wayne county dps general notes...4' dia. catch basin 3 ea. 8' dia. man hole 1 ea. 5'...
TRANSCRIPT
BUILDING ADDITION
City of Westland,
Wayne County, MI
CONSTRUCTION PACKAGE
Prepared For
NYX Inc.
ISSUANCE DATE:
NO. SHEET NAME
C-1 COVER
C-2 DEMOLITION PLAN
C-3 SITE PLAN
C-4 PAVING & GRADING PLAN
C-5 UTILITIES PLAN
C-6 SOIL EROSION & SEDIMENT CONTROL PLAN
C-7 STORM SEWER PROFILES
C-8 STORM CALCULATIONS & DRAINAGE MAP
C-9 DETENTION POND CALCULATIONS & DETAILS
C-10 KSI DETAILS
C-11 TRUCK ROUTE PLAN
C-12 EXHIBITS
1 TOPOGRAPHIC / BOUNDARY SURVEY
LP-1 LANDSCAPE PLAN - DETENTION POND PLANTING
CLIENT
CITY FILE #
Orman Engineering LLC # 1255
SHEET INDEX
CIVIL ENGINEER
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
Phone (248) 682-6001
Email: [email protected]
Contact: Mr. Alexander Orman, P.E.
Civil Engineers ● Land PlanningLand Surveying
Location MapARCHITECT
LEGAL DESCRIPTION
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
SITE
Heins & Kwapis Architects P.C.
126 E. Third Street
Rochester, MI 48307
Tel. 248-651-6766
Contact: Gary Kwapis
OWNER
NYX Incorporated
36111 Schoolcraft Rd.
Livonia, MI 48150
Contact: Dilsher Gill
Phone: (734) 462-2385 ext. 498
Fax: (734) 464-4830
Email: [email protected]
Davenport Brothers Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email: [email protected]
WAYNE COUNTY DPS GENERAL NOTES
CI
CI
MA
NU
FA
CT
UR
ES
D
RIV
E
C
H
E
S
A
P
E
A
K
E
&
O
H
I
O
R
A
I
L
R
O
A
D
NE
WB
UR
GH
R
D.
REMOVE ALL STRUCTURES
& PAVEMENT COMPLETELY
REMOVE EX.
TREES
REMOVE EX.
TREES
REMOVE EX.
TREES
RELOCATE
LIGHTPOLE
SAWCUT & REMOVE
PAVEMENT, REPLACE
IN KIND
REMOVE CATCH
BASIN ENTIRELY
REMOVE STORM M.H.
ENTIRELY
REMOVE EX.
STORM SEWERS
COMPLETELY
DEEP SAWCUT
& REMOVE EX.
PAVEMENT FOR
INSTALLATION
OF ROOF DRAIN
REPLACE IN KIND
DEEP SAWCUT &
REMOVE EX. PAVEMENT
REMOVE EX.
TREES
EX. CATCH BASIN &
CONC. TO REMAIN
EX.C.B. TO
REMAIN
DEEP SAWCUT (SHOWN
@ 1' OFFSET FOR
CLARITY) & REMOVE
PAVEMENT
EX. PAVEMENT
TO REMAIN
DEEP SAWCUT &
REMOVE PAVEMENT
AS NEEDED
DEEP SAWCUT &
REMOVE PAVEMENT AS
NEEDED. REPLACE IN
KIND & W/ NEW
CONC. BOXOUT
C-2
S.D.M.A.O.
08-26-2019
DEMOLITION PLAN
1" = 30'
Know what's belowCall before you dig.
R
ngineering
BUILDING ADDITION
Davenport Brothers
Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email:
1255
A.O.
Job No.:
Scale:
Approved by:
Designed by: Drawn by:
REVISIONS
SHEET
PROJECT LOCATION
CLIENT
PROJECT
SEAL
Sheet:
Date Description
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
1000 Manufacturers Dr.City of WestlandWayne County, MI
SITE
LOCATION MAP
DEMOLITION LEGEND
CI
CI
MA
NU
FA
CT
UR
ES
D
RIV
E
C
H
E
S
A
P
E
A
K
E
&
O
H
I
O
R
A
I
L
R
O
A
D
55.00'
RELOCATE
LIGHTPOLE
9.0
0'
(T
YP
.)
18.00'
R
=
1
1
0
'
R
=
5
0
'
PROP. 18" STORM
SEWER
PROP. 15"
STORM
SEWER
PROP. 12"
STORM
SEWER
PROP. 6" STORM
SEWER
PROP. 8"
ROOF
LEAD
PROP. 18"
STORM
SEWER
PROP.
8' DIA.
STORM
M.H.
PROP.
4' DIA.
C.B.
PROP.
4' DIA.
C.B.
PROP.4' DIA.
STORM M.H.
PROP. 30" END
SECTION
PROP.
4' DIA.
C.B.
PROP. KSI 2500
TREATMENT
STRUCTURE
END OF PROP.
RETAINING WALL
PROP. 12"
STORM SEWER
25' BUFFER
PROP. 30"
STORM
SEWER
PROP. KSI 2500
TREATMENT STRUCTURE
OVER EX. STORM SEWER
PROP. KSI 500 TREATMENT
STRUCTURE OVER EX.
15" STORM SEWER
PROP.
4' DIA.
R.Y.C.B.
2
5
'
B
U
F
F
E
R
PROP.4' DIA.
STORM
M.H.
PROP. 30"
STORM
SEWER
PROP.
5' DIA.
STORM
M.H.
PROP. 18"
STORM SEWER
PROP. 8"
CONC.
PROP. 36" CMP
RISER W/ STONE
FILTER PER
WAYNE COUNTY
DETAIL
REPLACE PAVEMENT
IN KIND
PROP. CURB
& GUTTER
PROP. CURB
& GUTTER
2
5
.
0
0
'
B
U
F
F
E
R
PROP. 12"
STORM SEWER
PROP. 18"
STORM SEWER
PROP. 18"
STORM SEWER
PROP. 4' DIA.
STORM M.H.
PROP. 4' DIA.
STORM M.H.
PROP. 4' DIA.
STORM M.H.
PROP. 12"
STORM
SEWER
RIP-RAP
NO PARKING
12" ROOF CONDUCTOR
FOR EX. BUILDING
C-3
S.D.M.A.O.
09-12-2019
SITE PLAN
1" = 30'
Know what's belowCall before you dig.
R
ngineering
BUILDING ADDITION
1255
A.O.
Job No.:
Scale:
Approved by:
Designed by: Drawn by:
REVISIONS
SHEET
PROJECT LOCATION
CLIENT
PROJECT
SEAL
Sheet:
Date Description
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
1000 Manufacturers Dr.City of WestlandWayne County, MI
SITE
LOCATION MAP
LEGEND
SITE DATA
Davenport Brothers
Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email:
CI
CI
MA
NU
FA
CT
UR
ES
D
RIV
E
C
H
E
S
A
P
E
A
K
E
&
O
H
I
O
R
A
I
L
R
O
A
D
T/P 656.10
RIM 656.10
T/P 657.13
T/P 656.10
RIM 656.10
T/P 656.80
T/P 657.15
T/P 657.45
T/P 657.35
T/P 657.45
T/P 657.20
T/P 657.20
T/P 657.20
T/C 657.85
G 657.35
T/C 658.70
G 658.20
T/C 658.40
G 657.90
PROP.
STORM M.H.
RIM 656.78
T/P 657.50
T/P 657.10
T/P 656.80
T/P 656.60
T/P 657.15
T/P 657.00
PROP. C.B.
RIM 655.67
PROP.
STORM M.H.
RIM 657.20
MATCH EX.
F.G. 657.00
F.G. 658.00
T/P 659.40
T/P 658.00
PROP. C.B.
RIM 656.04
W/ CONC. BOXOUT
PROP. 8" CONC.
ON 6" BASE
PROP. 5"
ASPHALT
ON 8" 21AA
REPLACE W/
MATCHING EX.
CONC.
PROP. 30" END
SECTION INV. 650.00
PROP. STORM
M.H.
RIM 657.80
PROP. KSI 2500
TREATMENT
STRUCTURE
N RIM 657.54
S RIM 656.80
PROP. STORM
M.H.
RIM 656.78
PROP. STORM
M.H.
RIM 657.10
PROP. STORM M.H.
RIM 658.00
PROP. R.Y.C.B.
RIM 656.50
PROP. RISER
W/ STONE FILTER
RIM 655.00
PROP. STORM
M.H.
RIM 657.50
PROP.
STORM M.H.
RIM 657.40
PROP.
STORM M.H.
RIM 657.00
T/P 657.00
NO PARKING
F.G. 657.00
F.G. 656.60
F.G. 657.60
F.G. 656.60
F.G. 657.50
HP
HP
H
P
HP
HP
HP
HP
HP
HP
H
P
H
P
HP
HP
H
P
HP
HP
HP
ROOF CONDUCTORS
FOR PROPOSED
BUILDING
ROOF CONDUCTOR
FOR PROPOSED
BUILDING
12" ROOF CONDUCTOR
FOR EX. BUILDING
C-4
S.D.M.A.O.
08-26-2019
PAVING &GRADING PLAN
1" = 30'
Know what's belowCall before you dig.
R
ngineering
BUILDING ADDITION
1255
A.O.
Job No.:
Scale:
Approved by:
Designed by: Drawn by:
REVISIONS
SHEET
PROJECT LOCATION
CLIENT
PROJECT
SEAL
Sheet:
Date Description
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
1000 Manufacturers Dr.City of WestlandWayne County, MI
SITE
LOCATION MAP
LEGEND
CONCRETE CURB DETAIL 'A'
CONCRETE CURB DETAIL 'B'
5" ASPHALT PAVING SECTION
8" CONCRETE SECTION
TOP OF CURB GRADE
GUTTER GRADE
TOP OF PAVEMENT GRADE
TOP OF WALK GRADE
TOP OF WALL GRADE
BOTTOM OF WALL GRADE
FINISHED GRADE
PAVING LEGEND
ESTIMATED QUANTITIES
PAVEMENT
DESCRIPTION QUANTITY UNIT
5" ASPHALT PAVEMENT ON 8" OF 21AA 1700 S.Y.
8" CONCRETE PAVEMENT 1100 S.Y.
6" CURB & GUTTER 95 L.F.
Davenport Brothers
Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email:
SEE SHEET C-8 FOROUTLINED TRIBUTARYAREAS & "C" VALUES
CI
CI
MA
NU
FA
CT
UR
ES
D
RIV
E
C
H
E
S
A
P
E
A
K
E
&
O
H
I
O
R
A
I
L
R
O
A
D
1
2
3
4
6
5ex
7
8
17ex
12
16
5aex
14
95 L.F.- 30" RCP
CL IV @ 0.10%
39 L.F.- 12" RCP
CL IV @ 0.32%
75 L.F.- 18" RCP
CL IV @ 0.30%
120 L.F.- 15" RCP
CL IV @ 0.24%
108 L.F.- 12" RCP
CL IV @ 0.32%
165 L.F.- 18" RCP
CL IV @ 0.23%
337 L.F.- 18" RCP
CL IV @ 0.23%
78 L.F.- 12" RCP
CL IV @ 0.32%
160 L.F.- 8" PVC
SCH. 40 @ 1.83%
9
10
11
13
15
18
19
20 L.F.- 30" RCP
CL IV @ 0.10%
15 L.F.- 30" RCP
CL IV @ 0.10%
258 L.F.- 12" PVC
SCH. 40 @ 0.32%
105 L.F.- 12" RCP
CL IV @ 0.32%
85 L.F.- 6" PVC
SCH. 40 @ 1.00%
108 L.F.- 18" RCP
CL IV @ 0.23%
22 L.F.- 18" RCP
CL IV @ 0.23%
NO PARKING
C-5
S.D.M.A.O.
08-26-2019
UTILITIES PLAN
1" = 30'
Know what's belowCall before you dig.
R
ngineering
BUILDING ADDITION
1255
A.O.
Job No.:
Scale:
Approved by:
Designed by: Drawn by:
REVISIONS
SHEET
PROJECT LOCATION
CLIENT
PROJECT
SEAL
Sheet:
Date Description
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
1000 Manufacturers Dr.City of WestlandWayne County, MI
SITE
LOCATION MAP
LEGEND
· SEE SHEET C-7 FORDETENTION POND DETAILS
· SEE SHEET C-6 FOR STORMSEWER CALCULATIONS,PROFILES & DETENTIONPOND DETAILS
STRUCTURE SCHEDULE
STORM SEWER
PROP. 30" END SECTION
INV. 650.00
PROP. 5' DIA. M.H.
W/ 2' SUMP
EJIW #1040
TYPE "A" SOLID COVER
RIM 657.80
30" NW INV. 650.10
30" S INV. 650.18
PROP. KSI 2500 TREATMENT STRUCTURE
N RIM 657.54, S RIM 656.80
30" N INV. 650.20
30" S INV. 650.21
PROP. 8' DIA. M.H.
W/ 2' SUMP
EJIW #1040
TYPE "A" SOLID COVER
RIM 656.78
30" N INV. 650.23
18" NE INV. 650.41
12" W INV. 651.77
12" E INV. 651.12
15" S INV. 650.29
EX. C.B.
RIM 656.97
PROP. 18" SW INV. 650.64
EX. 12" SE INV. 650.64 (TO BE REMOVED)
EX. 12" N INV. 650.64
PROP. 4' DIA. C.B.
W/ 2' SUMP
EJIW #5080 TYPE "M1" COVER
RIM 656.10
12" E INV. 651.90
PROP. 4' DIA. C.B.
W/ 2' SUMP
EJIW #5080 TYPE "M1" COVER
RIM 655.67
12" W INV. 651.47
8" N INV. 652.47
PROP. 4' DIA. C.B.
W/ 2' SUMP
EJIW #5080 TYPE "M1" COVER
RIM 656.10
15" N INV. 650.58
12" E INV. 652.38
PROP. 4' DIA. M.H.
W/ 2' SUMP
EJIW #1040
TYPE "A" SOLID COVER
RIM 657.10
12" W INV. 652.63
12" E INV. 652.63
PROP. 4' DIA. M.H.
W/ 2' SUMP
EJIW #1040
TYPE "A" SOLID COVER
RIM 658.00
12" W INV. 653.46
12" E INV. 653.46
PROP. 4' DIA. R.Y.C.B.
W/ 2' SUMP
EJIW #1040 TYPE "N" COVER
RIM 656.50
12" W INV. 653.80
PROP. 36" CMP RISER
W/ STONE FILTER
STEEL BAR GRATE
W/ 2' SUMP
RIM 655.00
6" S INV. 650.00
1
2
3
4
5ex
6
7
8
9
10
11
12
13
14
QUANTITIES
STORM SEWER
ITEM QUANTITY UNIT
KSI 2500 TREATMENT STRUCTURE 2 EA.
KSI 500 TREATMENT STRUCTURE 1 EA.
4' DIA. CATCH BASIN 3 EA.
8' DIA. MAN HOLE 1 EA.
5' DIA. MAN HOLE 1 EA.
4' DIA. MAN HOLE 8 EA.
4' DIA. R.Y.C.B. 1 EA.
36" RISER W/ STEEL GRATE 1 EA.
30" END SECTION 1 EA.
30" RCP CL IV PIPE 130 L.F.
18" RCP CL IV PIPE 707 L.F.
15" RCP CL IV PIPE 120 L.F.
12" RCP CL IV PIPE 330 L.F.
12" PVC SCH. 40 258 L.F.
8" PVC SCH. 40 160 L.F.
6" PVC SCH. 40 85 L.F.
Davenport Brothers
Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email:
15
16
17ex
PROP. 4' DIA. M.H.
W/ 2' SUMP
EJIW #1040
TYPE "A" SOLID COVER
RIM 657.50
6" N INV. 649.15
18" SE INV. 649.15
PROP. 4' DIA. M.H.
W/ 2' SUMP
EJIW #1040
TYPE "A" SOLID COVER
RIM 657.20
18" NW INV. 648.77
18" E INV. 648.77
PROP. 4' DIA. M.H.
W/ 2' SUMP
EJIW #1040
TYPE "A" SOLID COVER
RIM 657.40
18" W INV. 648.52
18" E INV. 648.52
PROP. 4' DIA. M.H.
W/ 2' SUMP
EJIW #1040
TYPE "A" SOLID COVER
RIM 657.00
18" W INV. 647.75
18" NE INV. 647.75
EX. C.B.
PROP. 18" SW INV. 647.70
EX. 42" N&S INV. 647.47
EX. 15" W INV. 648.80
PROP. KSI 500
TREATMENT STRUCTURE
OVER EX. 15" STORM
SEWER
RIM 656.70
INLET 15" INV. 648.92
OUTLET 15" INV. 648.91
PROP. KSI 2500
TREATMENT STRUCTURE
OVER EX. 15" STORM
SEWER
RIM 660.00
INLET 15" INV. 649.60
OUTLET 15" INV. 649.43
18
19
UNDERDRAIN DETAIL
CI
CI
MA
NU
FA
CT
UR
ES
D
RIV
E
C
H
E
S
A
P
E
A
K
E
&
O
H
I
O
R
A
I
L
R
O
A
D
TEMPORARY CRUSHED
ROCK CONSTRUCTION
ACCESS ROAD
SILT SACK
FILTER (TYP.)
INLET
FILTER (TYP.)
PROP. PERMANENT
STOCK PILE
(SOILS FROM THE
POND & UTILITIES)
COVER W/ 4" TOPSOIL
& SEEDING
SILT FENCE PER
DETAIL (TYP.)
NO PARKING
C-6
S.D.M.A.O.
08-26-2019
SOIL EROSION &SEDIMENTATIONCONTROL PLAN
1" = 30'
Know what's belowCall before you dig.
R
ngineering
BUILDING ADDITION
1255
A.O.
Job No.:
Scale:
Approved by:
Designed by: Drawn by:
REVISIONS
SHEET
PROJECT LOCATION
CLIENT
PROJECT
SEAL
Sheet:
Date Description
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
1000 Manufacturers Dr.City of WestlandWayne County, MI
SITE
LOCATION MAP
LEGEND
SILT FENCE
LIMIT OF EARTH DISRUPTION
INLET FILTER
SILT SACK FILTER
TEMPORARY ACCESS ROAD
SOIL MAP
FOR SOIL EROSION DETAILS &PROJECT TIME TABLE SEESHEET C-8
NO WETLANDS ORFLOODPLAINS ARE ON THESITE.
THERE ARE NO LAKES,STREAMS OR DRAINS WITHIN500 FEET OF THIS SITE.
ESTIMATED SOIL EROSION QUANTITIES
SEQUENCE OF CONSTRUCTION
SOIL EROSION CONTROL NOTES
Davenport Brothers
Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email:
16
PR
OP
. 3
' D
IA
RIS
ER
W/ 2
' S
UM
P
RIM
6
55
.0
0
PR
OP
. 4
' D
IA
M
.H
.
W/ 2
' S
UM
P
RIM
6
57
.5
0
PR
OP
. 4
' D
IA
M
.H
.
W/ 2
' S
UM
P
RIM
6
57
.2
0
EX
. C
.B
.
RIM
6
55
.9
7
PR
OP
. 6
" N
IN
V 6
49
.1
5
PR
OP
. 1
8" S
E IN
V 6
49
.1
5
PR
OP
. 1
8" N
W IN
V 6
48
.7
7
PR
OP
. 1
8" E
IN
V 6
48
.7
7
PR
OP
. 1
8" W
IN
V 6
47
.7
5
PR
OP
. 1
8" E
IN
V 6
47
.7
5
EX
. 1
5" W
IN
V 6
48
.8
0
PR
OP
. 1
8" W
IN
V 6
47
.7
0
EX
. 4
2" N
&S
IN
V 6
47
.4
7
85 L.F.- 6" PVC SCH. 40 @ 1.00% 337 L.F.- 18" RCP CL IV @ 0.23%
22 L.F.- 18" RCP
CL IV @ 0.23%
PR
OP
. 6
" S
IN
V. 6
50
.0
0
W/ 2
" R
ES
TR
IC
TO
R
13 14 1512 17ex
EX. GRADE
PROP. GRADE
PR
OP
. 4
' D
IA
M
.H
.
W/ 2
' S
UM
P
RIM
6
57
.4
0
165 L.F.- 18" RCP CL IV @ 0.23%
PR
OP
. 4
' D
IA
M
.H
.
W/ 2
' S
UM
P
RIM
6
57
.0
0
108 L.F.- 18" RCP CL IV @ 0.23%
PR
OP
. 1
8" W
IN
V 6
48
.5
2
PR
OP
. 1
8" E
IN
V 6
48
.5
2
PR
OP
. 4' D
IA
C
.B
.
W/ 2' S
UM
P
RIM
655.67
PR
OP
. 12" W
IN
V 651.47
PR
OP
. 8" N
IN
V 652
.47
108 L.F.- 12" RCP CL IV @ 0.32%
7
EX. GRADE
PROP. GRADE
PR
OP
. 8' D
IA
M
.H
.
W/ 2' S
UM
P
RIM
656.78
4
PR
OP
. 30" N
IN
V 65
0.2
3
PR
OP
. 18" N
E IN
V 65
0.4
1
PR
OP
. 12" W
IN
V 651.77
PR
OP
. 12" E
IN
V 6
51.12
PR
OP
. 15" S
IN
V 6
50.29
HYDRAULIC GRADIENT
EX
. C
.B
.
RIM
656.97
PR
OP
. 18" S
W IN
V 650.64
EX
. 12" N
IN
V 650.64
EX
. 12" S
E IN
V 650.64 (T
O
BE
R
EM
OV
ED
)
75 L.F.- 12" RCP CL IV @ 0.32%
5ex
EX. GRADE
PROP. GRADE
4
PR
OP
. 30" N
IN
V 650.23
PR
OP
. 18" N
E IN
V 650.41
PR
OP
. 12" W
IN
V 651.77
PR
OP
. 12" E
IN
V 651.12
PR
OP
. 15" S
IN
V 650.29
HYDRAULIC GRADIENT
PR
OP
. 8' D
IA
M
.H
.
W/ 2' S
UM
P
RIM
656.78
PR
OP
. 4' D
IA
C
.B
.
W/ 2" S
UM
P
RIM
656.10
PR
OP
. 12" E
IN
V 651.90
39 L.F.- 12" RCP
CL IV @ 0.32%
4 6
EX. GRADE
PROP. GRADE
PR
OP
. 8' D
IA
M
.H
.
W/ 2' S
UM
P
RIM
656.78
PR
OP
. 30" N
IN
V 650.23
PR
OP
. 18" N
E IN
V 650.41
PR
OP
. 12" W
IN
V 651.77
PR
OP
. 12" E
IN
V 651.12
PR
OP
. 15" S
IN
V 650.29
HYDRAULIC
GRADIENT
8
PR
OP
. 30" E
ND
SE
CT
IO
N
PR
OP
. 24" IN
V. 650.00
PR
OP
. K
SI 2500
TR
EA
TM
EN
T
ST
RU
CT
UR
E
N. R
IM
657.54
S. R
IM
656.80
PR
OP
. 5' D
IA
M
.H
.
W/ 2' S
UM
P
RIM
657.80
PR
OP
. 30" N
W IN
V 650.10
PR
OP
. 30" S
IN
V 650.18
PR
OP
. 30" N
IN
V 650.23
PR
OP
. 18" N
E IN
V 650.41
PR
OP
. 12" W
IN
V 651.77
PR
OP
. 12" E
IN
V 651.12
PR
OP
. 15" S
IN
V 650.29
PR
OP
. 4' D
IA
C
.B
.
W/ 2' S
UM
P
RIM
656.10
PR
OP
. 15" N
IN
V 650.58
PR
OP
. 12" E
IN
V 652.38
PR
OP
. 12" W
IN
V 653.46
PR
OP
. 12" E
IN
V 653.46
PR
OP
. 12" W
IN
V 652.63
PR
OP
. 12" E
IN
V 652.63
95 L.F.- 30" RCP CL IV @ 0.10% 120 L.F.- 15" RCP CL IV @ 0.24% 78 L.F.- 12" RCP CL IV @ 0.32%
1 2 3 4
EX. GRADE
PROP. GRADE
3 9
PR
OP
. 4' D
IA
M
.H
.
W/ 2' S
UM
P
RIM
657.10
10 11
PR
OP
. 4' D
IA
M
.H
.
W/ 2' S
UM
P
RIM
658.00
PR
OP
. 4' D
IA
R
.Y
.C
.B
.
W/ 2' S
UM
P
RIM
656.50
PR
OP
. 30" N
IN
V. 650.20
PR
OP
. 30" S
IN
V. 650.21
PR
OP
. 12" E
IN
V 653.80
PR
OP
. 8' D
IA
M
.H
.
W/ 2' S
UM
P
RIM
656.78
20 L.F.- 30" RCP
CL IV @ 0.10%
34 L.F.- KSI
2500
15 L.F.- 30" RCP
CL IV @ 0.10%
258 L.F.- 12" PVC SCH. 40 @ 0.32% 105 L.F.- 12" RCP CL IV @ 0.32%
HYDRAULIC GRADIENT
C-7
S.D.M.A.O.
08-26-2019
STORM SEWERPROFILES
1" = 30'
Know what's belowCall before you dig.
R
ngineering
BUILDING ADDITION
1255
A.O.
Job No.:
Scale:
Approved by:
Designed by: Drawn by:
REVISIONS
SHEET
PROJECT LOCATION
CLIENT
PROJECT
SEAL
Sheet:
Date Description
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
1000 Manufacturers Dr.City of WestlandWayne County, MI
STORM SEWER PROFILESCALE: HORIZONTAL 1" = 40'
VERTICAL 1" = 4'
STORM SEWER PROFILESCALE: HORIZONTAL 1" = 40'
VERTICAL 1" = 4'
STORM SEWER PROFILESCALE: HORIZONTAL 1" = 40'
VERTICAL 1" = 4'
STORM SEWER PROFILESCALE: HORIZONTAL 1" = 40'
VERTICAL 1" = 4'
STORM SEWER PROFILESCALE: HORIZONTAL 1" = 40'
VERTICAL 1" = 4'
Davenport Brothers
Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email:
CI
CI
MA
NU
FA
CT
UR
ES
D
RIV
E
C
H
E
S
A
P
E
A
K
E
&
O
H
I
O
R
A
I
L
R
O
A
D
NE
WB
UR
GH
R
D.
1
2
3
4
6
5ex
7
8
17ex
12
16
5aex
14
9
10
11
13
15
18
19
TOTAL DETAINED AREA 5.27 AC.
DETENTION POND0.45 AC.C = 1.0
0.16 AC.C = 0.72 0.21 AC.
C = 0.63
0.21 AC.C = 0.48
1.62 AC.C = 0.95
0.96 AC.C = 0.95
0.43 AC.C = 0.95
0.12 AC.C = 0.95
0.39 AC.C = 0.58
0.32 AC.C = 0.50
0.45 AC.C = 0.95
0.18 AC.C = 0.74
0.10 AC.C = 0.74
0.21 AC.C = 0.20
0.54 AC.C = 0.40
0.20 AC.C = 0.95
C-8
S.D.M.A.O.
08-26-2019
STORMCALCULATIONS &DRAINAGE MAP
1" = 30'
Know what's belowCall before you dig.
R
ngineering
BUILDING ADDITION
1255
A.O.
Job No.:
Scale:
Approved by:
Designed by: Drawn by:
REVISIONS
SHEET
PROJECT LOCATION
CLIENT
PROJECT
SEAL
Sheet:
Date Description
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
1000 Manufacturers Dr.City of WestlandWayne County, MI
DRAINAGE AREA MAPSCALE: 1" = 40'
Davenport Brothers
Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email:
DRAINAGE MAP LEGEND
A=2.22 AC.
C-9
S.D.M.A.O.
08-26-2019
DETENTION PONDCALCULATIONS &DETAILS
1" = 30'
Know what's belowCall before you dig.
R
ngineering
BUILDING ADDITION
1255
A.O.
Job No.:
Scale:
Approved by:
Designed by: Drawn by:
REVISIONS
SHEET
PROJECT LOCATION
CLIENT
PROJECT
SEAL
Sheet:
Date Description
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
1000 Manufacturers Dr.City of WestlandWayne County, MI
STEEL BAR GRATE
MIN. 25' BUFFER
FREEBOARD = 656.00
FLOOD CONTROL DESIGN WATER LEVEL ELEV. 655.00
1
6 (TYP.)
30" STORM SEWER PIPE
4' MIN.
CONCRETE BASE
PERMANENT WATER
POOL
WASHED STONE
MDOT 6A STONE
6" RISER OUTLET
APPROVED MATERIAL
1
4 (TYP.)
1
MIN. 2' SUMP
6 (TYP.)
OPEN DETENTION BASIN DETAIL
N.T.S.
OUTLET TEE
W/ 2" DIA. HOLE
3 - 1" HOLES
RISER 36" CMP
RIM 655.00
KSI 2500 TREATMENT
STRUCTURE
30" END SECTION
INV. 650.00
PROP. 4' DIA. M.H.
CONSTRUCTION SEQUENCE / TIMING SCHEDULE START DATE COMPLETION DATE
BANK FULL ELEV. 652.60
ELEV. 650.00
MIN. 25' BUFFER
FREEBOARD = 656.00
18" STORM
SEWER PIPE
Davenport Brothers
Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email:
RISERS AND OUTLET PIPES CONSTRUCTION NOTES
1. ALL RISER HOLES MUST BE PRE-DRILLED PROIOR TO RISER GALVANIZATION. THEMANUFACTURER OF CMP RISERS MUST CONTACT WAYNE COUNTY TESTINGOFFICE AT (734) 585-2776 AT LEAST 3 WORKING DAYS PRIOR TO FABRICATION OFRISER TO SCHEDULE INSPECTION DURING FABRICATION.
2. A WAYNE COUNTY PERMIT ENGINEER MUST OBSERVE INSTALLATION OF ALLFOREBAY AND DETENTION BASIN COMPONENTS. CONTRACTOR MUST CONTACTWAYNE COUNTY PERMIT OFFICE AT (734) 585-2764 AT LEAST 3 WORKING DAYSPRIOR TO RISER'S INSTALLATION TO SCHEDULE INSPECTION DURINGINSTALLATION.
1" DIAMETER
HOLES @ 4" O.C.
6 ROWS OF 28 HOLES
C-10
S.D.M.A.O.
08-26-2019
KSI DETAILS
1" = 30'
Know what's belowCall before you dig.
R
ngineering
BUILDING ADDITION
1255
A.O.
Job No.:
Scale:
Approved by:
Designed by: Drawn by:
REVISIONS
SHEET
PROJECT LOCATION
CLIENT
PROJECT
SEAL
Sheet:
Date Description
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
1000 Manufacturers Dr.City of WestlandWayne County, MI
Davenport Brothers
Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email:
KSI
SHOP DRAWING
KSI
SHOP DRAWING
KSI
SHOP DRAWING
KSI KENNEDY SOLUTIONS, INC.2111 Sage Lake RoadPrescott, MI 48756Ph: 800-699-4046Fx: 248-375-8144
KSI KSI
THE MANUFACTURER OF THE TREATMENT UNIT MUSTCONTACT WAYNE COUNTY TESTING OFFICE AT (734)585-2776 AT LEAST 3 WORKING DAYS PRIOR TOFABRICATION TO SCHEDULE INSPECTION DURINGMATERIAL FABRICATION.
PRIOR TO INSTALLATION, STORM WATERMANAGEMENT SYSTEM COMPONENTS SHALL BETESTED AND APPROVED BY THE WAYNE COUNTYTESTING OFFICE, AND OBSERVED DURINGINSTALLATION BY WAYNE COUNTY PERMIT ENGINEER.
CI
CI
MA
NU
FA
CT
UR
ES
D
RIV
E
C
H
E
S
A
P
E
A
K
E
&
O
H
I
O
R
A
I
L
R
O
A
D
NO PARKING
C-11
S.D.M.A.O.
08-26-2019
TRUCK ROUTEPLAN
1" = 30'
Know what's belowCall before you dig.
R
ngineering
BUILDING ADDITION
1255
A.O.
Job No.:
Scale:
Approved by:
Designed by: Drawn by:
REVISIONS
SHEET
PROJECT LOCATION
CLIENT
PROJECT
SEAL
Sheet:
Date Description
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
1000 Manufacturers Dr.City of WestlandWayne County, MI
SITE
LOCATION MAP
Davenport Brothers
Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email:
CI
C
I
MA
NU
FA
CT
UR
ES
D
RIV
E
C
H
E
S
A
P
E
A
K
E
&
O
H
I
O
R
A
I
L
R
O
A
D
C-12
S.D.M.A.O.
08-26-2019
EXHIBITS
1" = 30'
Know what's belowCall before you dig.
R
ngineering
BUILDING ADDITION
1255
A.O.
Job No.:
Scale:
Approved by:
Designed by: Drawn by:
REVISIONS
SHEET
PROJECT LOCATION
CLIENT
PROJECT
SEAL
Sheet:
Date Description
Orman Engineering, LLC
5476 Vivian Lane
Waterford, MI 48327
phone: 248.682.6001
email: [email protected]
1000 Manufacturers Dr.City of WestlandWayne County, MI
Davenport Brothers
Construction
301 Industrial Park Drive
Belleville, MI 48111
Contact: Mark W. Davenport
Phone: (734) 697-2994
Fax: (734) 697-0200
Cell: (734) 218-0462
Email:
EXHIBIT "A"LEGAL DESCRIPTION OF RECORD
LEGENDCITY OF WESTLANDMAINTENANCERESPONSIBILITY
SITE
LOCATION MAP
PROPERTY INFORMATION:
1000 MANUFACTURERS DR.CITY OF WESTLANDWAYNE COUNTY,MICHIGAN
PROPERTY OWNER:
NYX Incorporated36111 Schoolcraft Rd.Livonia, MI 48150Contact: Dilsher GillPhone: (734) 462-2385 ext. 498
ENGINEER:
ORMAN ENGINEERING LLC5476 VIVIAN LANEWATERFORD, MI 48327PHONE: (248) 682-6001FAX: (248) 682-6001
DATE: 01-10-20
SHEET 1 OF 1
N89° 58' 40"E 752.23'
S0
° 0
5' 5
2"W
3
13
.5
1'
S0
° 0
5' 5
2" W
60
.0
0'
S0
° 0
5' 5
2" W
2
00
.0
0'
S89° 58' 40"W 490.20'
S
2
9
°
3
4
'
4
4
"
E
(
R
)
S
2
9
°
3
4
'
4
3
"
E
(
M
)
6
8
.
9
8
'
(
M
)
S
2
9
°
3
4
'
4
4
"
E
(
R
)
S
2
9
°
3
4
'
4
3
"
E
(
M
)
2
2
9
.
9
2
'
S
2
9
°
3
4
'
4
4
"
E
(
R
)
S
2
9
°
3
4
'
4
3
"
E
(
M
)
5
2
8
.
7
7
'
S
2
9
°
3
4
'
4
4
"
E
(
R
)
S
2
9
°
3
4
'
4
3
"
E
(
M
)
2
2
9
.
8
7
'
S0
° 0
1' 2
0"E
1
13
.5
5'