT THE SAME TIME.
GEORGIA ST
PLAN & PROFILE
0 20 40
SCALE
FEET
05
FE
ET
CONTRACTOR NOTE:
IN 2018 GAS MAIN & LATERALS WERE
REPLACED AFTER SURVEY COMPLETED.
GAS MAIN EXISTS UNDER NORTH / WEST
SIDEWALK THAT IS NOT BEING REPLACED.
VERIFY LOCATION OF LATERALS CROSSING
STREET PRIOR TO START.
EX
IST
ING
C/L
EX
IST
ING
C/L
SH
EE
T 3
SH
EE
T 4
SAN MH
RIM=621.88
INV S=615.03
INV E=615.08
D=6.85'
SAN MH
RIM=619.27
INV W=611.82
INV N=611.87
D=7.45'
8"
SA
N
8" SAN
MH 1
RIM=619.42
INV W=611.82
INV N=611.87
D=7.60'
221' - 8
" C
-900 S
AN
@ 1
.43%
25' -
8"
C-9
00
PR
O
PO
SE
D C
/L
12+50 13+00 13+50 14+00 14+50
13+64.91
605
610
625
630
635
CONNECT TO
EXIS 8" WAT
CONNECT TO
EXIS 8" SAN
INV=615.60±
FIELD VERIFY
1.08%
1.41%
1.49%
1.30%
ST
A =
11+
00.00
ELE
V =
618.80
ST
A =
11+
40.98
ELE
V =
619.41
ST
A =
12+
50.00
ELE
V =
620.59
ST
A =
13+
64.91
ELE
V =
622.08
ST
A =
14+
50.00
ELE
V =
623.28
8" W
AT
8" W
AT
5' M
IN B
UR
Y -
IN
SU
LA
TE
600
615
620
SA
N @
2.0
7%
MH 2
RIM=622.05
INV S=615.03
INV E=615.08
D=7.02'
PR
OP
513'-8"
DIW
M
GE
OR
GIA
S
T
S
S
CH
AIN
LIN
K F
EN
CE
GR
AV
B
L
K
T
P
CO
NC
CONC
CO
NC
BLKTP
UP
GU
Y W
IR
ES
GUY WIRES
CO
NC
CO
NC
CS
CS
BL
KT
P
CO
NC
CO
NC
UP
GU
Y W
IRE
S
CS
PA
VE
R
BL
OC
KS
CS
CS
WV
WV
CH
AIN
LIN
K F
EN
CE
CHAIN LINK FENCE
CO
NC
CO
NC
BLK
TP
CO
NC
UP
G
U
Y
W
I
R
E
CO
NC
BL
KT
P
CS
CS
FH
CO
NC
GR
AV
CO
NC
CO
NC
BLK
TP
CONC
BE
NC
H M
AR
K
Mag N
ail =
619.46
BENCH MARK
Mag Nail = 621.87
#520 H
UR
ON
S
T
TH
OM
PS
ON
#525 H
AN
SE
N
#528 H
UR
ON
S
T
BR
AD
LE
Y
#535 BRUNETTE
#
5
4
5
K
O
L
L
E
R
#552 ANDERSON
#556 WORLD'S DOOR, LLC
#604 W
OO
D
#610 LE
YE
ND
EC
KE
R
WOOD PLANTER
WOOD PLANTER
PA
VE
R
PA
VE
R
11+
00
12+00
13+00
14+
00
PI: 11+40.98
PI: 13+
64.91
10+
50
11+50
12+50
13+50
14+
50
PR
OP
8" C
-900 S
AN
PROP 8" C-900 SAN
MH
1
PROP 8" DIW
M
8" GV
2
0
'R
B
O
C
35'
BOC
2
0
'
R
6
0
'
R
B
O
C
6
0
'
R
B
O
C
B
O
C
35'
BO
C
4'
RE
M
4'
32.8'±
4'
GEORGIA ST
6"
6"
6"
6"
6"
6"
6"
EXIS FH
TEMPORARY
WATER SOURCE
8" S
AN
8" WAT
8" W
AT
8" SAN
8" WAT
8" W
AT
8" S
AN
8" SAN
CONNECT TO
EXIS 8" SAN
CONNECT TO
EXIS 8" WAT
6"
6"
6"
TR
EE
C-900 S
AN
PR
OP
8"
MH
2
(W
AT
ER
S
ER
VIC
E F
RO
M H
UR
ON
S
T)
UP
(W
AT
ER
S
ER
VIC
E F
RO
M H
UR
ON
S
T)
(T
RE
E R
EM
B
Y O
TH
ER
S)
REMOVE STUMP
(TREE REM BY O
THERS)
SHEET
3
CIT
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PL
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&
P
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FIL
E
DEC, 2018
N
NOTE:
THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE
WITH AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE
OWNERS OF THE RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED 72
HRS. PRIOR TO EXCAVATION.
NOTES:
1. WATER LATERALS SHALL BE 1" COPPER, AND SANITARY LATERALS SHALL BE 6" PVC SDR 35.
ALL WATER AND SEWER LATERALS SHALL BE INSULATED WITH 24" WIDE, 2" POLYSYRENE.
2. NO GAPS OR SEQUENCING NEEDED DURING CURB INSTALLATION. ALL CURBING CAN BE
INSTALLED AT THE SAME TIME.
GEORGIA ST
PLAN & PROFILE
0 20 40
SCALE
FEET
05
FE
ET
CONTRACTOR NOTE:
IN 2018 GAS MAIN & LATERALS WERE
REPLACED AFTER SURVEY COMPLETED.
GAS MAIN EXISTS UNDER NORTH / WEST
SIDEWALK THAT IS NOT BEING REPLACED.
VERIFY LOCATION OF LATERALS CROSSING
STREET PRIOR TO START.
SHEET
4
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EW
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&
W
AT
ER
D
ET
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S
DEC, 2018
4' DIA.
STANDARD PRECAST SANITARY MANHOLE
5"5"
MAIN
2
"
S
L
O
P
E
ROUND ALL BOTTOMS SLOPE
INVERT OF INCOMING LINES
TO MEET INVERT OF MAIN
BOTTOM SLAB CAST
INTEGRALLY W/BOTTOM
SECTION BY MANUFACTURER
2
" M
IN
.
S
L
O
P
E
6"
RUBBER GASKET JOINTS
OR KENT SEAL
ECCENTRIC CONE
PRECAST M.H. SECTIONS
6"
INDUSTRIES PS1-PF, ASTM C478
M.H. STEPS 16" O/C M.A.
24"
22"
6" MIN.
NO SCALE
FLEXIBLE RUBBER BOOT
PIPE TO MANHOLE CONNECTION
6' T
YP
.
TYPE K COPPER SERVICE
1/8" PER FT. MIN. SLOPE
CURB STOP
SERVICE BOX
6" PVC SCH 40
WATERPROOF FERNCO COUPLER
24" WIDE - 2" POLYSTYRENE FOAM
BOARD INSULATION REQUIRED
FOR ALL WATER SERVICES AND
ALL SEWER SERVICES
INSTALL FABRICATED WYE FITTINGS FOR
LATERAL CONNECTIONS TO NEW SANITARY MAIN.
USE RUBBER SADDLE WYE FOR CONNECTIONS TO
EXISTING MAINS ONLY
LINE
R/W
TYPICAL WATER SERVICE
RECONNECTION WILL BE AT THE
CURB STOP, PAC JOINT
COUPLER/ADAPTOR WITH QUICK
NUTS IF NECESSARY TO
RECONNECT
DUCTILE IRON WATERMAIN
12" PREFERRED
EXISTING LATERAL
TYPICAL NEW SANITARY & WATER SERVICE CONNECTION
NO SCALE
1" OR MATCH SIZE OF EXISTING LATERAL
ROAD BASE
6" MIN.
6" MIN.
COVER
SUITABLE
COMPACTED
FILL
PAVEMENT
PIPE
TRENCH DETAIL
MATERIAL
BEDDING MATERIAL
NO SCALE
R-1500 WITH SELF SEALING, NON-ROCKING LID
LID & FRAME NEENAH FOUNDRY
W/CONCEALED PICK HOLES
6" MINIMUM THICKNESS
CHIMNEY SEAL
3" MIN. 12" MAX. ADJUSTING RINGS
LADTECH HDPE, OR APPROVED EQUAL
INSTALLED PER MANUFACTURERS RECOMMENDATIONS
NOTES:
1. 24" WIDE - 2" POLYSTYRENE FOAM BOARD INSULATION REQUIRED IF LESS
THAN 5 FEET OF COVER OVER SANITARY SEWER MAIN, OR LESS THAN 6.5
FEET OF COVER OVER WATER MAIN.
2. IF SHARED LATERALS EXIST, SEPARATE BY INSTALLING NEW LATERALS
RESULTING IN ONE SEWER LATERAL AND ONE WATER LATERAL FOR EACH
PROPERTY. IF SHARED LATERALS CANNOT BE SEPARATED, INSTALL A
LATERAL STUB TO THE CENTER OF THE TREE LAWN FOR FUTURE USE.
1" TYPE K
1/8" PER FT MIN SLOPE
6" PVC SCH 40
GASKETED REPAIR COUPLER
24" WIDE - 2" POLYSTYRENE FOAM
BOARD INSULATION REQUIRED
FOR ALL WATER SERVICES AND
ALL SEWER SERVICES
INSTALL FABRICATED WYE FITTINGS FOR
LATERAL CONNECTIONS TO NEW SANITARY MAIN.
USE RUBBER SADDLE WYE FOR CONNECTIONS TO
EXISTING MAINS ONLY
SPLICED WATER SERVICE
PAC JOINT COUPLER/ADAPTOR WITH
QUICK NUTS
DUCTILE IRON WATERMAIN
EXISTING LATERAL RECENTLY REPLACED
AS APPROVED BY S.B. UTILITIES
TYPICAL SPLICED SANITARY & WATER SERVICE CONNECTION
NO SCALE
COPPER SERVICE
5' EITHER SIDE
5' SHORT SIDE
10' LONG SIDE
SHEET
5
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RB
, S
ID
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RIV
EW
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&
T
YP
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AL
S
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N D
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S
DEC, 2018
DRIVEWAY DETAILS
5' T
YP
.
SIDEWALK
DRIVEWAY FLANGE
2'
2'
TREE LAWN
NO SCALE
18" TAPER
18"
6" CONCRETE PAVEMENT
3" ASPHALT SURFACE COURSE
6" BASE
(1
1
4
" DENSE GRADED BASE)
1
2
H
:
1
V
M
A
X
.
D
R
I
V
E
A
P
R
.
CURB DETAIL
NO SCALE
6"
6"
6" M
IN
2
"
R
3
"
R
CONCRETE
6% S
LOPE
AT
D
RIV
E
OP
EN
IN
G
12
"
7"
30"
12"
1
1
4
" DENSE GRADED BASE
UNCLASSIFIED EXCAVATION DETAIL
NO SCALE
PROP CONCRETE CURB
TO
P O
F E
XIS
AS
PH
ALT
PA
VM
'T
PROPOSED SUB GRADE
PROP ASPHALT P
AVM'T
12
"
3
1
2
"
LIMITS OF
UNCLASSIFIED
EXCAVATION
TREE LAWNSIDEWALK
4" MIN TYPICAL
4" T
YP
IC
AL
6" A
T D
RIV
EW
AY
S
WIDTH VARIES5' TYPICAL
SEE CURB DETAIL
3/8"/FT. SLOPE
SIDEWALK DETAIL
1/4"/FT. SLOPE
CONCRETE
3
4
" OR 1
1
4
" DENSE
CONCRETE
GRADED BASE
12"
1
1
4
" DENSE GRADED BASE
6"
6"
6" MIN-DRIVEWAYS
8%
TY
PIC
AL
DR
IVE
W
AY
AP
RO
N
9"±
ROAD SUBGRADE
6" BASE
(1
1
4
" DENSE GRADED BASE)
12"
EXIS CONCRETE CURB
2%
C/L
R/W R/W
1
1
2
" ASPHALT SURFACE COURSE
SIDEWALK
35'
15'
2" ASPHALT BINDER COURSE
5'
SIDEWALK
VARIES15'5'
VARIES
2.5'
PROPOSED GRADE
0.0
0
-0
.3
0
F/L
-0
.4
2
-0
.7
5
F/L
-0
.8
7
10+00 TO 10+50
NO SCALE
TYPICAL SECTION
PROPOSED
SEE
CURB
DETAIL
2.5'
TREE
LAWN
TERRACE
TREE
LAWN
TERRACE
5%
& 14+50
SEE
CURB
DETAIL
12" MINIMUM 1
1
4
" DENSE GRADED BASE.
SUBGRADE SHALL BE COMPACTED TO 95%
STANDARD PROCTOR DENSITY PRIOR TO
PLACEMENT OF AGGREGATE. WHEN DIRECTED
BY ENGINEER, UNSTABLE SUBGRADE SOILS
SHALL BE REMOVED AND REPLACED W/ CRUSHED
AGGREGATE OR BREAKER RUN.