construction plans oasis pond iesf projectf68a5205-a996...sand elv. 899.00 899 898 900 901 900 900...
TRANSCRIPT
NEW BRIGHTON
ARDEN HILLS
SAINT
ANTHONY
ROSEVILLE
COLUMBIA HEIGHTS
HILLTOP
HENNEPIN COUNTY
ANOKA COUNTY
RAMSEY COUNTY
PROJECT
LOCATION
FALCON
HEIGHTS
LAUDERDALE
SHOREVIEW
SAINT PAUL
LYDIA AVE WEST
PROJECT
LOCATION
TERRACE DR
LIN
CO
LN
D
RIV
E
CL
EV
EL
AN
D A
VE
N
COUNTY ROAD C2 WEST
SN
EL
LIN
G A
VE
N H
AM
LIN
E A
VE
N
COUNTY ROAD C WEST
FA
IR
VIE
W D
RIV
E N
W COUNTY ROAD D WEST
IN
TE
RS
TA
TE
3
5 W
H:\M
ap
le
G
ro
ve
\R
CW
D\JB
N\5
55
5-2
68
_O
asis_
Po
nd
_IE
SF
\C
AD
\P
la
ns\P
re
lim
in
ary\5
55
52
68
-0
1-C
ove
r.d
wg
-1
C
OV
ER
-1
2/1
1/2
01
7 2
:4
7 P
M-(jn
eu
)
PREPARED BY:
MAPLE GROVE, MINNESOTA
Houston
Engineering Inc.
RICE CREEK WATERSHED DISTRICT
CONSTRUCTION PLANS FOR
OASIS POND IESF PROJECT
ROSEVILLE, MINNESOTASUMMER 2018
I hereby certify that this plan, specification, or report was prepared
by me or under my direct supervision and that I am a duly Licensed
Professional Engineer under the laws of the State of Minnesota.
Signature: Date:12-12-2017.
Printed Name: Dennis McAlpine License #: 46827 .
NOTES:
1. SURVEY INFORMATION
2. UTILITY
PRIOR TO ANY EXCAVATION WORK, THE CONTRACTOR IS RESPONSIBLE UNDER
MINNESOTA STATE STATUTE 216D AND MINNESOTA RULES CHAPTER 7560 TO
CONTACT GOPHER STATE ONE CALL FOR THE LOCATION OF UNDERGROUND
UTILITY FACILITIES IN PROXIMITY TO THE EXCAVATION SITE.
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D.
THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES
OF CI/ASCE 38-02, ENTITLED “STANDARD GUIDELINE FOR THE COLLECTION AND
DEPICTION OF EXISTING SUBSURFACE UTILITY DATA”.
3. UTILITY TABULATION
DESCRIPTION OWNER
COMMUNICATION CENTURY LINK
COMMUNICATION MIDCONTINENT COMMUNICATIONS
COMMUNICATION ZAYO BANDWIDTH
ELECTRIC CONNEXUS ENERGY
ENERGY XCEL ENERGY
ENERGY MINNESOTA ENERGY RESOURCES
GAS CENTER POINT ENERGY
PETROLEUM MAGELLAN MIDSTREAM PARTNERS
4. CONTACT "GOPHER STATE ONE CALL" FOR LOCATIONS OF BURIED UTILITIES. CALL
(651) 454-0002 OR (800) 252-1166.
ALSO CONTACT AT www.gopherstateonecall.org
HORIZONTAL DATUM: NAD 83
VERTICAL DATUM: NAVD 88
UNIT OF MEASURE: U.S. SURVEY FOOT
COORDINATE SYSTEM: MN STATE PLANE SOUTH ZONE
NOTE:
PROJECT BENCHMARK MAG NAIL IN ASPHALT AT LIFT STATION
ENTRANCE ELEVATION=903.51 SEE SHEET 3
UGE
OHE
STORM INLET
MANHOLE
UTILITY POLE
W / GUY WIRE
OVERHEAD ELECTRIC
UNDERGROUND ELECTRIC
SPOT ELEVATION
SOIL BORING
897.16G
WETLAND DELINEATION
WATER SURFACE
GRAVEL SURFACE
(TRAIL, BALL DIAMOND)
ASPHALT SURFACE
(TRAIL, STRUCTURE PAD)
CONCRETE SURFACE
(PED RAMP, WALK, STRUCTURE PAD)
RETAINING WALL
MONITORING WELL
ELECTRIC LIGHT
STS
SS
W
STS
WATER MAIN
SANITARY SEWER MAIN
STORM SEWER MAIN
DECIDUOUS TREE
BUILDING
LEGEND
EXISTING
PROPOSED
RECONSTRUCTION
CONTOUR 935 935
ORDINARY HIGH WATER
NOTES
PROPOSED
DEMOLITION
TELEPHONE RISER
FLARE END
STS
WATER SURFACE LIMITS
TREES/HEDGES/SHRUBS
IRON ENHANCED SAND
SILT FENCE
XX XX
EROSION CONTROL BLANKET
1. UTILITY
1.1. PRIOR TO ANY EXCAVATION WORK, THE CONTRACTOR IS RESPONSIBLE UNDER MINNESOTA
STATE STATUTE 216D AND MINNESOTA RULES CHAPTER 7560 TO CONTACT GOPHER STATE
ONE CALL FOR THE LOCATION OF UNDERGROUND UTILITY FACILITIES IN PROXIMITY TO THE
EXCAVATION SITE.
1.2. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS
UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE
38-02, ENTITLED “STANDARD GUIDELINE FOR THE COLLECTION AND DEPICTION OF EXISTING
SUBSURFACE UTILITY DATA”.
2. EXISTING STRUCTURES
2.1. ALL EXISTING STRUCTURES THAT ARE NOT CALLED OUT SPECIFICALLY IN THE DEMOLITION
PLAN SHALL BE PROTECTED.ALL PROTECTED STRUCTURES WILL NEED TO BE REPLACED
OR REPAIRED IF DAMAGED DURING THE CONSTRUCTION PROCESS.
2.2. ALL EXISTING UTILITIES THAT ARE NOT CALLED OUT SPECIFICALLY IN THE DEMOLITION
PLAN SHALL BE PROTECTED.
RIPRAP
TEMPORARY CONSTRUCTION FENCE
FLOATING SILT CURTAINX X
WL
WETLAND
WL
WL
ByDateRevisionNo.H:\M
aple
Gro
ve\R
CWD\
JBN
\555
5-26
8_O
asis_
Pond
_IES
F\CA
D\Pl
ans\
Prel
imin
ary\
Plan
s.dw
g-2
Lege
nd-1
2/11
/201
7 2:
47 P
M-(j
neu)
2 PROJECT NO. 5555-268-002
SHEETScale
Drawn by Date
Checked byDDM
LEGENDOASIS POND IESFROSEVILLE, MINNESOTARICE CREEK WATERSHED DISTRICTAS SHOWN
Houston
Engineering Inc.
P: 763.493.4522
Maple Grove
F: 763.493.5572
JEN/BLJ 12-12-2017I hereby certify that this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
Signature: Date: 12-12-2017 .
Printed Name: Dennis McAlpine License #: 46827 .
NORMAL WATER LEVEL 896.18
SEDIMENT BASIN BOTTOM 891.00
OASIS POND
S
S
F
S
S
F
R
A
M
S
E
Y
C
O
U
N
T
Y
D
IT
C
H
#
4
S
T
S
S
T
S
S
T
S
S
T
S
S
TS
S
T
S
S
T
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
U
G
E
S
T
S
F
O
F
O
RCAP S
MOOTH S
TEEL
21
10
40
89
1.
14
W
W
W
W
W
W
W
W
W
W
W
W
W
8
8" D
IP
W
M (P
ER
P
LA
N)
ST
S
9
0
3
9
0
2
9
0
1
9
0
0
9
0
4
LIN
CO
LN D
RIV
E
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
WL
TOP OF
WATER=896.12
TREE ASH 6
TREE ELM 6
TREE ASH 6
TREE OAK 24
TREE CTNWD 18
TREE CTNWD 18TREE CTNWD 9
TREE CTNWD 12
TREE CTNWD 12
TREE CTNWD 9
TREE CTNWD 8
TREE CTNWD 12
TREE CTNWD 15
TREE CTNWD 12
TREE CTNWD 12
TREE CTNWD 12
TREE CTNWD 9
TREE CTNWD 10
TREE CTNWD 7
TREE CTNWD 12
TREE CTNWD 8
TREE CTNWD 13
TREE CTNWD 13
TREE SPRUCE 10
TREE SPRUCE 10
TREE SPRUCE 12
TREE SPRUCE 9
TREE SPRUCE 11
GR
AVE
L TR
AIL
PROJECT BENCH MARK
MAG NAILELEV. 903.51
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
XX
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
899
8
9
8
9
0
2
9
0
0
9
0
2
9
0
3
899
8
9
7
8
9
6
8
9
5
8
9
1
8
9
2
8
9
38
9
5
8
9
8
8
9
6
8
9
8
9
0
5
9
0
4
906
9
0
7
9
0
8
9
0
9
8
9
5
8
9
5
900
905
910
XX
X
X
X
X
X
X
9
0
5
8
9
8
8
9
9
8
9
8
8
9
6
8
9
8
898
8
9
2
8
9
2
8
9
1
8
9
5
8
9
8
897
8
9
7
899
9
1
3
907
902
8
9
9
899
9
0
4
9
0
2
9
0
0
9
0
5
9
0
29
0
0
8
9
6
8
9
7
8
9
1
8
9
3
8
9
7
9
0
0
905
910
907
902
9
0
3
9
0
2
905
907
9
0
4
905
9
0
8
9
0
6
9
0
1
903
8
9
9
8
9
7
8
9
5
8
9
3
8
9
2
8
9
5
8
9
6
8
9
9
897
897
900
8
9
8
902
9
0
4
8
9
8
8
9
5
8
9
58
9
4
8
9
8
8
9
7
895
893
894
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
190 L.F.
SILT FENCE
TREE BRUSH REMOVAL
AS NECESSARY TO
CONSTRUCT WATER
DISTRIBUTION PIPE
520 L.F.
TEMPORARY
CONSTRUCTION
FENCE
TREE
REMOVAL
SALVAGE AND
REINSTALL 15" RCP
ROCK
CONSTRUCTION
ENTRANCE
(SEE DETAIL)
70 L.F. FLOATING
SILT CURTAIN
GATE STRUCTURE AS
NECESSAARY TO ACCOMODATE
CONSTRUCTION OPERATIONS AND
RESTRICT PEDESTRIAN ACCESS
62 L.F.
SILT
FENCE
TREE
REMOVAL
(X2)
PROTECT
TREE (X3)
100 L.F.
TEMPORARY
CONSTRUCTION
FENCE
TREE
REMOVAL
AREA
EX MH W/ SLUICE
GATE
RIM 897.04
INV 891.39 E
1
2
"
S
M
O
O
T
H
S
T
E
E
L
P
I
P
E
EXISTING TOP
OF WEIR ELV.
896.18
15" RCP
INV. 894.21
15" RCP
INV. 895.84
1
5
" R
C
P
(P
E
R
P
L
A
N
)
ELECTRIC BOX
54" R
CP
(P
ER
P
LA
N)
EX RC SURGE BASIN
INV 891.14
LIFT STATION
APPROXIMATE
EDGE OF POND
510 L.F.
SILT FENCE
X
X
X
X
X
X
X
X
X
X
X
8
9
9
8
9
8
9
0
0
9
0
1
TREE BRUSH REMOVAL
AS NECESSARY TO
CONSTRUCT WATER
DISTRIBUTION PIPE,
STRUCTURES, AND TRAIL
TRAIL CLOSED SIGN
PLACE ADDITIONAL TRAIL
CLOSED SIGN AT TRAIL HEAD
OFF OF TERRACE DRIVE
X
X
X
TREE
REMOVAL
(X3)
ByDateRevisionNo.H:\M
aple
Gro
ve\R
CWD\
JBN
\555
5-26
8_O
asis_
Pond
_IES
F\CA
D\Pl
ans\
Prel
imin
ary\
Plan
s.dw
g-3
EXIS
TIN
G CO
NDI
TIO
NS-
12/1
1/20
17 2
:47
PM-(j
neu)
3 PROJECT NO. 5555-268-002
SHEETScale
Drawn by Date
Checked by
JEN/BLJ
DDM
EXISTING CONDITIONSDEMOLITION & REMOVALS12-12-2017
OASIS POND IESFROSEVILLE, MINNESOTARICE CREEK WATERSHED DISTRICTAS SHOWN
Houston
Engineering Inc.
P: 763.493.4522
Maple Grove
F: 763.493.5572
FeetScale
0
N
402020
I hereby certify that this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
Signature: Date: 12-12-2017 .
Printed Name: Dennis McAlpine License #: 46827 .
NORMAL WATER LEVEL 896.18
SEDIMENT BASIN BOTTOM 891.00
OASIS POND
S
S
F
S
S
F
R
A
M
S
E
Y
C
O
U
N
T
Y
D
IT
C
H
#
4
S
T
S
S
T
S
S
T
S
S
T
S
S
TS
S
T
S
S
T
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
U
G
E
S
T
S
F
O
F
O
RCAP S
MOOTH S
TEEL
21
10
40
89
1.
14
W
W
W
W
W
W
W
W
W
W
W
W
W
8
8" D
IP
W
M (P
ER
P
LA
N)
ST
S
9
0
3
9
0
2
9
0
1
9
0
0
9
0
4
LIN
CO
LN D
RIV
E
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
WL
TOP OF
WATER=896.12
TREE OAK 24
TREE SPRUCE 9
TREE SPRUCE 11
GR
AVE
L TR
AIL
899
8
9
8
9
0
2
9
0
0
9
0
2
9
0
3
899
8
9
7
8
9
6
8
9
5
8
9
1
8
9
2
8
9
38
9
5
8
9
8
900
8
9
9
901
9
0
2
8
9
6
8
9
8
9
0
5
9
0
4
906
9
0
7
9
0
8
9
0
9
8
9
5
8
9
5
900
905
910
9
0
5
8
9
8
8
9
9
8
9
8
8
9
6
8
9
8
898
8
9
2
8
9
2
8
9
1
8
9
5
8
9
8
897
8
9
7
899
9
1
3
907
902
8
9
9
899
9
0
4
9
0
2
9
0
0
9
0
5
9
0
29
0
0
8
9
6
8
9
7
8
9
1
8
9
3
8
9
7
9
0
0
905
910
907
902
9
0
3
9
0
2
905
907
9
0
4
905
9
0
8
9
0
6
9
0
1
903
8
9
9
8
9
7
8
9
5
8
9
3
8
9
2
8
9
5
8
9
6
8
9
9
897
897
900
8
9
8
902
9
0
4
8
9
8
8
9
5
8
9
58
9
4
8
9
8
8
9
7
895
893
894
8
9
8
8
9
8
8
9
9
LIFT STATION MANHOLE
RIM ELEV. 898.21
NW INV. 14" HDPE 892.36
NE INV. 4" PVC 896.50
SUMP ELEV. 890.00
GROUT 15"
RCP APRON
TO HDPE
INV. 892.57
6' LAYING LENGTH
@ 0.63%
PRETREATMENT MANHOLE
RIM ELEV. 898.18
NW INV. 892.49
SE INV. 892.49
SUMP ELEV. 889.49
DISTRIBUTION PIPES
83 LF 4" PVC & 1.20%
W INV. 894.00
E INV. 893.00
DISTRIBUTION PIPES
98 LF 4" PVC @ 1.03%
W INV. 894.00
E INV. 893.00
BUBBLERS (TYP)
BUBBLERS (TYP)
14" GATE VALVE WITH VALVE BOX
61 SY OF EROSION
CONTROL BLANKET
29 SY OF EROSION
CONTROL BLANKET
AUTOMATIC VALVE
VAULT
RIM ELV. 899.00
S INV. 897.00
E INV. 894.00
BASE INV. 892.50
3,550 SQ. FT. 8'
NOMINAL WIDTH
GRAVEL TRAIL
(SEE DETAIL)
1
5
L
.
F
.
1
4
"
H
D
P
E
@
0
.
5
0
%
2
6
L
.
F
.
1
4
"
H
D
P
E
@
0
.
5
0
%
1
7
6
L
.
F
.
4
"
P
V
C
@
0
.
2
8
%
W
A
T
E
R
D
I
S
T
R
I
B
U
T
I
O
N
P
I
P
E
VEGETATED
4' BENCH (TYP)
TOP BENCH =900.5
IESF CONTROL
PANEL
IESF CELLS
1100SF (EACH)
SAND ELV. 899.00
8
9
9
8
9
8
9
0
0
9
0
1
9
0
0
9
0
0
8
9
8
8
9
9
16 C.Y. OF CLAY
BORROW BACKFILL
ByDateRevisionNo.H:\M
aple
Gro
ve\R
CWD\
JBN
\555
5-26
8_O
asis_
Pond
_IES
F\CA
D\Pl
ans\
Prel
imin
ary\
Plan
s.dw
g-4
GRAD
ING
DESI
GN &
DIS
TRIB
UTI
ON
PIP
ING-
12/1
1/20
17 2
:47
PM-(j
neu)
4 PROJECT NO. 5555-268-002
SHEETScale
Drawn by Date
Checked by
JEN/BLJ
DDM
GRADING DESIGN &DISTRIBUTION PIPING12-12-2017
OASIS POND IESFROSEVILLE, MINNESOTARICE CREEK WATERSHED DISTRICTAS SHOWN
Houston
Engineering Inc.
P: 763.493.4522
Maple Grove
F: 763.493.5572
FeetScale
0
N
402020
GENERAL NOTES:
1) FINISH GRADES (TOP
SURFACE) OF IESF
SYSTEM SHOWN
I hereby certify that this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
Signature: Date: 12-12-2017 .
Printed Name: Dennis McAlpine License #: 46827 .
R
A
M
S
E
Y
C
O
U
N
T
Y
D
IT
C
H
#
4
S
T
S
S
TS
S
TS
S
T
S
S
T
S
S
T
S
S
T
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
S
T
S
F
O
F
O
F
O
F
O
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W9
0
3
9
0
2
9
0
1
9
0
0
LIN
CO
LN D
RIV
E
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
W
L
TREE OAK 24
TREE SPRUCE 9
TREE SPRUCE 11
1
5
" R
C
P
(P
E
R
P
L
A
N
)
54" R
CP
(P
ER
P
LA
N)
15" RCP
INV. 894.21
LIFT STATION
15" RCP
INV. 895.84
GR
AVE
L TR
AIL
899
8
9
8
9
0
0
8
9
9
9
0
0
9
0
0
8
9
9
8
9
8
8
9
8
8
9
9
9
0
0
8
9
6
900
9
0
2
8
9
6
8
9
6
8
9
6
900
9
0
0
8
9
8
8
9
9
9
0
0
9
0
2
9
0
3
899
8
9
7
8
9
6
8
9
5
8
9
1
8
9
2
8
9
3
8
9
5
8
9
8
900
8
9
9
901
8
9
6
8
9
8
9
0
5
9
0
4
8
9
1
8
9
3
8
9
7
9
0
2
8
9
9
8
9
7
8
9
5
8
9
3
8
9
2
8
9
9
897
8
9
8
8
9
5
8
9
5
8
9
4
8
9
8
895
8
9
9
8
9
9
8
9
9
8
9
9
8
9
8
8
9
8
8
9
9
900
9
0
0
898
8
9
7 8
9
6
2
5
L
.
F
.
1
2
"
R
C
P
@
6
.
4
5
%
CLEANOUTS (TYP)
CLEANOUTS (TYP)
55 L.F. 6" PERFORATED
PVC DRAIN PIPE AT 1.0%
EAST INV. 896.00
WEST INV. 895.45
MANUAL
VALVE VAULT
RIM ELV. 899.16
INV. 6" DRAIN TILE (EAST) 895.00
INV. 12" RCP (WEST) 894.00
12" RCP
APRON
INV. 892.00
6' LAYING
LENGTH
28 L.F. 6" PVC
DRAIN PIPE AT 1.61%
EAST INV. 895.45
WEST INV. 895.00
52 L.F. 6" PERFORATED
PVC DRAIN PIPE AT 1.0%
EAST INV. 896.00
WEST INV. 895.48
44 L.F. 6" PVC
DRAIN PIPE AT 1.09%
EAST INV. 895.48
WEST INV. 895.00
2 C.Y. (EACH)
CLAY BORROW AT
TRANSITION OF
PERFORATED TO
SOLID PIPING
15" RCP
INV. 894.21
15" RCP
INV. 895.84
1
5
" R
C
P
(P
E
R
P
L
A
N
)
54" R
CP
(P
ER
P
LA
N)
LIFT STATION
VEGETATED
4' BENCH (TYP)
TOP BENCH =900.5
IESF CONTROL PANEL
IESF CELLS
1100SF (EACH)
SAND ELV. 899.00
6 C.Y. RIPRAP CL3
(SEE DETAIL)
8
9
9
8
9
8
9
0
0
9
0
1
900.50
900.50
900.50
900.50
900.50
900.50
900.50
900.50
900.50
900.50
900.50
900.50
900.50
900.50
ByDateRevisionNo.H:\M
aple
Gro
ve\R
CWD\
JBN
\555
5-26
8_O
asis_
Pond
_IES
F\CA
D\Pl
ans\
Prel
imin
ary\
Plan
s.dw
g-5
GRAD
ING
DESI
GN &
DIS
CHAR
GE P
IPIN
G-12
/11/
2017
2:4
7 PM
-(jne
u)
5 PROJECT NO. 5555-268-002
SHEETScale
Drawn by Date
Checked by
JEN/BLJ
DDM
GRADING DESIGN &DISCHARGE PIPING12-12-2017
OASIS POND IESFROSEVILLE, MINNESOTARICE CREEK WATERSHED DISTRICTAS SHOWN
Houston
Engineering Inc.
P: 763.493.4522
Maple Grove
F: 763.493.5572
FeetScale
0
N
201010
GENERAL NOTES:
1) BASE GRADES OF IESF
SYSTEM SHOWN
I hereby certify that this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
Signature: Date: 12-12-2017 .
Printed Name: Dennis McAlpine License #: 46827 .
NOTES:
1. FOR PIPES GREATER THAN OR EQUAL TO 30", USE 1.5'.
2. THE CONTRACTOR, AT HIS OPTION, MAY SUBSTITUTE A
GEOTEXTILE FABRIC FOR THE GRANULAR FILTER
BLANKET UNLESS OTHERWISE SPECIFIED IN THE PLANS.
THE FABRIC SHOULD COVER THE AREA OF THE RIPRAP
AND EXTEND UNDER THE APRON 3 FT.
TABLE OF QUANTITIES
RIPRAP AT RCP OUTLETS
CLASS II
d = 6"
50
CLASS III
d = 9"
L
(FT.)
12"
DEPTH
RIPRAP
(CU. YDS.)
DIA.
OF
ROUND
PIPE
(IN.)
18"
DEPTH
RIPRAP
(CU. YDS.)
24"
DEPTH
RIPRAP
(CU. YDS.)
12 8 2.8 1.4 4.1 2.1 5.5 2.8
15 8 2.9 1.5 4.4 2.2 5.8 2.9
18 10 3.9 2.0 5.9 3.0 7.8 3.9
21 10 4.2 2.1 6.3 3.2 8.4 4.2
24 12 5.5 2.8 8.3 4.2 11.0 5.5
27 12 5.8 2.9 8.7 4.4 11.6 5.8
30 14 7.3 3.7 10.9 5.5 14.5 7.3
36 16 9.2 4.6 13.8 6.9 18.3 9.2
42 18 10.9 5.5 16.3 8.2 21.7 10.9
48 20 12.9 6.5 19.4 9.7 25.8 12.9
12"
DEPTH
GRANULAR
FILTER
(CU. YDS.)
9"
DEPTH
GRANULAR
FILTER
(CU. YDS.)
6"
DEPTH
GRANULAR
FILTER
(CU. YDS.)
CLASS IV
d = 12"
50 50
DIA
. O
R
SP
AN
1
4
1
4
B
B
A
1.0' 1
1.0' 1
GRANULAR
FILTER
BLANKET 2
RIPRAP
GRANULAR
FILTER
BLANKET 2
RIPRAP
2'
L
2'
2'
RIPRAP AT CULVERT ENDS
NOT TO SCALE
SECTION A-A
PLAN VIEW
SECTION B-B
T-P
OS
T
DIRECTIO
N OF
RUNOFF FLOW
SILT FENCE
NOT TO SCALE
NOTE:
SILT FENCE TO BE STANDARD UNLESS ACTUAL
SITE CONDITIONS REQUIRE HEAVY DUTY
FENCE PER BMP'S OR INDICATED ON PLANS.
HEAVY DUTY
STANDARD MACHINE SLICED
5' POSTS @ 8' MAX SPACING.
MAY BE ALTERNATED ON
GRADES LESS THAN 2.0%
OVERLAP GEOTEXTILE
FABRIC 6 IN. & FASTEN
AT 2 FT. INTERVALS
5 FT. MIN. LENGTH METAL FENCE POST
AT 8 FT. MAX. SPACING
WIRE MESH REINFORCEMENT
GEOTEXTILE FABRIC, 48" WIDE
FABRIC ANCHORAGE
TRENCH. BACKFILL W/
TAMPED NATURAL SOIL
D
I
R
E
C
T
I
O
N
O
F
F
L
O
W
BACKFILLED TRENCH
2.0' (M
IN
)
2'-0" M
IN
.
PO
ST
EM
BE
DM
EN
T
EXTEND WIRE MESH
INTO TRENCH
30" M
IN
.
WIR
E M
ES
H
4" MIN.
6" M
IN
.
5 FT. MIN. LENGTH POST
AT 6 FT. MAX. SPACING
GEOTEXTILE FABRIC, 36" WIDE
PLASTIC ZIP TIES
(50 LB. TENSILE)
LOCATED IN TOP 8"
DIRECTIO
N OF
RUNOFF F
LOW
2'-0" M
IN
.
PO
ST
EM
BE
DM
EN
T
MACHINE SLICE
8" - 12" DEPTH
(PLUS 6" FLAP)
H
A
R
D
S
U
R
F
A
C
E
6" MINIMUM DEPTH
NOTES:
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT
WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO
PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING,
REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO
ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN
APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
TEMPORARY ROCK OR WOOD CHIP
P
U
B
L
I
C
R
O
A
D
5
0
'
M
I
N
I
M
U
M
2
4
'
T
Y
P
I
C
A
L
TYPE 5 GEOTEXTILE
1"-2" WASHED ROCK AGGREGATE
CONSTRUCTION ENTRANCE
NOT TO SCALE
EROSION CONTROL BLANKET
NOT TO SCALE
STAPLE FABRIC INTO
FINAL COVER AT
RANDOM LOCATIONS
OVERLAP FABRIC 12"
IN ALL DIRECTIONS
FILL WITH SOIL TO
ANCHOR
PVC CAP/CLEANOUT
INSTALL THREADED CAP
FITTING JOINTS TO BE
SOLVENT WELDED
45° BEND
PVC RISER
WYE OR 45° BEND
CLEANOUT
NOT TO SCALE
PVC STUB IF APPLICABLE
6" AGGREGATE BASE
BACKFILL WITH
EXISTING MATERIALS
8' TYPICAL
TRAIL (GRAVEL SURFACE)
NOT TO SCALE
ByDateRevisionNo.H:\M
aple
Gro
ve\R
CWD\
JBN
\555
5-26
8_O
asis_
Pond
_IES
F\CA
D\Pl
ans\
Prel
imin
ary\
5555
268-
09-1
1 De
tails
.dw
g-7
DETA
ILS-
12/1
1/20
17 2
:48
PM-(j
neu)
7 PROJECT NO. 5555-268-002
SHEETScale
Drawn by Date
Checked by
JEN/BLJ
DDM
DETAILS 112-12-2017OASIS POND IESFROSEVILLE, MINNESOTARICE CREEK WATERSHED DISTRICTAS SHOWN
Houston
Engineering Inc.
P: 763.493.4522
Maple Grove
F: 763.493.5572
I hereby certify that this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
Signature: Date: 12-12-2017 .
Printed Name: Dennis McAlpine License #: 46827 .
NOT TO SCALE
IESF BUBBLER AND MATERIALS
1.5'
0.5'
1'
VA
RIE
S
899
897.5
897
VARIES
896
6" PERFORATED DRAINTILE
(LENGTH VARIES)
NOTE:
1. DRAINTILE DOWNSTREAM INVERT VARIES WITH EACH CELL. SEE
EACH INDIVIDUAL CELL FOR INVERT ELEVATIONS AND ELEVATION OF
THE WASHED ROCK.
2. DRAINTILE SHALL BE TRENCHED INTO THE PROPOSED GRADE.
NOT TO SCALE
IESF AGGREGATE GRADING LAYOUT
IRON ENHANCED SAND
FILTER MEDIA
MEDIUM FILTER
AGGREGATE
COARSE FILTER AGGREGATE
IRON ENHANCED SAND
FILTER MEDIA
MEDIUM FILTER
AGGREGATE
COARSE FILTER AGGREGATE
8" X 4" ECCENTRIC REDUCER
8" 90° LONG SWEEP
4" DISTRIBUTION PIPE
(LENGTH VARIES)
AGRI DRAIN 8" HEAVY DUTY BAR
GUARDS (TYP)
3 C.Y. (EACH)
CLASS 3 RIPRAP TO
SURROUND BUBBLER
0.75'
0.25'
*ALL PIPING TO BE STAINLESS STEEL
UNLESS INDICATED OTHERWISE
GEOTEXTILE FABRIC TYPE 5
W/ANCOR TRENCH
LIFT STATION MANHOLE
NOT TO SCALE
MANHOLE
FRAME
CASTING FRAME & COVER
NEENAH FOUNDRY CO. R-6400-DS
TYPE C LID
SLAB TOP
REQUIRED
BROOM FINISH
PRECAST MONOLITHIC
MANHOLE BASE
W/GASKET
14" HDPE INVERT ELEV.=892.36
1.25" PVC STILLING WELL FOR
PRESSURE TRANSDUCER
48" DIA. PRECAST
CONCRETE MANHOLE
MANHOLE SUMP INVERT
ELEV.=890.00'
4" INVERT ELEV. = 896.5'
PUMP INVERT ELEV.=892.0'
RIM ELEVATION ELEV.=898.21'
HOIST SOCKET FOR
PORTABLE HOIST
(SEE SPECIFICATIONS)
DROP PIPE TO BE PROVIDED IN
SEGMENTS NO GREATER THAN 4' IN LENGTH
1.25" PVC CAP
*NOTE: LIFT STATION TO BE PLACED
ON 3/4" CRUSHED ROCK TO SUPPORT
PIPE IN OVEREXCAVATED AREAS.
10' MINIMUM
SEE BREAK OUT
BOX DETAIL
SHEET 10
8" DISTRIBUTION PIPE
ByDateRevisionNo.H:\M
aple
Gro
ve\R
CWD\
JBN
\555
5-26
8_O
asis_
Pond
_IES
F\CA
D\Pl
ans\
Prel
imin
ary\
5555
268-
09-1
1 De
tails
.dw
g-8
DETA
ILS-
12/1
1/20
17 2
:48
PM-(j
neu)
8 PROJECT NO. 5555-268-002
SHEETScale
Drawn by Date
Checked by
JEN/BLJ
DDM
DETAILS 212-12-2017OASIS POND IESFROSEVILLE, MINNESOTARICE CREEK WATERSHED DISTRICTAS SHOWN
Houston
Engineering Inc.
P: 763.493.4522
Maple Grove
F: 763.493.5572
I hereby certify that this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
Signature: Date: 12-12-2017 .
Printed Name: Dennis McAlpine License #: 46827 .
MANHOLE STEP
12" O.C.
48" DIA. PRECAST
CONCRETE MANHOLE
3/4" CRUSHED ROCK
TO BE USED TO SUPPORT
PIPE IN OVEREXCAVATED AREA
MONOLITHIC BASE
BUTYL RUBBER GASKET ON
ALL JOINTS (JOINT TO MEET
ASTM 433 REQUIREMENT)
SLAB TOP BROOM FINISH
48"
48" PRETREATMENT MANHOLE
NOT TO SCALE
1' M
IN
.
3'
CONC. FLOOR MANHOLE ELEV. = 889.49'
RIM ELEV. = 898.18'
PROPOSED NWL = 896.18'
INVERT ELEV. TO LIFT STATION = 892.49
14" HDPE 14" HDPE
INVERT ELEV. FROM POND = 892.49'
BB
A
A
14"HDPE14" HDPE
FLOW FLOW
TRASHSCREEN
SNOUT
TRASHSCREEN
SNOUT
FLOWFLOW
SECTION B-BSECTION A-A
TRASHSCREEN
SNOUT
3'
COVER/SLAB
TOP NOT SHOWN FOR CLARITY
HDPE BOLTED BLIND
FLANGE WITH SS BACKING
RING AND HARDWARE
ByDateRevisionNo.H:\M
aple
Gro
ve\R
CWD\
JBN
\555
5-26
8_O
asis_
Pond
_IES
F\CA
D\Pl
ans\
Prel
imin
ary\
5555
268-
09-1
1 De
tails
.dw
g-9
DETA
ILS-
12/1
1/20
17 2
:48
PM-(j
neu)
9 PROJECT NO. 5555-268-002
SHEETScale
Drawn by Date
Checked by
JEN/BLJ
DDM
DETAILS 312-12-2017OASIS POND IESFROSEVILLE, MINNESOTARICE CREEK WATERSHED DISTRICTAS SHOWN
Houston
Engineering Inc.
P: 763.493.4522
Maple Grove
F: 763.493.5572
I hereby certify that this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
Signature: Date: 12-12-2017 .
Printed Name: Dennis McAlpine License #: 46827 .
5'
7'
4'
6'
895.00
894.50
ELEVATION OF
FULLY EXTENDED
VALVE HEIGHT
896.60 FT
INVERT OF
12" RCP
DRAINTILE
TO STREAM
894.00'
6' PVC SLIDE GATE
VALVE WITH
EXTENSION RODS
BOLTED
FLANGE
JOINT
6'
6'
5'
MH STEPS SPACED 12" O.C.
EXTRUDING MINIMUM OF 6"
FROM INTERIOR WALL
9'
1'
0.5'
.5'
.5'
1'
.5'
UNDERDRAIN
PIPES FROM
IESF
MANUAL VALVE VAULT
NOT TO SCALE
1.25" PVC
STILLING
WELL FOR
PRESSURE
TRANSDUCER
1.25" PVC
STILLING WELL
FOR PRESSURE
TRANSDUCER
(PERFORATED
SECTION)
1.25" PVC CAP
SECTION B-B
SECTION A-A
A
RIM ELEV. = 899.16'
EXTENSION ROD SUPPORT
INVERT OF
6" DRAINTILE
FROM IESF
895.00 FT
ELEVATION OF
FULLY COMPRESSED
VALVE HEIGHT
895.91 FT
BOLTED ON
VALVE ADAPTER
12" RCP
FLOW
1'
B
B
A
6" PVC
3'
HALLIDAY
RETRO-GRATE -
SERIES X WITH FALL
PROTECTION LID
60"WX36"L
3/4" CRUSHED ROCK
TO BE USED TO SUPPORT
PIPE IN OVEREXCAVATED AREA 7'
NOTE;
VAULT COVER WILL NEED TO BE MODIFIED
TO ACCOMMODATE EXTERIOR MOUNTED
PADLOCK REFER TO PROJECT
SPECIFICATIONS. RCWD TO PROVIDE
PADLOCK(S).
5/16 " STAINLESS
STEEL CONCRETE
WEDGE BOLTS WITH
WASHER MINIMUM 2"
EMBEDMENT.
5/16 " STAINLESS
STEEL BOLTS WITH
WASHER.
STAINLESS STEEL
PLATE MINIMUM
12"WIDE. HEIGHT OF
PLATE TO BE FIELD
FIT.
BREAK OUT BOX
NOT TO SCALE
NOTE:
NO OBSTRUCTIONS PERMITTED IN THE
CONDUIT TO PREVENT THE TRANSDUCER
OR WIRING TO BE REMOVED.
1.25" PVC CONDUIT
1.25" PVC CONDUIT
SEE BREAK OUT
BOX DETAIL
SHEET 10
PLATE EDGES TO BE
FREE OF ABRASIVE
MATERIALS AND
SHARP EDGES.
CORD RESTRAINT
DEVICE TYPICAL
EXTENSION
ROD SUPPORT
SEE BREAK OUT
BOX DETAIL
SHEET 10
7'
5'
ByDateRevisionNo.H:\M
aple
Gro
ve\R
CWD\
JBN
\555
5-26
8_O
asis_
Pond
_IES
F\CA
D\Pl
ans\
Prel
imin
ary\
5555
268-
09-1
1 De
tails
.dw
g-10
DET
AILS
-12/
11/2
017
2:48
PM
-(jne
u)
10 PROJECT NO. 5555-268-002
SHEETScale
Drawn by Date
Checked by
JEN/BLJ
DDM
DETAILS 412-12-2017OASIS POND IESFROSEVILLE, MINNESOTARICE CREEK WATERSHED DISTRICTAS SHOWN
Houston
Engineering Inc.
P: 763.493.4522
Maple Grove
F: 763.493.5572
I hereby certify that this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
Signature: Date: 12-12-2017 .
Printed Name: Dennis McAlpine License #: 46827 .
HALLIDAY
RETRO-GRATE -
SERIES X WITH
FALL PROTECTION
LID 72"X60"
AUTOMATIC VALVE VAULT
NOT TO SCALE
TOP VIEW
SECTION B-B
SECTION A-A
2' M
IN
IM
UM
3' M
IN
IM
UM
7'
INSTALL 4" 90° BEND
FLANGE ALL
CONNECTIONS
FLOWMETER
4" PVC WATER
SUPPLY PIPE
1'
0.5'
B
AA
0.5'
4" PVC
LENGTH
VARIES
B
6'
8'
7'
FLOWMETER
4.5'
4.5'
INSTALL 4"
90° BEND
2'
4" PVC WATER
DISTRIBUTION PIPE
GROUT ALL PIPE
CONNECTIONS TO
VAULT
4" PVC WATER
SUPPLY PIPE
ELECTRIC ACTUATED
VALVE
PROVIDE VALVE
SUPPORT
ELECTRIC ACTUATED
VALVE
4" PVC WATER
DISTRIBUTION PIPE
897.00
897.00
892.50
892.50
899.00
BROOM FINISH
894.00
894.00
6'
3/4" CRUSHED ROCK
TO BE USED TO SUPPORT
PIPE IN OVEREXCAVATED AREA
NOTE;
VAULT COVER WILL NEED TO BE MODIFIED
TO ACCOMMODATE EXTERIOR MOUNTED
PADLOCK REFER TO PROJECT
SPECIFICATIONS. RCWD TO PROVIDE
PADLOCK(S).
4"
MIN
IM
UM
5'
7'
8'
ByDateRevisionNo.H:\M
aple
Gro
ve\R
CWD\
JBN
\555
5-26
8_O
asis_
Pond
_IES
F\CA
D\Pl
ans\
Prel
imin
ary\
5555
268-
09-1
1 De
tails
.dw
g-11
DET
AILS
-12/
11/2
017
2:48
PM
-(jne
u)
11 PROJECT NO. 5555-268-002
SHEETScale
Drawn by Date
Checked by
JEN/BLJ
DDM
DETAILS 512-12-2017OASIS POND IESFROSEVILLE, MINNESOTARICE CREEK WATERSHED DISTRICTAS SHOWN
Houston
Engineering Inc.
P: 763.493.4522
Maple Grove
F: 763.493.5572
I hereby certify that this plan, specification, or report was prepared by me or under
my direct supervision and that I am a duly Licensed Professional Engineer under
the laws of the State of Minnesota.
Signature: Date: 12-12-2017 .
Printed Name: Dennis McAlpine License #: 46827 .