0190-0491_PlanSet_BidIssue_2_of_4.pdf
PDF 17 MB Posted
- Attached to
- Fraser Industrial District S. A. D.
- Solicitation number
- 0190-0491
- Issued by
- Macomb County, Flint City, Michigan
About this file
This construction plan set details the comprehensive roadway reconstruction project for the Fraser Industrial District Special Assessment District (S.A.D.) in the City of Fraser, Michigan. The project involves complete removal and replacement of existing concrete pavement structures on multiple roads, including Riviera Drive, Doreka Drive, James J Pompo Drive, Vermander Drive, and Bennett Drive, spanning approximately 3 miles. The construction plans include detailed removal and replacement of concrete pavement with integral curb on aggregate base, storm drainage system replacement, sidewalk and sidewalk ramp reconstruction, driveway reconstruction, permanent pavement markings, traffic signage, and associated miscellaneous infrastructure improvements.
The engineering plans, prepared by Anderson, Eckstein and Westrick, Inc. in March 2025, provide comprehensive technical specifications and quantitative estimates for each road segment. Estimated quantities include station grading, pavement removal, driveway removal, drainage structure removal and replacement, sewer line replacements, underdrain installations, aggregate base preparation, concrete pavement installation, geotextile stabilization, and various appurtenant civil infrastructure elements. The project incorporates multiple utility considerations, including cautions about existing underground utilities like AT&T conduits and gas mains, and includes provisions for mailbox relocations, signage adjustments, and careful management of existing site conditions across the multiple roadways within the Fraser Industrial District.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 0190-0491_PlanSet_BidIssue_4_of_4.pdf | ||
| 0190-0491_PlanSet_BidIssue_1_of_4.pdf | ||
| 0190-0491_PlanSet_BidIssue_3_of_4.pdf | ||
| 0190-0491_Complete_SpecBook.pdf |
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Text version
B.M.#386
25+00 26+00 27+00 28+00 29+00 30+00 31+00
B.M.#385
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
48 REM--5/5/2025 6:20:23 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN RIVIERA.DWG
REMOVAL PLAN
RIVIERA DRIVE
STA. 25+00 TO STA. 31+69
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
48 REM--5/5/2025 6:20:23 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN RIVIERA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
BENCH MARK NO. 386
TOP OF HYDRANT @ # 34110
RIVERA DRIVE
ELEVATION: 616.71 (NAVD88)
BENCH MARK NO. 385
TOP HYDRANT BETWEEN #
17601 & # 17741 MALYN BLVD.
ELEVATION: 615.27 (NAVD88)
R
IV
IE
R
A D
R
IV
E (7
0' W
ID
E)
M A
LY
N
B
LV
D
(8 6'
W
ID
E)
CONSTRUCTION ℄
CAUTION:
CRITICAL UNDERGROUND UTILITY
BURIED AT&T CONDUIT(S)
IN THIS VICINITY
Pavt, Rem (TYP.)
Dr Structure, Rem
Relocate Boulders (Included in Station Grading)
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
LEGEND
Pavt, Rem
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
Dr Structure, Rem
Dr Structure, Rem
Dr Structure, Rem
Driveway, Rem (TYP.)
REMOVE MAILBOX POST
(PAID FOR ASPost, Mailbox)
Sign, Type III, Rem
SEE SHEET NO. 33
REMOVE MAILBOX POST
(PAID FOR ASPost, Mailbox)
REMOVE MAILBOX POST
(PAID FOR ASPost, Mailbox)
REMOVE MAILBOX POST
(PAID FOR ASPost, Mailbox)
REMOVE MAILBOX POST
(PAID FOR ASPost, Mailbox)
REMOVE MAILBOX POST
(PAID FOR ASPost, Mailbox)
REMOVE MAILBOX POST
(PAID FOR ASPost, Mailbox)
Sign, Type III, Rem
REMOVE MAILBOX POST
(PAID FOR ASPost, Mailbox)
SEE SHEET NO. 30
Sewer, Rem, Less than 24 inch (32 Ft)
Sewer, Rem, Less than 24 inch (32 Ft)
Sewer, Rem, Less than 24 inch (9 Ft)
Sewer, Rem, Less than 24 inch ( 4 Ft)
ESTIMATED QUANTITIES
(THIS SHEET)
1. Station Grading 7.5 Sta
2. Pavt, Rem 2698 Syd
3. Driveway, Rem 715 Syd
4. Dr Structure, Rem 5 Ea
5. Sewer, Rem, Less than 24 inch 77 Ft
6. Sign, Type III, Rem 3 Ea
Sign, Type III, Rem
Driveway, Rem
Dr Structure, Rem
B.M.#386
25+00 26+00 27+00 28+00 29+00 30+00 31+00
B.M.#385
+0
+0
32+00
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
49 CONST--5/5/2025 5:57:19 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN RIVIERA.DWG
CONSTRUCTION PLAN
RIVIERA DRIVE
STA. 25+00 TO STA. 31+69
0 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
49 CONST--5/5/2025 5:57:19 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN RIVIERA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
BENCH MARK NO. 386
TOP OF HYDRANT @ # 34110
RIVERA DRIVE
ELEVATION: 616.71 (NAVD88)
BENCH MARK NO. 385
TOP HYDRANT BETWEEN #
17601 & # 17741 MALYN BLVD.
ELEVATION: 615.27 (NAVD88)
R
IV
IE
R
A D
R
IV
E (7
0' W
ID
E)
M A
LY
N
B
LV
D
(8 6'
W
ID
E)
Driveway, Nonreinf Conc, 8 inch
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch (TYP.)
Underdrain, Subgrade, 6 inch (TYP.)
ESTIMATED QUANTITIES
(THIS SHEET)
1. Sewer, Cl IV, 15 inch, Tr Det B 73 Ft
2. Dr Structure, Tap, 15 inch 1 Ea
3. Dr Structure, 48 inch dia 4 Ea
4. Catch Basin Cover, Fraser 4 Ea
5. Storm Manhole Cover, Fraser 2 Ea
6. Sanitary Manhole Cover, Fraser 1 Ea
7. Dr Structure Cover, Adj, Case 2 2 Ea
8. Sanitary Manhole Cover, Adj, Case 1 1 Ea
9. Gate Well Cover, Adj, Case 2 1 Ea
10. External Structure Wrap, 18 inch 4 Ea
11. Underdrain, Subgrade, 6 inch 1,339 Ft
12. Aggregate Base, 10 inch 2,836 Syd
13. Conc Pavt with Integral Curb, Nonreinf, 9 inch 2,678 Syd
14. Geotextile, Stabilization 2,836 Syd
15. Driveway, Nonreinf Conc, 8 inch 705 Syd
16. Post, Mailbox 11 Ea
35 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 28+66.0, 16.0' RT.
RIM 611.47
15" IE 606.86 (NE)
15" IE 606.96 (W)
6" IE 608.47 (N&S)
LEGEND
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch, Modified
Driveway, Nonreinf Conc, 8 inch
Sidewalk, Conc, 4 inch
CONSTRUCTION ℄
CAUTION:
CRITICAL UNDERGROUND UTILITY
BURIED AT&T CONDUIT(S)
IN THIS VICINITY
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2 CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
36 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 28+66.0, 16.0' LT.
RIM 611.47
15" IE 607.12 (E)
6" IE 608.47 (N&S)
33 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 25+71.0, 16.0' RT.
RIM 611.66
EX. 15" IE 607.24 (N)
15" IE 607.34 (W)
6" IE 608.66 (N&S)
34 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 25+71.0, 16.0' LT.
RIM 611.66
EX. 4" IE 608.78 (W)
EX. __" IE 607.98 (W)
15" IE 607.50 (E)
6" IE 608.66 (N&S)
Dr Structure, Adj, Case 2 Dr Structure, Adj, Case 2
Sewer, Cl IV, 15 inch, Tr Det B (32 Ft) AT 0.50%
Sewer, Cl IV, 15 inch, Tr Det B (32 Ft) AT 0.50%
Sewer, CL IV, 15 inch, Tr Det B
(9 FT) AT 0.50%
Underdrain, Subgrade, 6 inch (TYP.)
SEE SHEET NO. 34
SEE SHEET NO. 31
Sanitary Manhole Cover, Adj, Case 1
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
Dr Structure, Tap, 15 inch 15" IE 606.81 (SW)Gate Well Cover, Adj, Case 2
Post, Mailbox - 3 Ea
Post, Mailbox Post, Mailbox
Post, Mailbox
Post, Mailbox
Post, Mailbox
Post, Mailbox Post, Mailbox
Post, Mailbox
MULTICORELINK:01_ConstPlan Malyn-31 CONST
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25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
0.40% -0.42% 1.00%0.40%
-1.06%
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PROPOSED CENTERLINE OF PAVEMENT
PROPOSED RIGHT TOP OF CURB
PROPOSED RIGHT GUTTER
PROPOSED LEFT TOP OF CURB
PROPOSED LEFT GUTTER
33 35
EX. 4" IE 608.78 (W)
EX __" IE 607.98 (w)
15" IE 607.50 (E)
6" IE 608.66 (N&S)
15" IE 607.12 (E)
6" IE 608.47 (N&S)
15" IE 606.86 (NE)
15" IE 606.96 (W)
6" IE 608.47 (N&S)
EX. 15" IE 607.24 (N)
15" IE 607.34 (W)
6" IE 608.65 (N&S)
M
A
LY
N B
LV
D
ESR MAV MARCH 2025
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
50 PROFILE--5/5/2025 5:57:52 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN RIVIERA.DWG
CONSTRUCTION
PROFILES
RIVIERA DRIVE
STA. 25+00 TO STA. 31+69
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
50 PROFILE--5/5/2025 5:57:52 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN RIVIERA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
30 HORIZ.
1" = 3' VERT.
15 30 60
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
B.M.#391
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
10+00
+0
B.M.#390
10+00
+0
+3
+0
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
51 REM--5/5/2025 5:58:13 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
REMOVAL PLAN
DOREKA DRIVE
STA. 10+00 TO STA. 17+50
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
51 REM--5/5/2025 5:58:13 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
7+
(S
EE
S H
EE
T
BENCH MARK NO. 390
CHISELED "X" SOUTH RIM GVW
AT NORTHEAST CORNER
RIVIERA & CROSS ROAD.
ELEVATION: 614.69 (NAVD88)
BENCH MARK NO. 391
TOP OF HYDRANT 3'± NORTH
OF CURB AT DRIVE FOR #33847
DOREKA
ELEVATION: 616.95 (NAVD88)
C R
O
SS
R O
A D
(7 0'
W
ID
E)
DOREKA DRIVE
(70' WIDE)
JA
M
ES
J
P O
M
PO
D R
IV
E
(7 0'
W
ID
E)
CONSTRUCTION ℄
Pavt, Rem (TYP.)
Dr Structure, Rem
Driveway, Rem (TYP.)
Relocate Boulders (TYP) (Included in Station Grading)
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
Dr Structure, Rem
Dr Structure, Rem
Dr Structure, Rem
Dr Structure, Rem
LEGEND
Pavt, Rem
Sign, Type III, Rem
SEE SHEET NO. 66REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
SEE SHEET NO. 81
Sewer, Rem, Less than 24 inch ( 33 Ft)
Sewer, Rem, Less than 24 inch ( 33 Ft)
Sewer, Rem, Less than 24 inch ( 6 Ft)
Sewer, Rem, Less than 24 inch ( 7 Ft)
Sewer, Rem, Less than 24 inch ( 75 Ft)
ESTIMATED QUANTITIES
(THIS SHEET)
1. Station Grading 8.2 Sta
2. Pavt, Rem 3244 Syd
3. Driveway, Rem 631 Syd
4. Dr Structure, Rem 7 Ea
5. Sewer, Rem, Less than 24 inch 202 Ft
6. Sewer, Rem, 24 inch to 48 inch 3 Ea
7. Sign, Type III, Rem 2 Ea
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
Sewer, Rem, Less than 24 inch ( 33 Ft)
Sewer, Rem, Less than 24 inch ( 15 Ft)
Dr Structure, Rem
Dr Structure, Rem
Driveway, Rem
Sewer, Rem, 24 inch to 48 inch ( 3 Ft)
23.1'
Sign, Type III, Rem
MULTICORELINK:01_ConstPlan James-66 REM MULTICORELINK:01_ConstPlan Cross-81 REM
B.M.#391
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
10+00
+0
B.M.#390
10+00
+0
+3
+0
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
52 CONST--5/5/2025 5:58:20 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
CONSTRUCTION PLAN
DOREKA DRIVE
STA. 10+00 TO STA. 17+50
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
52 CONST--5/5/2025 5:58:20 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
7+
(S
EE
S H
EE
T
BENCH MARK NO. 390
CHISELED "X" SOUTH RIM GVW
AT NORTHEAST CORNER
RIVIERA & CROSS ROAD.
ELEVATION: 614.69 (NAVD88)
BENCH MARK NO. 391
TOP OF HYDRANT 3'± NORTH
OF CURB AT DRIVE FOR #33847
DOREKA
ELEVATION: 616.95 (NAVD88)
C R
O
SS
R O
A D
(7 0'
W
ID
E)
DOREKA
DRIVE
(70' WIDE)
JA
M
ES
J
P O
M
PO
D R
IV
E
(7 0'
W
ID
E)
Driveway, Nonreinf Conc, 8 inch Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch (TYP.)
Underdrain, Subgrade, 6 inch (TYP.)
Sewer, Cl IV, 18 inch, Tr Det B (7 Ft) AT 0.57%
Dr Structure, Tap, 18 inch
18" IE 607.90 (E)
Dr Structure, Adj, Case 1
ESTIMATED QUANTITIES
(THIS SHEET)
1. Sewer, Cl IV, 12 inch, Tr Det B 48 Ft
2. Sewer, Cl IV, 15 inch, Tr Det B 71 Ft
3. Sewer, Cl IV, 18 inch, Tr Det B 81 Ft
4. Sewer, Cl IV, 27 inch, Tr Det B 3 Ft
5. Dr Structure, Tap, 12 inch 1 Ea
6. Dr Structure, Tap, 15 inch 1 Ea
7. Dr Structure, Tap, 18 inch 1 Ea
8. Dr Structure, 48 inch dia 7 Ea
9. Catch Basin Cover, Fraser 7 Ea
10. Sanitary Manhole Cover, Fraser 2 Ea
11. Sanitary Manhole Cover, Adj, Case 1 2 Ea
12. Dr Structure Cover, Adj, Case 1 1 Ea
13. External Structure Wrap, 18 inch 7 Ea
14. Underdrain, Subgrade, 6 inch 1,634 Ft
15. Aggregate Base, 10 inch 3,684 Syd
16. Conc Pavt with Integral Curb, Nonreinf, 9 inch 3,490 Syd
17. Geotextile, Stabilization 3,684 Syd
18. Driveway, Nonreinf Conc, 8 inch 622 Syd
19. Post, Mailbox 6 Ea
LEGEND
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch, Modified
Driveway, Nonreinf Conc, 8 inch
Sidewalk, Conc, 4 inch
38 40
37 39 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 13+80.0, 16.0' LT.
RIM 612.36
15" IE 608.20 (W&E)
6" IE 609.36 (N&S)
41 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 16+81.0, 16' LT.
RIM 612.37
18" IE 607.94 (E&W)
6" IE 609.37 (N&S)
38 40
CONSTRUCTION ℄
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
Sewer, Cl IV, 15 inch, Tr Det B (32 Ft) AT 0.50%
Sewer, Cl IV, 15 inch, Tr Det B (32 Ft) AT 0.50%
Dr Structure, Tap, 15 inch
15" IE 608.16 (E)
Underdrain, Subgrade, 6 inch (TYP.)
SEE SHEET NO. 67
SEE SHEET NO. 82
Sewer, Cl IV, 12 inch, Tr Det B (32 Ft) AT 0.50%
Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 10+80.0,16.0' LT.
RIM 612.02
EX. 15" IE 608.52 (SW)
EX. 15" IE 608.27 (N)
15" IE 608.37 (E)
6" IE 609.02 (N&S)
Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 10+80.0,16.0' RT.
RIM 612.02
EX. 10" IE 608.56 (SW)
EX. 15" IE 608.71 (E)
15" IE 608.53 (W)
6" IE 609.02 (N&S)
Sanitary Manhole Cover, Adj, Case 1
Sanitary Manhole Cover, Adj, Case 1
Post, Mailbox Post, Mailbox - 4 Ea
Post, Mailbox
Post, Mailbox
Post, Mailbox
Sewer, CL IV, 15 inch, Tr Det B
(7 FT) AT 0.57%
Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 13+80.0, 16.0' RT.
RIM 612.36
15" IE 608.36 (W)
6" IE 609.36 (N&S)
Sewer, CL IV, 18 inch, Tr Det B
(74 FT) AT 0.50%
42 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 16+79.7, 57.9' RT.
RIM 611.78
EX. 8" IE 608.66 (S)
18" IE 608.31 (W)
12" IE 608.41 (N)
6" IE 609.28 (E&W)
43 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 17+11.7, 58.1' RT.
RIM 611.78
12" IE 608.57 (N&S)
6" IE 609.28 (E&W)
Dr Structure, Tap, 12 inch
12" IE 609.67 (S)
Sewer, Cl IV, 12 inch, Tr Det B (16 Ft) AT 6.88%
Sewer, CL IV, 27 inch, Tr Det B (3 FT)
MULTICORELINK:01_ConstPlan James-67 CONST MULTICORELINK:01_ConstPlan Cross-82 CONST
EX
. 6
.6
C L.
.4
EX
. 6
.0
C L.
.0
EX
. 6
.8
C L.
.0
EX
. 6
.7
C L.
.8
EX
. 6
.1
C L.
.4
EX
. 6
.9
C L.
.1
EX
. 6
.8
C L.
.7
EX
. 6
.6
C L.
.4
EX
. 6
.8
C L.
.7
EX
. 6
.1
C L.
.2
EX
. 6
.7
C L.
.8
EX
. 6
.0
C L.
.1
EX
. 6
.0
C L.
.3
EX
. 6
.8
C L.
.8
EX
. 6
.0
C L.
.9
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
T/ C
.4
G U
T
2.
T/ C
.0
G U
T
2.
T/ C
.0
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T
2.
T/ C
.8
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.4
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2.
T/ C
.3
G U
T
3.
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
-0.40% 0.58% -0.40% 0.61% -0.52%
ST
A.
0+
.2
C
L.
.6
ST
A.
0+
.0
C
L.
.3
ST
A.
2+
.0
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L.
.2
ST
A.
3+
.0
C
L.
.6
ST
A.
5+
.0
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L.
.5
ST
A.
6+
.0
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L.
.7
JA
M
ES
J
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PO
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IV
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.9
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+0
4.
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T/
C
.6
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2.
+8
0.
(L P)
T/ C
.3
R
IM
.0
+3
7.
(H P)
T/ C
.2
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T.
.9
+8
0.
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T/ C
.6
R
IM
.3
+2
0.
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T/ C
.5
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T.
.2
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T/ C
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IM
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+0
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T/ C
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T/ C
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R
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.2
+3
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3.
(P C
PROPOSED CENTERLINE OF PAVEMENT
PROPOSED CENTERLINE OF PAVEMENT
PROPOSED LEFT TOP OF CURB
PROPOSED LEFT TOP OF CURB
PROPOSED LEFT GUTTER
PROPOSED RIGHT TOP OF CURB
PROPOSED RIGHT GUTTER
EX. 10" IE 608.56 (SW)
EX. 15" IE 608.71 (E)
15" IE 608.53 (W)
6" IE 612.02 (N&S)
15" IE 608.36 (W)
6" IE 609.36 (N&S)
EX. 15" IE 608.52 (SW)
EX. 15" IE 608.27 (N)
15" IE 608.37 (E)
6" IE 609.02 (N&S)
39 41
18" IE 607.94 (E&W)
6" IE 609.37 (N&S)15" IE 608.20 (W&E)
6" IE 609.36 (N&S)
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
53 PROFILE--5/5/2025 5:58:53 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
CONSTRUCTION
PROFILES
DOREKA DRIVE
STA. 10+00 TO STA. 17+50
ESR MAV MARCH 2025
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
53 PROFILE--5/5/2025 5:58:53 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
7+
(S
EE
S H
EE
T
30 HORIZ.
1" = 3' VERT.
15 30 60
B.M.#392
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
54 REM--5/5/2025 5:58:59 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
REMOVAL PLAN
DOREKA DRIVE
STA. 17+50 TO STA. 25+00
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
54 REM--5/5/2025 5:58:59 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
7+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
BENCH MARK NO. 391
TOP OF HYDRANT 3'± NORTH
OF CURB AT DRIVE FOR #33847
DOREKA
ELEVATION: 616.95 (NAVD88)
BENCH MARK NO. 392
TOP OF HYDRANT WESTSIDE
DOREKA BETWEEN #33909 & #33957
ELEVATION: 616.29 (NAVD88)
DOREKA DRIVE
(70' WIDE)
DOREKA DRIVE
(70' WIDE)CONSTRUCTION ℄
Pavt, Rem (TYP.)
Dr Structure, Rem
Driveway, Rem (TYP.)
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
LEGEND
Pavt, Rem
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
Dr Structure, Rem
Dr Structure, Rem
Dr Structure, Rem
Sign, Type III, Rem
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
Sign, Type III, Rem
Sewer, Rem, Less than 24 inch ( 9 Ft)
Sewer, Rem, Less than 24 inch ( 33 Ft)
Sewer, Rem, Less than 24 inch ( 9 Ft)
Sewer, Rem, Less than 24 inch ( 32 Ft)
Sewer, Rem, 24 inch to 48 inch ( 3 Ft)
Sewer, Rem, 24 inch to 48 inch ( 3 Ft)
160'30'
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
ESTIMATED QUANTITIES
(THIS SHEET)
1. Station Grading 7.5 Sta
2. Pavt, Rem 3011 Syd
3. Driveway, Rem 618 Syd
4. Dr Structure, Rem 4 Ea
5. Sewer, Rem, Less than 24 inch 83 Ft
6. Sewer, Rem, 24 inch to 48 inch 6 Ft
7. Sign, Type III, Rem 2 Ea Driveway, Rem
B.M.#392
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
55 CONST--5/5/2025 5:59:05 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
CONSTRUCTION
PLAN
DOREKA DRIVE
STA. 17+50 TO STA. 25+00
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
55 CONST--5/5/2025 5:59:05 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
7+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
BENCH MARK NO. 391
TOP OF HYDRANT 3'± NORTH
OF CURB AT DRIVE FOR #33847
DOREKA
ELEVATION: 616.95 (NAVD88)
BENCH MARK NO. 392
TOP OF HYDRANT WESTSIDE
DOREKA BETWEEN #33909 & #33957
ELEVATION: 616.29 (NAVD88)
DOREKA
DRIVE
(70' WIDE)
DOREKA
DRIVE
(70' WIDE)
Driveway, Nonreinf Conc, 8 inch
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch (TYP.)
Underdrain, Subgrade, 6 inch (TYP.)
Sewer, Cl IV, 15 inch, Tr Det B (32 Ft) AT 0.50%
Dr Structure, Adj, Case 2
ESTIMATED QUANTITIES
(THIS SHEET)
1. Sewer, Cl IV, 15 inch, Tr Det B 85 Ft
2. Sewer, Cl IV, 42 inch, Tr D B 6 Ft
3. Dr Structure, Tap, 15 inch 2 Ea
4. Dr Structure, 48 inch dia 4 Ea
5. Catch Basin Cover, Fraser 4 Ea
6. Dr Structure Cover, Adj, Case 2 2 Ea
7. External Structure Wrap, 18 inch 4 Ea
8. Underdrain, Subgrade, 6 inch 1,500 Ft
9. Aggregate Base, 10 inch 3,176 Syd
10. Conc Pavt with Integral Curb, Nonreinf, 9 inch 3,000 Syd
11. Geotextile, Stabilization 3,176 Syd
12. Driveway, Nonreinf Conc, 8 inch 604 Syd
13. Post, Mailbox 9 Ea
LEGEND
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch, Modified
Driveway, Nonreinf Conc, 8 inch
Sidewalk, Conc, 4 inch
CONSTRUCTION ℄
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
44 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 21+85.0, 16.0' LT.
RIM 613.03
15" IE 608.43 (E&W)
6" IE 610.03 (N&S)
46 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 24+89.0, 16.0' LT.
RIM 611.82
15" IE 607.97 (E&W)
6" IE 608.82 (N&S)
Dr Structure, Adj, Case 2
Sewer, Cl IV, 15 inch, Tr Det B (32 Ft) AT 0.50%
Sewer, CL IV, 15 inch, Tr Det B
(10 FT) AT 0.50%
Underdrain, Subgrade, 6 inch (TYP.)
Sewer, Cl IV, 42 inch, Tr Det B (3 Ft)Sewer, Cl IV, 42 inch, Tr Det B (3 Ft)
Dr Structure, Tap, 15 inch
15" IE 608.38 (E)
Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 21+85.0, 16.0' RT.
RIM 613.03
15" IE 608.59 (W)
6" IE 610.03 (N&S)
Sewer, CL IV, 15 inch, Tr Det B
(11 FT) AT 0.55%
Dr Structure, Tap, 15 inch
15" IE 607.91 (E)
Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 24+89.0, 16.0' RT.
RIM 611.82
EX. 15" 608.15 (NE)
15" IE 608.15 (W)
6" IE 608.82 (N&S)
Post, Mailbox
Post, Mailbox
Post, Mailbox
Post, Mailbox
Post, Mailbox
Post, Mailbox
Post, Mailbox
EX
. 6
.2
C L.
.1
EX
. 6
.7
C L.
.5
EX
. 6
.0
C L.
.9
EX
. 6
.7
C L.
.7
EX
. 6
.2
C L.
.3
EX
. 6
.2
C L.
.9
EX
. 6
.7
C L.
.5
EX
. 6
.3
C L.
.2
EX
. 6
.0
C L.
.9
EX
. 6
.5
C L.
.3
EX
. 6
.8
C L.
.7
EX
. 6
.0
C L.
.0
EX
. 6
.5
C L.
.5
EX
. 6
.1
C L.
.1
EX
. 6
.9
C L.
.7
EX
. 6
.4
C L.
.3
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
T/ C
.1
G U
T
2.
T/ C
.5
G U
T
3.
T/ C
.9
G U
T
3.
T/ C
.7
G U
T
3.
T/ C
.2
G U
T
2.
T/ C
.9
G U
T
2.
T/ C
.5
G U
T
2.
T/ C
.2
G U
T
1.
T/ C
.3
G U
T
3.
T/ C
.7
G U
T
3.
T/ C
.0
G U
T
3.
T/ C
.5
G U
T
3.
T/ C
.1
G U
T
2.
T/ C
.7
G U
T
2.
T/ C
.3
G U
T
1.
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
-0.51%
-0.40% 0.40%
ST
A.
0+
.0
C
L.
.1
ST
A.
1+
.0
C
L.
.3
ST
A.
4+
.0
C
L.
.1
T/ C
.1
G U
T
2.
T/ C
.5
G U
T
3.
T/ C
.9
G U
T
3.
T/ C
.7
G U
T
3.
T/ C
.2
G U
T
2.
T/ C
.9
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T
2.
T/ C
.5
G U
T
2.
T/ C
.2
G U
T
1.
T/ C
.9
G U
T
2.
T/ C
.3
G U
T
3.
T/ C
.7
G U
T
3.
T/ C
.0
G U
T
3.
T/ C
.5
G U
T
3.
T/ C
.1
G U
T
2.
T/ C
.7
G U
T
2.
T/ C
.3
G U
T
1.
+3
5.
(H P)
T/ C
.1
G U
T.
.7
+8
5.
(L P)
T/ C
.3
R
IM
.0
+8
9.
(L P)
T/ C
.1
R
IM
.8
+5
3.
(P C
T/
C
.9
G
U T
2.
+3
5.
(H P)
T/ C
.1
G U
T.
.7
+8
5.
(L P)
T/ C
.3
R
IM
.0
+8
9.
(L P)
T/ C
.1
R
IM
.8
PROPOSED CENTERLINE OF PAVEMENT
PROPOSED LEFT TOP OF CURB
PROPOSED LEFT GUTTER
PROPOSED RIGHT TOP OF CURB
PROPOSED RIGHT GUTTER
15" IE 608.59 (W)
6" IE 610.03 (N&S)
15" IE 608.43 (E&W)
6" IE 610.03 (N&S) 15" IE 607.97 (E&W)
6" IE 608.82 (N&S)
EX. 15" IE 608.15 (NE)
15" IE 608.15 (E&W)
6" IE 608.82 (N&S)
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
56 PROFILE--5/5/2025 5:59:40 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
CONSTRUCTION
PROFILES
DOREKA DRIVE
STA. 17+50 TO STA. 25+00
ESR MAV MARCH 2025
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
56 PROFILE--5/5/2025 5:59:40 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
30 HORIZ.
1" = 3' VERT.
15 30 60
M
AT
C H
L
IN
E
ST
A.
7+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
7+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
7+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
B.M.#393
25+00 26+00 27+00 28+00 29+00 30+00
B.M.#394
+0
+0
+0
31+00 32+00
B.M.#394
32+00
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
57 REM--5/5/2025 5:59:56 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
REMOVAL PLAN
DOREKA DRIVE
STA. 25+00 TO STA. 32+50
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
57 REM--5/5/2025 5:59:56 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
2+
(S
EE
S H
EE
T
BENCH MARK NO. 392
TOP OF HYDRANT WESTSIDE
DOREKA BETWEEN #33909 & #33957
ELEVATION: 616.29 (NAVD88)
BENCH MARK NO. 393
CHISELED "X" WEST RIM
SANITARY MANHOLE,
NORTHSIDE OF SOUTH
DRIVE AT #34152 DOREKA
ELEVATION: 612.61 (NAVD88)
BENCH MARK NO. 394
CHISELED "X" NORTH RIM SANITARY
MANHOLE AT PC OF DOREKA AT
NORTHEAST CORNER DOREKA AND
MALYN BLVD.
ELEVATION: 612.98 (NAVD88)
DOREKA DRIVE
(70' WIDE)
DOREKA DRIVE
(70' WIDE)
M A
LY
N
B
LV
D
(8 6'
W
ID
E)
CAUTION:
CRITICAL UNDERGROUND UTILITY
BURIED AT&T CONDUIT(S)
IN THIS VICINITY
Pavt, Rem (TYP.)
Dr Structure, Rem Relocate Boulders (TYP) (Included in Station Grading)
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
LEGEND
Pavt, Rem
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
Dr Structure, Rem
SUPPORT AND PROTECT
EX. UTILITY POLE AND
GUY ANCHORS
SUPPORT AND PROTECT
EX. GUY ANCHORS
Driveway, Rem (TYP.)
Sign, Type III, Rem
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
Sign, Type III, Rem
Sign, Type III, Rem
SEE SHEET NO. 34
SEE SHEET NO. 34
Sewer, Rem, Less than 24 inch ( 9 Ft)
Sewer, Rem, Less than 24 inch ( 32 Ft)
Pavt, Rem (TYP.)
ESTIMATED QUANTITIES
(THIS SHEET)
1. Station Grading 7.5 Sta
2. Pavt, Rem 3019 Syd
3. Driveway, Rem 692 Syd
4. Dr Structure, Rem 2 Ea
5. Sewer, Rem, Less than 24 inch 42 Ft
6. Sign, Type III, Rem 3 Ea
Driveway, Rem
MULTICORELINK:01_ConstPlan Malyn-34 CONST
B.M.#393
25+00 26+00 27+00 28+00 29+00 30+00
B.M.#394
+0
+0
+0
31+00 32+00
B.M.#394
32+00
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
58 CONST--5/5/2025 6:00:11 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
CONSTRUCTION PLAN
DOREKA DRIVE
STA. 25+00 TO STA. 32+50
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
58 CONST--5/5/2025 6:00:11 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
2+
(S
EE
S H
EE
T
BENCH MARK NO. 392
TOP OF HYDRANT WESTSIDE
DOREKA BETWEEN #33909 & #33957
ELEVATION: 616.29 (NAVD88)
BENCH MARK NO. 393
CHISELED "X" WEST RIM
SANITARY MANHOLE,
NORTHSIDE OF SOUTH
DRIVE AT #34152 DOREKA
ELEVATION: 612.61 (NAVD88)
BENCH MARK NO. 394
CHISELED "X" NORTH RIM SANITARY
MANHOLE AT PC OF DOREKA AT
NORTHEAST CORNER DOREKA AND
MALYN BLVD.
ELEVATION: 612.98 (NAVD88)
DOREKA DRIVE
(70' WIDE)
DOREKA DRIVE
(70' WIDE)
M A
LY
N
B
LV
D
(8 6'
W
ID
E)
Driveway, Nonreinf Conc, 8 inch
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch (TYP.)
Underdrain, Subgrade, 6 inch (TYP.)
Sewer, Cl IV, 15 inch, Tr Det B (32 Ft) AT 0.50%
Sewer, CL IV, 15 inch, Tr Det B
(10 FT) AT 0.50%
Dr Structure, Adj, Case 2
ESTIMATED QUANTITIES
(THIS SHEET)
1. Sewer, Cl IV, 15 inch, Tr Det B 42 Ft
2. Dr Structure, Tap, 15 inch 1 Ea
3. Dr Structure, 48 inch dia 2 Ea
4. Catch Basin Cover, Fraser 2 Ea
5. Sanitary Manhole Cover, Fraser 1 Ea
6. Dr Structure Cover, Adj, Case 2 1 Ea
7. Sanitary Manhole Cover, Adj, Case 1 1 Ea
8. Storm Sewer, CIPP Lining, 36 inch 280 Ft
9. External Structure Wrap, 18 inch 2 Ea
10. Underdrain, Subgrade, 6 inch 1,260 Ft
11. Aggregate Base, 10 inch 2,672 Syd
12. Conc Pavt with Integral Curb, Nonreinf, 9 inch 2,516 Syd
13. Geotextile, Stabilization 2,672 Syd
14. Driveway, Nonreinf Conc, 8 inch 663 Syd
15. Post, Mailbox 5 Ea
LEGEND
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch, Modified
Driveway, Nonreinf Conc, 8 inch
Sidewalk, Conc, 4 inch
CAUTION:
CRITICAL UNDERGROUND UTILITY
BURIED AT&T CONDUIT(S)
IN THIS VICINITY
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
SUPPORT AND PROTECT
EX. UTILITY POLE AND
GUY ANCHORS
SUPPORT AND PROTECT
EX. GUY ANCHORS
Underdrain, Subgrade, 6 inch (TYP.)
SEE SHEET NO. 34
SEE SHEET NO. 34
Sanitary Manhole Cover, Adj, Case 1
Dr Structure, Tap, 15 inch
15" IE 607.10 (E)
Post, Mailbox - 2 Ea
Post, Mailbox
Post, Mailbox
Storm Sewer, CIPP Lining, 36 inch (280 Ft THIS SHEET)
316 FT. FROM MANHOLE TO MANHOLE
48 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 27+84.0, 16.0' LT.
RIM 611.89
15" IE 607.15 (E&W)
6" IE 608.89 (N&S)
49 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 27+84.0, 16.0' RT.
RIM 611.89
EX. 15" IE 608.14 (E)
15" IE 607.31 (W)
6" IE 608.89 (N&S)
Underdrain, Subgrade, 6 inch (TYP.)
EX
. 6
.3
C L.
.2
EX
. 6
.6
C L.
.8
EX
. 6
.5
C L.
.5
EX
. 6
.2
C L.
.2
EX
. 6
.5
C L.
.6
EX
. 6
.8
C L.
.8
EX
. 6
.0
C L.
.1
EX
. 6
.8
C L.
.6
EX
. 6
.5
C L.
.5
EX
. 6
.7
C L.
.7
EX
. 6
.2
C L.
.3
EX
. 6
.4
C L.
.4
EX
. 6
.8
C L.
.8
EX
. 6
.5
C L.
.5
EX
. 6
.1
C L.
.2
EX
. 6
.6
C L.
.4
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
T/ C
.2
G U
T
1.
T/ C
.8
G U
T
2.
T/ C
.5
G U
T
2.
T/ C
.2
G U
T
1.
T/ C
.6
G U
T
2.
T/ C
.8
G U
T
2.
T/ C
.6
G U
T
2.
T/ C
.5
G U
T
2.
T/ C
.7
G U
T
2.
T/ C
.3
G U
T
2.
T/ C
.4
G U
T
2.
T/ C
.8
G U
T
2.
T/ C
.5
G U
T
2.
T/ C
.4
G U
T
2.
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
0.59% -0.40% 0.40% -1.00% 1.41%
1.00% -0.70%
-0.81%
ST
A.
6+
.0
C
L.
.9
ST
A.
7+
.0
C
L.
.2
ST
A.
9+
.0
C
L.
.0
ST
A.
0+
.3
C
L.
.3
ST
A.
1+
.8
C
L.
.1
ST
A.
1+
.8
C
L.
.2
ST
A.
1+
.8
C
L.
.1
ST
A.
1+
.5
C
L.
.7
M
A
LY
N B
LV
D
M A
LY
N
B
LV
D
T/ C
.2
G U
T
1.
T/ C
.8
G U
T
2.
T/ C
.5
G U
T
2.
T/ C
.2
G U
T
1.
T/ C
.6
G U
T
2.
T/ C
.8
G U
T
2.
T/ C
.6
G U
T
2.
T/ C
.5
G U
T
2.
T/ C
.7
G U
T
2.
T/ C
.3
G U
T
2.
T/ C
.4
G U
T
2.
T/ C
.8
G U
T
2.
T/ C
.5
G U
T
2.
T/ C
.4
G U
T
2.
+8
4.
(L P)
T/ C
.2
R
IM
.8
+7
0.
(P C
T/
C
.3
G
U T
2.
+8
6.
(P C
T/
C
.7
G
U T
2.
+1
5.
(H P)
T/ C
.8
G U
T.
.5
+8
0.
(H P)
T/ C
.0
G U
T.
.6
+1
5.
(H P)
T/ C
.8
G U
T.
.5
+8
4.
(L P)
T/ C
.2
R
IM
.8
+8
0.
(H P)
T/ C
.0
G U
T.
.6
+6
5.
(P C
T/
C
.4
G
U T
2.
+8
1.
(P C
T/
C
.6
G
U T
2.
PROPOSED CENTERLINE OF PAVEMENT
PROPOSED LEFT TOP OF CURB
PROPOSED LEFT GUTTER
PROPOSED RIGHT TOP OF CURB
PROPOSED RIGHT GUTTER
31+86.52 (HP)
T/C 612.74
GUT. 612.41
15" IE 607.97 (E&W)
6" IE 608.82 (N&S)
EX. 15" IE 608.15 (NE)
15" IE 608.15 (E&W)
6" IE 608.82 (N&S)
15" IE 607.15 (E&W)
6" IE 608.89 (N&S)
EX. 15" IE 608.14 (E)
15" IE 607.31 (E&W)
6" IE 608.89 (N&S)
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
59 PROFILE--5/5/2025 6:00:45 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
CONSTRUCTION
PROFILES
DOREKA DRIVE
STA. 25+00 TO STA. 32+50
ESR MAV MARCH 2025
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
59 PROFILE--5/5/2025 6:00:45 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
30 HORIZ.
1" = 3' VERT.
15 30 60
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
2+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
2+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
2+
(S
EE
S H
EE
T
B.M.#395
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00
+0
+0
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
60 REM--5/5/2025 6:00:51 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
REMOVAL PLAN
DOREKA DRIVE
STA. 32+50 TO STA. 40+50
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
60 REM--5/5/2025 6:00:51 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
2+
(S
EE
S H
EE
T
MATCH LINE STA. 40+50
(SEE SHEET 63)
BENCH MARK NO. 394
CHISELED "X" NORTH RIM SANITARY
MANHOLE AT PC OF DOREKA AT
NORTHEAST CORNER DOREKA AND
MALYN BLVD.
ELEVATION: 612.98 (NAVD88)
DOREKA
DRIVE
(70' WIDE)
VE
RM
AN
DE
R
DR
IV
E
(7 0'
W
ID
E)
CONSTRUCTION ℄
CAUTION:
CRITICAL UNDERGROUND UTILITY
BURIED AT&T CONDUIT(S)
IN THIS VICINITY
Pavt, Rem (TYP.)
Dr Structure, Rem
Driveway, Rem (TYP.)
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
LEGEND
Pavt, Rem
Dr Structure, Rem
CAUTION:
CRITICAL UNDERGROUND UTILITY
BURIED AT&T CONDUIT(S)
IN THIS VICINITY
Sign, Type III, Rem
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
REMOVE MAILBOX POST
(PAID FOR AS Post, Mailbox)
Sewer, Rem, Less than 24 inch ( 33 Ft)
ESTIMATED QUANTITIES
(THIS SHEET)
1. Station Grading 8.0 Sta
2. Pavt, Rem 3201 Syd
3. Driveway, Rem 377 Syd
4. Dr Structure, Rem 2 Ea
5. Sewer, Rem, Less than 24 inch 33 Ft
6. Sign, Type III, Rem 1 Ea
Driveway, Rem
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00
+0
+0
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
61 CONST--5/5/2025 6:00:57 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
CONSTRUCTION PLAN
DOREKA DRIVE
STA. 32+50 TO STA. 40+50
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
61 CONST--5/5/2025 6:00:57 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
M
AT
C H
L
IN
E
ST
A.
2+
(S
EE
S H
EE
T
MATCH LINE STA. 40+50
(SEE SHEET 64)
BENCH MARK NO. 394
CHISELED "X" NORTH RIM SANITARY
MANHOLE AT PC OF DOREKA AT
NORTHEAST CORNER DOREKA AND
MALYN BLVD.
ELEVATION: 612.98 (NAVD88)
DOREKA
DRIVE
(70' WIDE)
VE
RM
AN
DE
R
DR
IV
E
(7 0'
W
ID
E)
Driveway, Nonreinf Conc, 8 inch
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch (TYP.)
Underdrain, Subgrade, 6 inch (TYP.)
Sewer, Cl IV, 12 inch, Tr Det B (32 Ft) AT 0.50%
ESTIMATED QUANTITIES
(THIS SHEET)
1. Sewer, Cl IV, 12 inch, Tr Det B 32 Ft
2. Dr Structure, 48 inch dia 2 Ea
3. Catch Basin Cover, Fraser 2 Ea
4. External Structure Wrap, 18 inch 2 Ea
5. Underdrain, Subgrade, 6 inch 1,601 Ft
6. Aggregate Base, 10 inch 3,387 Syd
7. Conc Pavt with Integral Curb, Nonreinf, 9 inch 3,200 Syd
8. Geotextile, Stabilization 3,387 Syd
9. Driveway, Nonreinf Conc, 8 inch 365 Syd
10. Post, Mailbox 3 Ea
LEGEND
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch, Modified
Driveway, Nonreinf Conc, 8 inch
Sidewalk, Conc, 4 inch
CAUTION:
CRITICAL UNDERGROUND UTILITY
BURIED AT&T CONDUIT(S)
IN THIS VICINITY
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
CRITICAL UNDERGROUND UTILITY
BURIED AT&T CONDUIT(S)
IN THIS VICINITY
CAUTION:
CRITICAL UNDERGROUND UTILITY
BURIED AT&T CONDUIT(S)
IN THIS VICINITY
Underdrain, Subgrade, 6 inch (TYP.)
Dr Structure, 60 inch dia
WITH 2' SUMP
STA. 35+22.0, 16.0' LT.
RIM 611.07
EX. 12" IE 606.95 (NW)
EX. 12" IE 606.75 (SW)
12" IE 606.73 (E)
6" IE 608.07 (E&W)
50 Dr Structure, 60 inch dia
WITH 2' SUMP
STA. 35+22.0, 16.0' RT.
RIM 611.07
EX. 18" IE 606.10 (E)
12" IE 606.57 (W)
6" IE 608.07 (E&W)
Post, Mailbox Post, Mailbox
Post, Mailbox
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
EX
. 6
.2
C L.
.2
EX
. 6
.8
C L.
.8
EX
. 6
.3
C L.
.4
EX
. 6
.7
C L.
.7
EX
. 6
.2
C L.
.2
EX
. 6
.7
C L.
.7
EX
. 6
.3
C L.
.3
EX
. 6
.7
C L.
.8
EX
. 6
.6
C L.
.4
EX
. 6
.0
C L.
.0
EX
. 6
.5
C L.
.6
EX
. 6
.4
C L.
.5
EX
. 6
.9
C L.
.0
EX
. 6
.4
C L.
.5
EX
. 6
.6
C L.
.6
EX
. 6
.0
C L.
.1
EX
. 6
.5
C L.
.5
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00
T/ C
.2
G U
T
1.
T/ C
.8
G U
T
1.
T/ C
.4
G U
T
1.
T/ C
.7
G U
T
1.
T/ C
.2
G U
T
1.
T/ C
.7
G U
T
2.
T/ C
.3
G U
T
2.
T/ C
.8
G U
T
1.
T/ C
.4
G U
T
2.
T/ C
.0
G U
T
1.
T/ C
.6
G U
T
1.
T/ C
.5
G U
T
1.
T/ C
.0
G U
T
1.
T/ C
.5
G U
T
2.
T/ C
.6
G U
T
2.
T/ C
.1
G U
T
1.
T/ C
.5
G U
T
1.
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00
-0.40% 0.49% -0.53%
ST
A.
5+
.0
C
L.
.4
ST
A.
8+
.0
C
L.
.8
T/ C
.2
G U
T
1.
T/ C
.8
G U
T
1.
T/ C
.4
G U
T
1.
T/ C
.7
G U
T
1.
T/ C
.2
G U
T
1.
T/ C
.7
G U
T
2.
T/ C
.3
G U
T
2.
T/ C
.8
G U
T
1.
T/ C
.4
G U
T
2.
T/ C
.0
G U
T
1.
T/ C
.6
G U
T
1.
T/ C
.5
G U
T
1.
T/ C
.0
G U
T
1.
T/ C
.5
G U
T
2.
T/ C
.6
G U
T
2.
T/ C
.1
G U
T
1.
T/ C
.5
G U
T
1.
+2
2.
(L P)
T/ C
.4
R
IM
.0
+1
5.
(H P)
T/ C
.8
G U
T.
.4
+2
2.
(L P)
T/ C
.4
R
IM
.0
+1
5.
(H P)
T/ C
.8
G U
T.
.4
PROPOSED CENTERLINE OF PAVEMENT
PROPOSED LEFT TOP OF CURB
PROPOSED LEFT GUTTER
PROPOSED RIGHT TOP OF CURB
PROPOSED RIGHT GUTTER
EX. 18" IE 606.10 (E)
12" IE 606.57 (W)
6" IE 608.07 (N&S)
EX. 12" IE 606.95 (NW)
EX. 12" IE 606.75 (SW)
12" IE 606.57 (W)
6" IE 608.07 (N&S)
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
62 PROFILE--5/5/2025 6:01:32 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
CONSTRUCTION
PROFILES
DOREKA DRIVE
STA. 32+50 TO STA. 40+50
ESR MAV MARCH 2025
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
62 PROFILE--5/5/2025 6:01:32 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
30 HORIZ.
1" = 3' VERT.
15 30 60
M
AT
C H
L
IN
E
ST
A.
2+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
0+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
2+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
0+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
2+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
0+
(S
EE
S H
EE
T
+0
41+00 42+00 43+00 44+00
B.M.#396
45+00
+0
+0
+0
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
63 REM--5/5/2025 6:01:42 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
REMOVAL PLAN
VERMANDER DRIVE
STA. 40+50 TO STA. 44+56
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
63 REM--5/5/2025 6:01:42 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
BENCH MARK NO. 394
CHISELED "X" NORTH RIM SANITARY
MANHOLE AT PC OF DOREKA AT
NORTHEAST CORNER DOREKA AND
MALYN BLVD.
ELEVATION: 612.98 (NAVD88)
BENCH MARK NO. 395
CHISELED "X" NORTH RIM STORM
MANHOLE, SOUTHWEST CORNER
DOREKA & VERMANDER DRIVE
ELEVATION: 611.78 (NAVD88)
BENCH MARK NO. 396
CHISELED "X" EAST RIM SANITARY
MANHOLE AT 34557 BENNETT
ELEVATION: 613.28 (NAVD88)
MAT
CH LI
NE
ST
A.
+5
(S
EE
S
HEE
T
VERMANDER DRIVE (70' WIDE)
DOREKA DRIVE
(70' WIDE)
B
EN
N
ET
T D
R
IV
E (7
0' W
ID
E)
B
EN
N
ET
T D
R
IV
E (7
0' W
ID
E)
Sidewalk, Rem
Pavt, Rem (TYP.)
Dr Structure, Rem
Driveway, Rem (TYP.)
LEGEND
Pavt, Rem
Dr Structure, Rem
SEE SHEET NO. 75
SEE SHEET NO. 75
Sewer, Rem, Less than 24 inch ( 33 Ft)
ESTIMATED QUANTITIES
(THIS SHEET)
1. Station Grading 4.2 Sta
2. Pavt, Rem 1665 Syd
3. Driveway, Rem 433 Syd
4. Sidewalk, Rem 109 Syd
5. Dr Structure, Rem 2 Ea
6. Sewer, Rem, Less than 24 inch 33 Ft
Driveway, Rem
MULTICORELINK:01_ConstPlan Bennett-75 REM MULTICORELINK:01_ConstPlan Bennett-75 REM
+0
41+00 42+00 43+00 44+00
B.M.#396
45+00
+0
+0
+0
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
64 CONST--5/5/2025 6:01:52 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
CONSTRUCTION PLAN
VERMANDER DRIVE
STA. 40+50 TO STA. 44+56
0 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
64 CONST--5/5/2025 6:01:52 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
BENCH MARK NO. 394
CHISELED "X" NORTH RIM SANITARY
MANHOLE AT PC OF DOREKA AT
NORTHEAST CORNER DOREKA AND
MALYN BLVD.
ELEVATION: 612.98 (NAVD88)
BENCH MARK NO. 395
CHISELED "X" NORTH RIM STORM
MANHOLE, SOUTHWEST CORNER
DOREKA & VERMANDER DRIVE
ELEVATION: 611.78 (NAVD88)
BENCH MARK NO. 396
CHISELED "X" EAST RIM SANITARY
MANHOLE AT 34557 BENNETT
ELEVATION: 613.28 (NAVD88)
CONSTRUCTION ℄
Driveway, Nonreinf Conc, 8 inch (TYP.)
Sidewalk, Conc, 4 inch
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch (TYP.)
Underdrain, Subgrade, 6 inch (TYP.)
Sewer, Cl IV, 12 inch, Tr Det B (32 Ft) AT 0.50%
ESTIMATED QUANTITIES
(THIS SHEET)
1. Sewer, Cl IV, 12 inch, Tr Det B 32 Ft
2. Dr Structure, 48 inch dia 2 Ea
3. Catch Basin Cover, Fraser 2 Ea
4. Sanitary Manhole Cover, Fraser 1 Ea
5. Sanitary Manhole Cover, Adj, Case 2 1 Ea
6. External Structure Wrap, 18 inch 2 Ea
7. Underdrain, Subgrade, 6 inch 832 Ft
8. Aggregate Base, 10 inch 1,765 Syd
9. Conc Pavt with Integral Curb, Nonreinf, 9 inch 1,664 Syd
10. Geotextile, Stabilization 1,765 Syd
11. Driveway, Nonreinf Conc, 8 inch 425 Syd
12. Sidewalk, Conc, 4 inch 979 Sft
LEGEND
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch, Modified
Driveway, Nonreinf Conc, 8 inch
Sidewalk, Conc, 4 inch
52 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 40+73.0, 16' RT.
RIM 611.13
EX. 18" 607.57 (N)
12" IE 607.63 (S)
6" IE 608.13 (SE&NW)
Underdrain, Subgrade, 6 inch (TYP.)
SEE SHEET NO. 76
SEE SHEET NO. 76
Sanitary Manhole Cover, Adj, Case 2
53 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 40+73.0, 16.0' LT.
RIM 611.13
EX. 12" 607.79 (SE)
12" IE 607.79 (N)
6" IE 608.13 (SE&NW)
VERMANDER DRIVE (70' WIDE)
DOREKA DRIVE
(70' WIDE)
B
EN
N
ET
T D
R
IV
E (7
0' W
ID
E)
B
EN
N
ET
T D
R
IV
E (7
0' W
ID
E)
MULTICORELINK:01_ConstPlan Bennett-76 CONST MULTICORELINK:01_ConstPlan Bennett-76 CONST
EX
. 6
.5
C L.
.6
EX
. 6
.3
C L.
.4
EX
. 6
.7
C L.
.8
EX
. 6
.3
C L.
.3
EX
. 6
.1
C L.
.3
EX
. 6
.5
C L.
.5
EX
. 6
.9
C L.
.0
EX
. 6
.7
C L.
.8
EX
. 6
.5
C L.
.5
EX
. 6
.9
C L.
.0
41+00 42+00 43+00 44+00 45+00
41+00 42+00 43+00 44+00 45+00
T/ C
.6
G U
T
1.
T/ C
.4
G U
T
2.
T/ C
.7
G U
T
2.
T/ C
.3
G U
T
1.
T/ C
.5
G U
T
1.
T/ C
.0
G U
T
1.
T/ C
.8
G U
T
2.
T/ C
.5
G U
T
2.
T/ C
.0
G U
T
1.
41+00 42+00 43+00 44+00 45+00
0.79% 1.00%-0.47% 0.88%
ST
A.
0+
.0
C
L.
.4
6 ST
A.
2+
.2
C
L.
.9
ST
A.
4+
.8
C
L.
.0
ST
A.
5+
.8
C
L.
.3
ST
A.
5+
.8
C
L.
.5
B
EN
N
ET
T R
O A
D
B
EN
N
ET
T R
O A
D
T/ C
.6
G U
T
1.
T/ C
.4
G U
T
2.
T/ C
.7
G U
T
2.
T/ C
.3
G U
T
1.
T/ C
.5
G U
T
1.
T/ C
.0
G U
T
1.
T/ C
.8
G U
T
2.
T/ C
.5
G U
T
2.
T/ C
.0
G U
T
1.
+7
3.
(L P)
T/ C
.4
R
IM
.1
+6
4.
(H P)
T/ C
.9
G U
T.
.6
+6
5.
(P C
T/
C
.0
G
U T
1.
+7
3.
(L P)
T/ C
.4
R
IM
.1
+6
4.
(H P)
T/ C
.9
G U
T.
.6
+6
5.
(P C
T/
C
.0
G
U T
1.
PROPOSED CENTERLINE OF PAVEMENT
PROPOSED LEFT TOP OF CURB
PROPOSED LEFT GUTTER
PROPOSED RIGHT TOP OF CURB
PROPOSED RIGHT GUTTER
EX. 12" IE 607.79 (SE)
12" IE 607.79 (N)
6" IE 608.13 (E&W)
EX. 18" IE 607.79 (SE)
12" IE 607.79 (N)
6" IE 608.13 (E&W)
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
65 PROFILE--5/5/2025 6:02:26 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
CONSTRUCTION
PROFILES
VERMANDER DRIVE
STA. 40+50 TO STA. 44+56
ESR MAV MARCH 2025
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
65 PROFILE--5/5/2025 6:02:26 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN DOREKA.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
30 HORIZ.
1" = 3' VERT.
15 30 60
M
AT
C H
L
IN
E
ST
A.
0+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
0+
(S
EE
S H
EE
T
M
AT
C H
L
IN
E
ST
A.
0+
(S
EE
S H
EE
T
B.M.#399
11+00 12+00 13+00 14+00
+00
+0
+0
B.M.#391
+0
+0
+0
10+00
11+00
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
66 REM--5/5/2025 6:02:49 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN JAMES.DWG
REMOVAL PLAN
JAMES J POMPO DRIVE
STA. 10+68 TO STA 17+00
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
66 REM--5/5/2025 6:02:49 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN JAMES.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
MATCH LINE STA 17+00
(SEE SHEET 69)
BENCH MARK NO. 391
TOP OF HYDRANT 3'± NORTH
OF CURB AT DRIVE FOR #33847
DOREKA
ELEVATION: 616.95 (NAVD88)
BENCH MARK NO. 399
TOP OF HYDRANT AT #33662
JAMES J POMPO DRIVE
ELEVATION: 619.72 (NAVD88)
JA
M
ES
J
P O
M
PO
D R
IV
E
(7 0'
W
ID
E)
D O
R
EK
A D
R
IV
E (7
0' W
ID
E)
Pavt, Rem (TYP.)
Driveway, Rem (TYP.)
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
Dr Structure, Rem
Dr Structure, Rem
REMOVE MAILBOX POST
(PAID FOR ASPost, Mailbox)
Sign, Type III, Rem
SEE SHEET NO. 54
SEE SHEET NO. 51
REMOVE MAILBOX POST
(PAID FOR ASPost, Mailbox)
Sewer, Rem, Less than 24 inch ( 70 Ft)
Sewer, Rem, Less than 24 inch ( 33 Ft)
LEGEND
Pavt, Rem
Driveway, Rem
ESTIMATED QUANTITIES
(THIS SHEET)
1. Station Grading 6.3 Sta
3. Pavt, Rem 2559 Syd
4. Driveway, Rem 461 Syd
5. Dr Structure, Rem 2 Ea
6. Sewer, Rem, Less than 24 inch 103 Ft
7. Sign, Type III, Rem 2 Ea
Sign, Type III, Rem
B.M.#399
11+00 12+00 13+00 14+00
+00
+0
+0
B.M.#391
+0
+0
+0
10+00
11+00
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
67 CONST--5/5/2025 6:02:55 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN JAMES.DWG
CONSTRUCTION PLAN
JAMES J POMPO DRIVE
STA. 10+68 TO STA 17+00
ESR MAV MARCH 2025
1"=30' HORIZ.
15 30 60
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
67 CONST--5/5/2025 6:02:55 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN JAMES.DWG
Know what's below.
72 hours before you dig.
Call R
51301 Schoenherr Road Shelby Township, MI 48315
586.726.1234 | aewinc.com
Engineering Strong Communities
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
MATCH LINE STA 17+00
(SEE SHEET 70)
BENCH MARK NO. 391
TOP OF HYDRANT 3'± NORTH
OF CURB AT DRIVE FOR #33847
DOREKA
ELEVATION: 616.95 (NAVD88)
BENCH MARK NO. 399
TOP OF HYDRANT AT #33662
JAMES J POMPO DRIVE
ELEVATION: 619.72 (NAVD88)
JA
M
ES
J
P O
M
PO
D R
IV
E
(7 0'
W
ID
E)
D O
R
EK
A D
R
IV
E (7
0' W
ID
E)
Driveway, Nonreinf Conc, 8 inch
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch (TYP.)
Underdrain, Subgrade, 6 inch (TYP.) Dr Structure, Tap, 15 inch
15" IE 610.88 (W)
ESTIMATED QUANTITIES
(THIS SHEET)
1. Sewer, Cl IV, 12 inch, Tr Det B 32 Ft
2. Sewer, Cl IV, 15 inch, Tr Det B 70 Ft
3. Dr Structure, 48 inch dia 2 Ea
4. Catch Basin Cover, Fraser 2 Ea
5. Sanitary Manhole Cover, Fraser 2 Ea
6. Dr Structure, Tap, 15 inch 2 Ea
7. Sanitary Manhole Cover, Adj, Case 1 1 Ea
8. Sanitary Manhole Cover, Adj, Case 2 1 Ea
9. External Structure Wrap, 18 inch 2 Ea
10. Underdrain, Subgrade, 6 inch 1,284 Ft
11. Aggregate Base, 10 inch 2,720 Syd
12. Conc Pavt with Integral Curb, Nonreinf, 9 inch 2,566 Syd
13. Geotextile, Stabilization 2,720 Syd
14. Driveway, Nonreinf Conc, 8 inch 464 Syd
LEGEND
Conc Pavt with Integral Curb, Nonreinf, 9 inch ON Aggregate Base, 10 inch, Modified
Driveway, Nonreinf Conc, 8 inch
Sidewalk, Conc, 4 inch
62 Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 14+60.0, 16.0' LT.
RIM 614.97
EX. 24" IE 610.52 (NE)
12" IE 610.97 (SE)
6" IE 611.97 (E&W)
CAUTION:
EX. OVHD. UTIL.
WIRES IN THIS AREA
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
CAUTION:
HAZARDOUS AND/OR
FLAMMABLE MATERIAL
EX. " GAS MAIN2
Sewer, Cl IV, 12 inch, Tr Det B (32 Ft) AT 0.50%
Sewer, Cl IV, 15 inch, Tr Det B (70 Ft) AT 0.71%
Dr Structure, Tap, 15 inch
15" IE 610.38 (E)
Underdrain, Subgrade, 6 inch (TYP.)
SEE SHEET NO. 55
SEE SHEET NO. 52
Sanitary Manhole Cover, Adj, Case 1
Dr Structure, 48 inch dia
WITH 2' SUMP
STA. 14+60.0, 16.0' RT.
RIM 614.97
12" IE 611.13 (NW)
6" IE 611.97 (E&W)
Sanitary Manhole Cover, Adj, Case 2
EX
. 6
.4
C L.
.4
EX
. 6
.2
C L.
.2
EX
. 6
.0
C L.
.0
EX
. 6
.8
C L.
.8
EX
. 6
.6
C L.
.6
EX
. 6
.6
C L.
.5
EX
. 6
.2
C L.
.3
EX
. 6
.1
C L.
.2
EX
. 6
.8
C L.
.8
EX
. 6
.6
C L.
.6
EX
. 6
.5
C L.
.4
EX
. 6
.3
C L.
.2
EX
. 6
.1
C L.
.0
EX
. 6
.0
C L.
.9
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
-1.00% -1.18%
0.86%
0.79%
ST
A.
0+
.0
C
L.
.7
ST
A.
0+
.0
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L.
.5
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PROPOSED CENTERLINE OF PAVEMENT
PROPOSED LEFT TOP OF CURB
PROPOSED LEFT GUTTER
PROPOSED RIGHT TOP OF CURB
PROPOSED RIGHT GUTTER
EX. 24" IE 610.52 (NE)
12" IE 610.97 (SE)
6" IE 611.97 (E&W)
12" IE 611.13 (NW)
6" IE 611.97 (E&W)
EX. 8" IE 608.66 (S)
18" IE 608.31 (W)
12" IE 608.41 (N)
6" IE 608.78 (E&W)
12" IE 608.57 (N&S)
6" IE 608.78 (E&W)
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
68 PROFILE--5/5/2025 6:03:24 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_CONSTPLAN JAMES.DWG
CONSTRUCTION
PROFILES
JAMES J POMPO DRIVE
STA. 10+68 TO STA. 17+00
ESR MAV MARCH 2025
SHEET TITLE:
COPYRIGHT, 2025, ANDERSON, ECKSTEIN AND WESTRICK, INC.
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
68 PROFILE--5/5/2025…
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