0190-0491_PlanSet_BidIssue_1_of_4.pdf
PDF 21 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 document is a comprehensive project plan set for the Fraser Industrial District Special Assessment District (S.A.D.) infrastructure improvement project, prepared by Anderson, Eckstein and Westrick, Inc. for the City of Fraser in Macomb County, Michigan. The project encompasses approximately 2.88 miles of road reconstruction across multiple streets including Commerce Road, Malyn Boulevard, Doreka Drive, Vermander Drive, Riviera Drive, James J. Pompo Drive, Bennett Drive, Cross Drive, and Mike C. Court. The comprehensive scope includes complete removal of existing concrete pavement, replacement with non-reinforced concrete pavement featuring integral curbs, installation of an aggregate subbase, storm drainage replacement, 1,960 linear feet of water main replacement, sidewalk and sidewalk ramp reconstruction, driveway reconstruction, permanent pavement markings, and permanent traffic signage.
The project is funded through a Special Assessment District mechanism, which suggests property owners in the affected area will contribute to the infrastructure improvements. The plan set includes detailed technical specifications, using the Michigan Department of Transportation 2020 Standard Specifications for Construction and City of Fraser standard specifications. Traffic control will adhere to the 2023 Michigan Manual of Uniform Traffic Control Devices. The engineering plans provide extensive technical details including alignment plans, construction profiles, removal plans, water main plans, drainage plans, and soil erosion control strategies. The project appears to be a comprehensive municipal infrastructure renewal effort designed to modernize and improve road and utility infrastructure in the Fraser Industrial District.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 0190-0491_PlanSet_BidIssue_3_of_4.pdf | ||
| 0190-0491_PlanSet_BidIssue_2_of_4.pdf | ||
| 0190-0491_PlanSet_BidIssue_4_of_4.pdf | ||
| 0190-0491_Complete_SpecBook.pdf |
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Text version
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F
R
AS
ER
IN
D U
ST
R
IA
L
D
IS
TR
IC
T S.
A.
D
PROJECT SITE
DESIGN & CONSTRUCTION STANDARD
THE IMPROVEMENTS COVERED BY THESE PLANS SHALL
BE PERFORMED IN ACCORDANCE WITH THE MICHIGAN
DEPARTMENT OF TRANSPORTATION 2020 STANDARD
SPECIFICATIONS FOR CONSTRUCTION AND THE CITY OF
FRASER STANDARD WATER MAIN SPECIFICATIONS
UNLESS MODIFIED BY A SPECIAL PROVISION.
ALL TRAFFIC CONTROL DEVICES SUCH AS LIGHTED
ARROW BOARDS, PLASTIC DRUMS, BARRICADES,
TEMPORARY SIGNAGE, AND LANE CLOSURES SHALL BE
IMPLEMENTED IN ACCORDANCE WITH THE 2023
MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES AND THE SUPPLEMENTARY MAINTAINING
TRAFFIC SPECIAL PROVISION.
City of Fraser Macomb County, Michigan
TITLE SHEET 01
TYPICAL CROSS SECTION 03 - 04
MISCELLANEOUS PROJECT DETAIL 05
REMOVAL PLAN 18, 22
CONSTRUCTION PLAN 20, 25
CONSTRUCTION PROFILES 21, 26
INDEX TO SHEETS
Fraser Industrial District S.A.D.
Vermander - Bennett to Doreka Riviera - Malyn to Cross
Doreka - Cross to Vermander
PROJECT DESCRIPTION
THE PROJECT CONSISTS OF 2.88 MILES OF COMPLETE
REMOVAL OF THE EXISTING CONCRETE PAVEMENT
STRUCTURE AND THE REPLACEMENT THEREOF WITH
NONREINF CONCRETE PAVEMENT WITH INTEGRAL CURB ON
AN AGGREGATE SUBBASE ALONG WITH STORM DRAINAGE
REPLACEMENT, 1,960 FT WATERMAIN REPLACEMENT,
SIDEWALK & SIDEWALK RAMP RECONSTRUCTION,
DRIVEWAY RECONSTRUCTION, PERMANENT PAVEMENT
MARKINGS, PERMANENT TRAFFIC SIGNAGE AND OTHER
MISCELLANEOUS RELATED ITEMS OF WORK.
FIFTEEN MILE RD.
UTICA RD.
H
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FI
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UTICA RD.
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FOURTEEN MILE RD.
THIRTEEN MILE RD.
FOURTEEN MILE RD.
THIRTEEN MILE RD.
H
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R
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FIFTEEN MILE RD.
KE
LL
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NA
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CITY OF ROSEVILLE
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P.
CLINTON TWP.
MASONIC BLVD.MASONIC BLVD.
ANDERSON, ECKSTEIN AND
WESTRICK, INC.
CIVIL ENGINEERS SURVEYORS ARCHITECTS
James J. Pompo - Doreka to Malyn Mike C. - James J. Pompo Cross - Riviera to Doreka
Commerce - 15 Mile to Malyn Malyn - Commerce to Kelly
Bennett - 15 Mile
COMMERCE ROAD
27, 30, 33, 36, 39 28, 31, 34, 37, 40 29, 32, 35, 38, 41
MALYN BOULEVARD
GENERAL NOTES 06
42, 45, 48 43, 46, 49 44, 47, 50
RIVIERA DRIVE
51, 54, 57, 60, 63 52, 55, 58, 61, 64 53, 56, 59, 62, 65
DOREKA DRIVE AND VERMANDER DRIVE
66, 69, 72 67, 70, 73 68, 71, 74
JAMES J POMPO DRIVE
75, 78 76, 79 77, 80
BENNETT DRIVE
CROSS DRIVE
MIKE C. COURT
ALIGNMENT PLAN 07 - 17
INTERSECTION GEOMETRICS AND GRADES 87 - 90
ADVANCED SIGNAGE AND DETOUR PLAN 92 - 96
PERMANENT SIGNAGE PLAN 120 - 130
SOIL BORNING LOGS 131 - 134
SOIL EROSION SEDEMENTATION CONTROL PLAN 135 - 146
REMOVAL PLAN
CONSTRUCTION PLAN
CONSTRUCTION PROFILES
REMOVAL PLAN
CONSTRUCTION PLAN
CONSTRUCTION PROFILES
REMOVAL PLAN
CONSTRUCTION PLAN
CONSTRUCTION PROFILES
REMOVAL PLAN
CONSTRUCTION PLAN
CONSTRUCTION PROFILES
REMOVAL PLAN
CONSTRUCTION PLAN
CONSTRUCTION PROFILES
REMOVAL PLAN
CONSTRUCTION PLAN
CONSTRUCTION PROFILES
REMOVAL PLAN
CONSTRUCTION PLAN
CONSTRUCTION PROFILES
C O
M M
ER
C
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D
BE
N
N
ET
T D
R
D O
R
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A D
R
JA
M
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J
PO
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D
R.
R
IV
IE
R
A D
R
CROSS DR.
MIKE C. CT.
MALYN BLVD
VERMANDER DR.
DATE
"I HEREBY CERTIFY THESE PLANS HAVE BEEN PREPARED UNDER MY
DIRECT SUPERVISION IN ACCORDANCE WITH ACT 240, PUBLIC ACTS
OF 1937 AS AMENDED- STATE OF MICHIGAN."
MICHAEL A. VIGNERON, P.E. No. 6201054818
WATER MAIN PLAN 19, 23, 24
97 - 103PHASE 1
PHASE 2
PHASE 3
PHASE 4
104 - 112 113 - 116 117 - 119
GENERAL PLAN 02
MAINTAINING TRAFFIC PLAN
OVERALL STAGING PLAN 91
CITY OF FRASER STANDARD SANITARY SEWER DETAILS 1 OF 2 & 2 OF 2
CITY OF FRASER STANDARD STORM SEWER DETAILS D
CITY OF FRASER STANDARD WATER MAIN DETAILS 1 OF 2 & 2 OF 2
CITY OF FRASER STANDARD PAVING DETAILS E AND F
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:
02 GENERAL PLAN--5/5/2025 5:46:01 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_COVER, NOTES AND DETAILS.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
SCALE:
GENERAL PLAN
ESR MAV MARCH 2025
1" = 200' HORIZ.
100 200 4000
C O
M M
ER
C
E R
O A
D
MALYN BOULEVARD
B
EN
N
ET
T D
R
IV
E
D O
R
EK
A D
R
IV
E
VERMANDER DRIVE
R
IV
IE
R
A D
R
IV
E
CROSS DRIVE
JA
MES
J
PO
MPO
D
RI
VE
MIKE C COURT
15 MILE ROAD
K
EL
LY
R
O A
D
COMMERCE ROAD
07 - ALIGNMENT PLAN
18 - 26 CONSTRUCTION PLANS
87 15 MILE ROAD WIDENING
104 - 105 MAINTAINING TRAFFIC PLAN
120 PERMANENT SIGNAGE PLAN
135 SOIL EROSION SEDEMENTATION CONTROL PLAN
BENNETT DRIVE
16 ALIGNMENT PLAN
75 - 80 CONSTRUCTION PLAN
88 CUL DE SAC GRADING
101 - 102 MAINTAINING TRAFFIC PLAN
129 PERMANENT SIGNAGE PLAN
144 SOIL EROSION SEDEMENTATION CONTROL PLAN
MALYN BOULEVARD
08 -10 ALIGNMENT PLAN
27 - 41 CONSTRUCTION PLAN
89 INTERSECTION GRADING MALYN AND DOREKA
113 - 114 MAINTAINING TRAFFIC PLAN
121 - 123 PERMANENT SIGNAGE PLAN
136 - 138 SOIL EROSION SEDEMENTATION CONTROL PLAN
RIVIERA DRIVE
10 - 11 ALIGNMENT PLAN
42 - 50 CONSTRUCTION PLAN
106 - 107 MAINTAINING TRAFFIC PLAN
123 - 124 PERMANENT SIGNAGE PLAN
138 - 139 SOIL EROSION SEDEMENTATION CONTROL PLAN
CROSS DRIVE
17 ALIGNMENT PLAN
81 - 83 CONSTRUCTION PLAN
88 INTERSECTION GRADING CROSS AND DOREKA
100 MAINTAINING TRAFFIC PLAN
130 PERMANENT SIGNAGE PLAN
145 SOIL EROSION SEDEMENTATION CONTROL PLAN
JAMES J POMPO DRIVE
14 - 15 ALIGNMENT PLAN
66 - 74 CONSTRUCTION PLAN
109 - 112 MAINTAINING TRAFFIC PLAN
127 - 128 PERMANENT SIGNAGE PLAN
142 - 143 SOIL EROSION SEDEMENTATION CONTROL PLAN
DOREKA DRIVE AND
VERMANDER DRIVE
12 - 14 ALIGNMENT PLAN
51 - 65 CONSTRUCTION PLAN
88 INTERSECTION DETAILS
97 - 99 MAINTAINING TRAFFIC PLAN &
115 - 116 MAINTAINING TRAFFIC PLAN
125 - 127 PERMANENT SIGNAGE PLAN
140 - 142 SOIL EROSION SEDEMENTATION CONTROL PLAN
MIKE C COURT
17 ALIGNMENT PLAN
84 - 86 CONSTRUCTION PLAN
88 CUL DE SAC GRADING
103 MAINTAINING TRAFFIC PLAN
130 PERMANENT SIGNAGE PLAN
145 SOIL EROSION SEDEMENTATION CONTROL PLAN
W
ES
T R
.O .W
EA
ST
R .O
.W .30' R.O.W. 30' R.O.W.
CONSTRUCTION
VARIES VARIES
EX. LAWN SURFACE
EX. BIT. OR CONC. DRIVE
EXISTING PAVEMENT SECTION
COMMERCE DRIVE
SCALE: 1" = 3'
15.5'
VARIES
(SEE PLANS)
REMOVE ENTIRE EXISTING PAVEMENT STRUCTURE
(PAID FOR AS Pavt, Rem) REMOVE DRIVEWAY
(PAID FOR AS Driveway, Rem)
GRADE TO THIS LINE
(INCLUDED IN Station Grading)
CROWN OF ROAD
CONSTRUCTION
36.00' BACK TO BACK
18.00' 18.00'
8.00' 10.00' 10.00' 8.00'
2.0% 2.0%
D DB
3.00'9.00'
Driveway, Nonreinf Conc, 8 inch Conc Pavt with Integral Curb, Nonreinf, 9 inch
Aggregate Base, 10 inchPREPARED SUBGRADE
Topsoil Surface, Furn, 3 inch AND Sodding
EMBANKMENT (C.I.P.)
(INCLUDED IN Station Grading)
Underdrain, Subgrade, Open-Graded, 6 inch
(SET 6" I.E. A CONSTANT
3.5' BELOW PROPOSED TOP OF CURB)
EX. LAWN SURFACE
MAXIMUM LIMITS OF MEASUREMENT & PAYMENT FOR AGGREGATE BASE
(1.0' BEHIND EACH BACK OF CURB)
LIMITS OF STATION GRADING
1.0' 1.0'
EMBANKMENT (C.I.P.)
(INCLUDED IN Station Grading)
Underdrain, Subgrade, Open-Graded, 6 inch
(SET 6" I.E. A CONSTANT
3.5' BELOW PROPOSED TOP OF CURB)
TYPICAL PAVEMENT SECTION TO APPLY
COMMERCE DRIVE
SCALE: 1" = 3'
PLAN GRADE
(CROWN OF ROAD)
PLAN GRADE
(RT. TOP OF CURB)PLAN GRADE
(LT. TOP OF CURB)
VARIES
W
ES
T R
.O .W
. 30' R.O.W. 30' R.O.W.
EA
ST
R .O
.W
EX. BIT. OR CONC. DRIVE
12.00'
VARIES
(SEE PLANS)
VARIES
16.5'13.5' 15.5'
32' BACK TO BACK
2' 3'
1' (T
YP
SUBBASE (C.I.P.)
(INCLUDED IN Station Grading)
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:
03 TYPICAL CROSS SECTION--5/5/2025 5:46:03 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_COVER, NOTES AND DETAILS.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
SCALE:
TYPICAL CROSS
SECTION
ESR MAV MARCH 2025
###### HORIZ.
1" = X' VERT.
B
D
LONGITUDINAL BULKHEAD JOINT
(STD. PLAN R-41 SERIES)
LONGITUDINAL LANE TIE JOINT
(STD. PLAN R-41 SERIES)
TRANSVERSE AND INTERSECTION
PLANE OF WEAKNESS JOINT
(PLAIN CONC PAVT)
(STD. PLAN R-39 SERIES)
JOINT LEGEND
W -
N O
R
TH
O R
W
ES
T R
.O .W
SO
U
TH
O
R E
AS
T
R .O
.W
.35' OR 43' R.O.W. 35' OR 43' R.O.W.
CONSTRUCTION
36.00' BACK TO BACK
18.00' 18.00'
8.00' 10.00' 10.00' 8.00'
2.0% 2.0%
D DB
3.00' VARIES VARIES14.00' OR 22.00'
Driveway, Nonreinf Conc, 8 inch Conc Pavt with Integral Curb, Nonreinf, 9 inch
Aggregate Base, 10 inchPREPARED SUBGRADE
Topsoil Surface, Furn, 3 inch AND Sodding
EMBANKMENT (C.I.P.)
(INCLUDED IN Station Grading)
Underdrain, Subgrade, Open-Graded, 6 inch
(SET 6" I.E. A CONSTANT
3.5' BELOW PROPOSED TOP OF CURB)
EX. LAWN SURFACE
MAXIMUM LIMITS OF MEASUREMENT & PAYMENT FOR AGGREGATE BASE
(1.0' BEHIND EACH BACK OF CURB)
LIMITS OF STATION GRADING
1.0' 1.0'
EMBANKMENT (C.I.P.)
(INCLUDED IN Station Grading)
Underdrain, Subgrade, Open-Graded, 6 inch
(SET 6" I.E. A CONSTANT
3.5' BELOW PROPOSED TOP OF CURB)
EX. CONC. DRIVE
TYPICAL PAVEMENT SECTION TO APPLY
ALL STREETS EXCEPT COMMERCE DRIVE
SCALE: 1" = 3'
PLAN GRADE
(CROWN OF ROAD)
PLAN GRADE
(RT. TOP OF CURB)PLAN GRADE
(LT. TOP OF CURB)
N O
R
TH
O R
W
ES
T R
.O .W
SO
U
TH
O
R E
AS
T
R .O
.W
.35' OR 43' R.O.W. 35' OR 43' R.O.W.
CONSTRUCTION
36.0' BACK TO BACK
18.0' 18.0'
VARIES VARIES
17.0' OR 25.0'
EX. LAWN SURFACE
EX. BIT. OR CONC. DRIVE
EXISTING PAVEMENT SECTION
ALL STREETS EXCEPT COMMERCE DRIVE
SCALE: 1" = 3'
17.0' OR 25.0'
VARIES
(SEE PLANS)
REMOVE ENTIRE EXISTING PAVEMENT STRUCTURE
(PAID FOR AS Pavt, Rem)
REMOVE DRIVEWAY
(PAID FOR AS Driveway, Rem)
GRADE TO THIS LINE
(INCLUDED IN Station Grading)
CROWN OF ROAD
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:
04 TYPICAL CROSS SECTION--5/5/2025 5:46:04 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_COVER, NOTES AND DETAILS.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
SCALE:
TYPICAL CROSS
SECTION
ESR MAV MARCH 2025
###### HORIZ.
1" = X' VERT.
B
D
LONGITUDINAL BULKHEAD JOINT
(STD. PLAN R-41 SERIES)
LONGITUDINAL LANE TIE JOINT
(STD. PLAN R-41 SERIES)
TRANSVERSE AND INTERSECTION
PLANE OF WEAKNESS JOINT
(PLAIN CONC PAVT)
(STD. PLAN R-39 SERIES)
JOINT LEGEND
W -
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
05 MISCELLANEOUS PROJECT DETAILS--5/5/2025 5:46:05 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_COVER, NOTES AND DETAILS.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
SCALE:
MISCELLANEOUS
PROJECT DETAILS
ESR MAV MARCH 2025
PLASTIC DRUMS SPACED @10'
INTERSECTION MAINTENCE
PLASTIC DRUMS SPACED @10'
ONE (1) TYPE III BARRICADE
YIELD
TO ONCOMING
W20-4A
AHEAD
YIELD
TO ONCOMING
W20-4A
AHEAD
TYPICAL PART WIDTH
INTERSECTION CONSTRUCTION
FIRST POUR
PLASTIC DRUMS SPACED @10'
PLASTIC DRUMS SPACED @10'
ONE (1) TYPE III BARRICADE
YIELD
TO ONCOMING
W20-4A
AHEAD
YIELD
TO ONCOMING
W20-4A
AHEAD
TYPICAL PART WIDTH
INTERSECTION CONSTRUCTION
SECOUND POUR
INTERSECTION MAINTENCE
TYPICAL CATCH BASIN STAKING DIAGRAM
NOT TO SCALE
2.0'℄ OF C.B. B/CURB
D D
B B B
D D
W
W
W
W
JOINT LEGEND
B LONGITUDINAL BULKHEAD JOINT
(Sawcut)
(INCLUDED IN UNIT PRICED BID FOR
Conc Pavt with Integral Curb, Nonreinf, 9 inch)
D LONGITUDINAL LANE TIE JOINT
(Sawcut)
(INCLUDED IN UNIT PRICE BID FOR
Conc Pavt with Integral Curb, Nonreinf, 9 inch)
W TRANSVERSE PLANE OF WEAKNESS JOINT
(Sawcut)
(INCLUDED IN UNIT PRICE BID FOR
Conc Pavt with Integral Curb, Nonreinf, 9 inch)
W
NOTES:
1. AFTER THE STEEL PAVING FORMS (IF USED) HAVE BEEN REMOVED,
THE TRANSVERSE SAWCUT JOINTS SHALL BE EXTENDED THRU TO
THE BACK OF CURB THE MINIMUM REQUIRED DEPTH.
2. ALL SAWCUTTING SLURRY & RESIDUE SHALL BE THOROUGHLY
CLEANED FROM JOINTS PRIOR TO SEALING WITH APPROVED
HOT-POURED RUBBER SEALANT.
3. ALL SAWCUT JOINTS SHALL BE INSPECTED AND APPROVED BY THE
ENGINEER PRIOR TO BEING SEALED.
4. SAWING AND SEALING JOINTS IS INCLUDED IN THE UNIT PRICE BID
FOR Conc Pavt with Integral Curb, Nonreinf, 8 inch.
TYPICAL PAVEMENT JOINT LAYOUT
NOT TO SCALE:
BACK OF CURB
8.
0'
.0
.0
8.
0'
.0
' B -B
12.0'±
(TYP.) BACK OF CURB
UNDERDRAIN DETAIL
NOT TO SCALE
6"x6" TEE (IF NEEDED)
B/C
PROPOSED OR
EXISTING CATCH BASIN
PROPOSED PAVEMENT
PROPOSED 6" UNDERDRAIN
(MATCH PAVEMENT SLOPE
UNLESS NOTED OTHERWISE)
SET 6" I.E. A CONSTANT 3.0'
BELOW PROPOSED TOP OF CURB
UNDERDRAIN TRENCH BACKFILL
6"x6" TEE (IF NEEDED)
1.0% MIN. SLOPE
NOTE:
NO SEPARATE PAYMENT FOR
"TAPPING" PROPOSED STRUCTURES
CHECKED BY:DRAWN BY:
SCALE:
PRELIMINARY
DATE SUBMITTALS/REVISIONS
PROJECT NO.
SHEET NO.
CLIENT:
PROJECT NAME:
CONSTRUCTION RECORD
DATE:
06 Notes--5/5/2025 12:23:54 PM \\AEW-ACTDATA\ACTIVE\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\01_COVER, NOTES AND DETAILS.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
SCALE:
NOTES
ESR MAV MARCH 2025
GENERAL NOTES
UTILITIES
UNDERGROUND UTILITIES / MISS DIG
FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, OF 2013, THE CONTRACTOR SHALL DIAL 1-800-482-7171 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY
NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM.
IF PLAN INFORMATION INDICATES AN EXISTING UNDERGROUND UTILITY IS OR WILL BE OUT OF SERVICE WITHIN THE LIMITS OF THIS CONTRACT. THE CONTRACTOR IS CAUTIONED TO TREAT SUCH A LINE AS IF IT WERE STILL IN SERVICE AND NOTIFY "MISS DIG" WHEN WORKING IN THE AREA OF THE OUT OF SERVICE
FACILITY.
EXISTING WATER MAINS AND SEWERS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO PROPERLY IDENTIFIED EXISTING WATER
MAINS AND/OR EXISTING SEWERS DURING THE CONSTRUCTION OF THIS PROJECT.
ROW / REAL ESTATE
PROPERTY OWNERS
PROPERTY OWNERS NAMES, WHERE SHOWN, ARE FOR INFORMATION ONLY, AND THEIR ACCURACY IS NOT
GUARANTEED.
LAWN SPRINKLER SYSTEMS AND LANDSCAPING
OWNERS OF EXISTING LAWN SPRINKLER SYSTEMS AND/OR LANDSCAPING SHALL BE NOTIFIED (IN WRITING WITH A COPY SENT TO THE ENGINEER) BY THE CONTRACTOR TWO WEEKS IN ADVANCE OF ANY WORK TO BE DONE THAT WILL AFFECT THOSE SYSTEMS AND/OR LANDSCAPING. IF THE PROPERTY OWNER FAILS TO RELOCATE THE LAWN SPRINKLER SYSTEM PRIOR TO THE CONTRACTOR BEGINNING WORK AND IF THE CONTRACTOR CUTS THE SYSTEM DURING CONSTRUCTION, THE CONTRACTOR SHALL CAP THE SYSTEM PIPE AND WITNESS THE LOCATION OF THE CAP WITH A WOODEN STAKE FOR THE PROPERTY OWNERS USE.
IF THE PROPERTY OWNER FAILS TO RELOCATE THE LANDSCAPING PRIOR TO THE CONTRACTOR BEGINNING WORK, THE CONTRACTOR SHALL CAREFULLY SALVAGE THE LANDSCAPING ITEMS AND STOCKPILE THEM ON THE PROPERTY OWNER'S PROPERTY FOR THE PROPERTY OWNER. ANY OTHER MODIFICATION TO THE LAWN SPRINKLER SYSTEMS AND/OR LANDSCAPING IS THE RESPONSIBILITY OF THE OWNER AND NOT PART OF THIS CONTRACT. ALL WORL REQUIRED TO CUT, CAP & SALVAGE EXISTING IRRIGATION SYSTEM
COMPONENTS SHALL BE INCLUDED IN OTHER CONTRACT ITEMS OF WORK.
SURVEY
ADJUSTING MONUMENT BOXES
ALL GOVERNMENT CORNERS ON THIS PROJECT SHALL BE PRESERVED, WHETHER SHOWN OR NOT. IT MAY
BE NECESSARY TO PLACE OR ADJUST MONUMENT BOXES.
EARTHWORK
SOIL EROSION MEASURES
APPROPRIATE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO EARTH-DISTURBING ACTIVITIES. PLACE TURF ESTABLISHMENT ITEMS AS SOON AS POSSIBLE ON POTENTIAL ERODIBLE SLOPES AS DIRECTED BY THE ENGINEER. CRITICAL DITCH GRADES SHALL BE PROTECTED WITH
EITHER SOD OR SEED/MULCH OR MULCH BLANKET AS DIRECTED BY THE ENGINEER.
BASES
AGGREGATE BASE
AGGREGATE BASES SHALL BE 21AA IN ACCORDANCE WITH THE MDOT 2020 STANDARD SPECIFICATIONS FOR
CONSTRUCTION.
PAVEMENT
CONCRETE PAVEMENT AND HMA SURFACE REMOVAL QUANTITIES
CONCRETE PAVEMENT AND HMA SURFACE REMOVAL AS SHOWN ON THE PLANS WILL BE AT THE
DISCRETION OF THE ENGINEER. IF IN HIS/HER JUDGMENT, AREAS OF PAVEMENT MAY BE LEFT IN PLACE, OR ADDITIONAL AREAS ADDED TO PROVIDE THE PROPER CROSS-SECTION AND BASE, CHANGES WILL BE MADE
IN THE QUANTITIES.
CONCRETE HAND FINISHING
HAND FINISHING OF CONCRETE POURS SHALL BE STRUCK OFF AND CONSOLIDATED. HAND METHODS WILL BE PERMITTED ON VARIABLE WIDTH LANES AND LANES FORMED BY FLEXIBLE FORMS FOR SHORT RADIUS
CURVES, AS DIRECTED BY THE ENGINEER.
TURF ESTABLISHMENT
SEED MIXTURE
THE SYMBOL FOR THE PERMANENT TURF SEED MIXTURE ON THIS PROJECT IS SYMBOL THM.
LANDSCAPING
EXISTING VEGETATION SHALL NOT BE DAMAGED DURING CONSTRUCTION OPERATIONS, PER THE 2020
STANDARD SPECIFICATIONS FOR CONSTRUCTION.
CONTRACTOR SHALL PROMPTLY RESTORE ANY PROPERTY DAMAGE AT NO EXPENSE TO THE OWNER.
ALL EXCAVATED MATERIAL WILL BECOME THE PROPERTY OF THE CONTRACTOR. ANY EXCAVATED
MATERIAL NOT USED ON THE PROJECT WILL BE REMOVED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH SECTION 205.03.P. OF THE 2020 STANDARD SPECIFICATION FOR CONSTRUCTION AND
ANY APPLICABLE STATE AND/OR LOCAL ORDINANCES.
PLANT MATERIAL, SOIL, FERTILIZER AND MULCH WILL BE INSPECTED/APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. PLANT INSPECTION MAY OCCUR AT THE NURSERY SOURCE OR WHEN PLANTS ARRIVE ON
SITE.
SIGNS
GENERAL
ALL SIGNS SHALL BE INSTALLED, REMOVED AND/OR SALVAGED ACCORDING TO THE CURRENT EDITION OF "MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE CURRENT EDITION OF MICHIGAN
DEPARTMENT OF TRANSPORTATION (MDOT) "STANDARD SPECIFICATIONS FOR CONSTRUCTION"
ALL SIGNS ON THE PLANS OR IN THE LOG THAT DO NOT HAVE A RECOMMENDATION ARE TO BE RETAINED.
EXISTING SIGN RELOCATION
ANY PERMANENT SIGNS REQUIRING RELOCATION DUE TO CONTRACTOR OPERATIONS SHALL BE SALVAGED AND RESET BY THE CONTRACTOR AT LOCATIONS DESIGNATED BY THE ENGINEER. SIGNS AND POSTS DAMAGED DURING THE REMOVAL AND STORAGE OPERATIONS SHALL BE REPLACED WITH NEW SIGNS AND
POSTS. THE COST OF THIS WORK SHALL BE BORNE BY THE CONTRACTOR.
PUBLIC UTILITIES
THE EXISTING UTILITIES LISTED BELOW AND LOCATIONS OF UTILITIES AS SHOWN
ON THE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AT THE TIME
THESE PLANS WERE PREPARED. THIS INFORMATION DOES NOT RELIEVE THE
CONTRACTOR OF THE RESPONSIBILITY TO SATISFY HIMSELF AS TO THEIR
ACCURACY OR OF HIS RESPONSIBILITY TO VERIFY ALL EXISTING UTILITIES WITHIN
THE C.I.A. IN CASE UTILITIES HAVE BEEN CONSTRUCTED OR REMOVED SINCE
CONSUMERS ENERGY GAS MAINS &
JEFF PAROL
35350 KELLY ROAD
CLINTON TWP., MICHIGAN 48035
(586) 307-3276
COMCAST CABLE CABLE TV
WARREN SETTY
STERLING HEIGHTS, MICHIGAN 48312
SERVICES
6095 WALL STREET
THE TOPOGRAPHIC SURVEY WAS PREPARED.
DETROIT EDISON CO.
MICHAEL MANOUSAKAKIS
43230 ELIZABETH ROAD
CLINTON TOWNSHIP, MI 48036
(313) 300-5719
POWER & ELECTRIC
CITY OF FRASER
DEPARTMENT OF PUBLIC WORKS
ROBERT BARRETT
31250 KENDALL
FRASER, MICHIGAN 48026
(586) 293-2001
WATER / SEWER / STORM
A.T.&T.
HOU CHANG
100 S. MAIN ST., SUITE 314
MT. CLEMENS, MICHIGAN 48043
(586) 466-1024
TELEPHONE & OTHER
COMMUNICATION
SYSTEMS
MACOMB COUNTY PUBLIC WORKS
21777 DUNHAM RD
CLINTON TWP, MI 48036
(586) 463-8671
SANITARY SEWER
NOTES APPLYING TO STANDARD PLANS
Where the following items are called for on plans, they are to be constructed according to the standard plan given below opposite each item unless otherwise indicated.
Title Plan No.
ROAD
DRAINAGE STRUCTURES R-1-G
CURB RAMP AND DETECTABLE WARNING DETAILS R-28-K *
DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALK R-29-J
CONCRETE CURB AND CONCRETE CURB & GUTTER R-30-G
INTEGRAL CURB AND INTEGRAL CURB AND GUTTER R-31-F
TRANSVERSE PAVEMENT JOINTS (PLAIN CONCRETE PAVEMENT) R-39-K
LOAD TRANSFER ASSEMBLIES FOR TRANSVERSE JOINTS R-40-I
LONGITUDINAL PAVEMENT JOINTS R-41-H
LOCATION OF TRANSVERSE JOINTS IN PLAIN CONCRETE PAVEMENT R-43-J*
UTILITY TRENCHES R-83-C
SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-96-E
SEEDING AND TREE PLANTING R-100-I *
GRADING CROSS-SECTIONS R-105-D
SIGNING
STANDARD SIGN INSTALLATIONS SIGN-100-G
ROADSIDE SIGN LOCATIONS & SUPPORT SPACING SIGN-120-E
PLACEMENT OF D3-1 SIGNS ABOVE R1-1 SIGN-140-A
STEEL POSTS SIGN-200-E
* Denotes Special Detail
MISCELLANEOUS QUANTITY ESTIMATES
_Reimbursed Permit Fees _Mobilization, Max $1,130,000 Exploratory Investigation Subgrade Undercutting, Type IV Project Cleanup Maintenance Gravel Driveway Maintenance, Commercial Intersection Maintenance Video Taping Sewer and Culv Pipe _Sewer, Pre-Construction, Clean and CCTV, 08 inch _Sewer, Pre-Construction, Clean and CCTV, 10 inch _Sewer, Pre-Construction, Clean and CCTV, 12 inch _Sewer, Pre-Construction, Clean and CCTV, 15 inch _Sewer, Pre-Construction, Clean and CCTV, 18 inch _Sewer, Pre-Construction, Clean and CCTV, 24 inch _Sewer, Pre-Construction, Clean and CCTV, 27 inch _Sewer, Pre-Construction, Clean and CCTV, 30 inch _Sewer, Pre-Construction, Clean and CCTV, 36 inch _Sewer, Pre-Construction, Clean and CCTV, 42 inch _Sewer, Pre-Construction, Clean and CCTV, 48 inch _Cut Service Lead Protrusions _Remove Mineral Deposit _Deliverables Joint, Expansion, E2 Joint, Plane-of-Weakness, W Pavt Gapping Joint, Plane-of-Weakness, W, Intersection Joint, Expansion, Erg Post, Steel, 3 pound Sign, Type IIIA Sign, Type IIIB Barricade, Type III, High Intensity, Double Sided, Lighted, Furn Barricade, Type III, High Intensity, Double Sided, Lighted, Oper Pedestrian Type II Barricade, Temp Channelizing Device, 42 inch, Fluorescent, Furn Channelizing Device, 42 inch, Fluorescent, Oper Lighted Arrow, Type C, Furn Lighted Arrow, Type C, Oper Minor Traf Devices Part Width Intersection Construction Plastic Drum, Fluorescent, Furn Plastic Drum, Fluorescent, Oper Sign, Type B, Temp, Prismatic, Furn Sign, Type B, Temp, Prismatic, Oper Sign, Type B, Temp, Prismatic, Spec, Furn Sign, Type B, Temp, Prismatic, Spec, Oper Traf Regulator Control _Irrigation Pipe _Sprinkler Head _Audio Visual Record of Construction Area
10,000 Dlr
1 LSUM
100 Ft 1,135 Cyd
1 LSUM
4,000 Ton
206 Ea 5 Ea
2,450 Ft 100 Ft 100 Ft
1,350 Ft 1,250 Ft 1,200 Ft 2,200 Ft
675 Ft 2,500 Ft
850 Ft 2,500 Ft
550 Ft 50 Ea 50 Ea
1 LSUM
700 Ft
54,000 Ft 5,000 Ft 1,500 Ft
200 Ft 560 Ft 261Sft 41Sft 20 Ea 20 Ea 4 Ea
100 Ea 100 Ea
2 Ea 2 Ea
1 LSUM
5 Ea
400 Ea 400 Ea
1,000 Sft 1,000 Sft
50 Sft 50 Sft
1 LSUM
10,000 Ft 1,000 Ea
1 LSUM
123 NET
MEGAN WRIGHT
24700 NORTHWESTERN HWY., SUITE 700
SOUTHFIELD, MICHIGAN 48075
(248) 440-0123
FIBER OPTIC
MACOMB COUNTY DEPARTMENT OF
ROADS FOR TRAFFIC SIGNALS
117 SOUTH GROESBECK HIGHWAY
MOUNT CLEMENS, MI 48043
(586) 463-8671
TRAFFIC SIGNALS
CLINTON TWP WATER AND SEWER
DEPARTMENT
JOE TRESICK
40700 ROMEO PLANK RD
CLINTON TWP, MICHIGAN 48038
(586) 286-9300
WATER / SEWER / STORM
+0
+0
10+00 11+00 12+00 13+00 14+00 15+00 16+00
STA. 10+57.89
OFF: 18.00' L
STA. 12+00.87
OFF: 18.00' L
STA. 12+22.25
OFF: 18.00' L
STA. 12+26.31
OFF: 18.00' L
STA. 12+66.03
OFF: 18.00' L
STA. 12+91.76
OFF: 18.00' R
STA. 13+09.04
OFF: 18.00' L
STA. 13+60.70
OFF: 18.00' L
STA. 13+56.13
OFF: 18.00' R
STA. 14+46.45
OFF: 18.00' R
STA. 14+83.08
OFF: 18.00' L
STA. 15+16.73
OFF: 18.00' L
STA. 15+37.74
OFF: 18.00' L
STA. 15+49.29
OFF: 18.00' R
STA. 15+77.16
OFF: 18.00' R
STA. 15+85.36
OFF: 18.00' L
STA. 16+36.12
OFF: 18.00' R
STA. 15+65.36
OFF: 49.09' R
STA. 14+32.08
OFF: 31.91' R
STA. 10+57.89
OFF: 58.00' L
STA. 10+58.11
OFF: 58.00' R
STA. 10+58.11
OFF: 18.00' R
STA. 14+71.53
OFF: 34.33' L
STA. 15+41.85
OFF: 48.65' L
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
STA. 16+79.67
OFF: 18.00' R
STA. 16+95.92
OFF: 18.00' L
STA. 17+34.10
OFF: 18.00' L
STA. 17+71.65
OFF: 18.00' R
STA. 17+82.77
OFF: 18.00' L
STA. 18+01.05
OFF: 18.00' R STA. 18+51.32
OFF: 18.00' R
STA. 18+59.67
OFF: 18.00' R
STA. 19+04.27
OFF: 18.00' R
STA. 18+75.93
OFF: 18.00' L
STA. 19+62.66
OFF: 18.00' L
STA. 19+18.34
OFF: 18.00' L
STA. 19+28.82
OFF: 31.00' L
STA. 20+21.46
OFF: 18.00' R
STA. 20+65.60
OFF: 18.00' R
STA. 20+87.66
OFF: 18.00' L
STA. 20+37.74
OFF: 18.00' L
STA. 21+03.66
OFF: 18.00' L
STA. 21+23.65
OFF: 18.00' R
STA. 21+74.20
OFF: 18.00' R
STA. 21+78.07
OFF: 18.00' L
STA. 23+51.43
OFF: 18.00' L
STA. 23+62.77
OFF: 18.00' R
STA. 23+62.77
OFF: 48.00' R
STA. 23+51.43
OFF: 48.00' L
STA. 21+84.58
OFF: 35.09' R
STA. 21+14.67
OFF: 35.87' R
STA. 19+19.81
OFF: 37.59' R
STA. 18+52.75
OFF: 31.31' R
STA. 18+62.50
OFF: 32.83' L
STA. 18+64.88
OFF: 39.00' R
STA. 17+83.36
OFF: 53.88' R
STA. 17+90.60
OFF: 41.26' R
STA. 17+21.26
OFF: 38.27' L
STA. 16+67.61
OFF: 33.96' R
STA. 18+01.31
OFF: 59.00' L
STA. 19+07.39
OFF: 31.00' L
SCALE:
07 ALIGNMENT PLAN--5/5/2025 5:46:13 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.DWG
ALIGNMENT PLAN
COMMERCE ROAD
STA.10+00 TO STA. P.O.E.
ESR MAV MARCH 2025
1"=30' HORIZ.
1" = X' VERT.
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:
07 ALIGNMENT PLAN--5/5/2025 5:46:13 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.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
SE
E
BO
TT
O
M L
EF
T
(S
EE
T H
IS
S
H
EE
T
COMMERCE
ROAD
(60' WIDE)
M A
LY
N
B
LV
D
(8 6'
W
ID
E)
M
AT
C H
L
IN
E
SE
E U
PP
ER
R
IG
H T
(S
EE
T H
IS
S
H
EE
T)
COMMERCE
ROAD
(60' WIDE)
M
IL
E
R O
A D
(V A
R
IE
S W
ID
E)
' B
-B
' B
-B
SEE SHEET NO. 08
R35'
R39.6'R20'
R20'
R20' R30' R40' R25' R15' R25' R20' R20'
R17'R17' R20'R45'R24'
R30'
R30'
R40'
R40'
MULTICORELINK:02_Alignment Plans-08 ALIGNMENT PLAN
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
+0
+0
STA. 10+67.63
OFF: 18.00' R
STA. 10+66.67
OFF: 42.52' R
STA. 11+09.79
OFF: 18.00' R
STA. 11+90.02
OFF: 18.00' R
STA. 12+30.75
OFF: 18.00' R
STA. 12+82.71
OFF: 18.00' R
STA. 13+33.19
OFF: 18.00' R
STA. 13+67.21
OFF: 18.00' R
STA. 14+70.61
OFF: 18.00' R
STA. 15+23.84
OFF: 18.00' R
STA. 15+53.82
OFF: 18.00' R
STA. 16+13.73
OFF: 18.00' R
STA. 16+26.47
OFF: 18.00' R
STA. 16+90.65
OFF: 18.00' R
STA. 16+41.65
OFF: 18.00' L
STA. 15+78.74
OFF: 18.00' L
STA. 16+59.09
OFF: 54.00' L
STA. 14+77.45
OFF: 18.00' L
STA. 13+61.45
OFF: 18.00' L
STA. 13+61.45
OFF: 58.00' L
STA. 14+77.45
OFF: 58.00' L
STA. 12+45.20
OFF: 18.00' L
STA. 12+57.20
OFF: 34.00' L
STA. 10+83.51
OFF: 18.00' L
STA. 10+66.51
OFF: 59.66' L
STA. 10+51.36
OFF: 18.00' L
STA. 10+59.72
OFF: 46.81' L
STA. 14+37.45
OFF: 58.08' L
STA. 14+01.45
OFF: 57.92' L
' B
-B
STA. 9+99.24
OFF: 18.00' L
STA. 9+99.24
OFF: 18.00' R
17+00
18+00
19+00
20+00
21+00
22+00 23+00
24+00
25+00
+0
STA. 16+26.47
OFF: 18.00' R
STA. 16+90.65
OFF: 18.00' R
STA. 17+25.88
OFF: 18.00' R
STA. 18+06.99
OFF: 18.00' R
P.C.
STA. 17+34.53
OFF: 0.00'
P.T.
STA. 18+01.84
OFF: 0.00'
STA. 18+14.71
OFF: 18.00' R
STA. 18+01.02
OFF: 39.00' R
STA. 18+85.52
OFF: 49.00' R
STA. 18+69.27
OFF: 18.00' R
STA. 18+87.74
OFF: 18.00' R
STA. 19+41.40
OFF: 18.00' R
STA. 19+48.76
OFF: 18.00' R
STA. 20+02.46
OFF: 18.00' R
STA. 20+46.45
OFF: 18.00' R
STA. 21+10.43
OFF: 18.00' R
STA. 21+55.50
OFF: 18.00' R STA. 21+94.06
OFF: 18.00' R
STA. 22+65.24
OFF: 18.00' R
STA. 22+96.12
OFF: 18.00' R
P.C.
STA. 22+42.54
OFF: 0.00'
P.T.
STA. 23+01.00
OFF: 0.00'
STA. 23+94.14
OFF: 18.00' R
STA. 23+94.14
OFF: 58.00' R
STA. 25+10.25
OFF: 58.00' R
STA. 25+10.25
OFF: 18.00' R
STA. 24+99.85
OFF: 18.00' L
STA. 24+35.18
OFF: 18.00' L
STA. 24+20.62
OFF: 18.00' L
STA. 23+60.54
OFF: 18.00' L
STA. 22+63.67
OFF: 19.49' L
STA. 22+69.09
OFF: 38.92' L
STA. 21+99.42
OFF: 18.00' L
STA. 21+89.38
OFF: 45.18' L
STA. 21+09.50
OFF: 18.00' L
STA. 20+47.57
OFF: 18.00' L
STA. 19+95.99
OFF: 18.00' L
STA. 18+96.57
OFF: 18.00' L
STA. 18+83.01
OFF: 39.00' L
STA. 18+50.45
OFF: 18.00' L
STA. 18+59.75
OFF: 46.52' L
STA. 17+65.16
OFF: 18.00' L
STA. 17+64.68
OFF: 18.00' L
STA. 17+52.97
OFF: 39.00' L
STA. 17+18.83
OFF: 18.00' L
STA. 16+41.65
OFF: 18.00' L
STA. 16+59.09
OFF: 54.00' L
STA. 24+34.10
OFF: 56.25' R
STA. 24+70.29
OFF: 59.75' R
R
0'
' B
-B
R
0'
SCALE:
08 ALIGNMENT PLAN--5/5/2025 5:46:15 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.DWG
ALIGNMENT PLAN
MALYN BOULEVARD
STA. 10+00 TO STA. 25+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:
08 ALIGNMENT PLAN--5/5/2025 5:46:15 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.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
MALYN
BOULEVARD
(86' WIDE)
C O
M M
ER
C
E R
O A
D
(6 0'
W
ID
E)
MALYN
BLVD.
(86' WIDE)
RIVIERA DR.
(60' W
IDE)
M
ATC
H
LIN
E STA. 25+50
(SEE SH
EET 9)
M
AT
C H
L
IN
E
SE
E
BO
TT
O
M L
EF
T
(S
EE
T H
IS
S
H
EE
T
M
ATC
H
LIN
E SEE U
PPER
R
IG
H T
(SEE TH
IS SH
EET)
SEE SHEET NO. 07
SEE SHEET NO. 11
R20' R28'
R25' R30'
R25' R35'
R40 'R40'
R4 0'
R40'
CURVE DATA
MULTICORELINK:02_Alignment Plans-07 ALIGNMENT PLAN MULTICORELINK:02_Alignment Plans-11 ALIGNMENT PLAN
26+00 27+00 28+00 29+00 30+00 31+00 32+00
33+00
34+00
+0
+0
STA. 26+81.34
OFF: 18.00' R
STA. 27+83.16
OFF: 18.00' R
STA. 27+97.49
OFF: 18.00' R
STA. 28+57.76
OFF: 18.00' R
STA. 29+07.28
OFF: 18.00' R
STA. 29+64.63
OFF: 18.00' R
STA. 30+67.37
OFF: 18.00' R
STA. 30+67.37
OFF: 58.00' R
STA. 31+83.48
OFF: 18.00' R
STA. 31+83.48
OFF: 58.00' R
P.C.
STA. 32+33.09
OFF: 0.00'
STA. 32+63.22
OFF: 18.00' R
STA. 32+96.71
OFF: 18.00' R
STA. 33+00.11
OFF: 18.00' R
STA. 32+87.93
OFF: 39.00' R
STA. 33+49.93
OFF: 38.97' R
P.T.
STA. 34+53.32
OFF: 0.00'
OFF: 18.00' L
STA. 32+56.33
OFF: 18.00' L
STA. 32+05.89
OFF: 18.00' L
STA. 31+78.40
OFF: 18.00' L
STA. 31+78.40
OFF: 58.00' L
STA. 30+62.29
OFF: 58.00' L
STA. 30+62.29
OFF: 18.00' L
STA. 30+41.96
OFF: 18.00' L
STA. 29+91.84
OFF: 18.00' L
STA. 28+72.25
OFF: 18.00' L
STA. 28+06.89
OFF: 18.00' L
STA. 27+90.64
OFF: 49.00' L
STA. 26+95.10
OFF: 18.00' L
STA. 26+34.97
OFF: 18.00' L
STA. 26+21.41
OFF: 39.00' L
STA. 26+93.42
OFF: 36.94' L
STA. 31+07.33
OFF: 56.25' R
STA. 31+43.52
OFF: 59.75' R
STA. 31+38.44
OFF: 56.25' L
STA. 31+02.25
OFF: 59.75' L
R250'
' B
-B
R 250'
STA. 31+69.47
33+00
34+00
+0
36+00
37+00
38+00 39+00
40+00 41+00
STA. 33+00.11
OFF: 18.00' R
STA. 33+86.16
OFF: 18.00' R
STA. 34+01.17
OFF: 36.66' R
STA. 33+49.93
OFF: 38.97' R
P.T.
STA. 34+53.32
OFF: 0.00'
STA. 34+93.96
OFF: 18.00' R
STA. 35+60.20
OFF: 18.00' R
STA. 34+93.93
OFF: 29.37' R
STA. 35+90.39
OFF: 83.44' R
P.C.
STA. 35+69.87
OFF: 0.00'
STA. 37+11.18
OFF: 18.00' R
P.T.
STA. 37+84.34
OFF: 0.00'
STA. 37+75.03
OFF: 18.00' R
STA. 38+33.84
OFF: 18.00' R
STA. 38+94.44
OFF: 18.00' R
STA. 39+37.93
OFF: 18.00' R
STA. 39+90.33
OFF: 18.00' R
STA. 40+51.08
OFF: 18.00' R
STA. 40+94.82
OFF: 18.00' L
STA. 40+32.69
OFF: 18.00' L
STA. 40+17.97
OFF: 44.14' L
STA. 39+47.10
OFF: 18.00' L
STA. 38+83.39
OFF: 18.00' L
STA. 37+45.84
OFF: 18.00' L
STA. 36+48.70
OFF: 18.00' L
STA. 37+58.02
OFF: 39.00' L
STA. 36+41.49
OFF: 44.00' L
STA. 34+70.60
OFF: 18.00' L
STA. 35+38.48
OFF: 35.40' L
STA. 32+56.33
OFF: 18.00' L
R250'
R250'
36' B-B
R 250'
STA. 36+28.16
OFF: 18.00' L
SCALE:
09 ALIGNMENT PLAN--5/5/2025 5:46:17 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.DWG
ALIGNMENT PLAN
MALYN BOULEVARD
STA. 25+50 TO STA. 41+00
ESR MAV MARCH 2025
1"=30' HORIZ.
1" = X' VERT.
15 30 60
MALYN
BLVD.
(86' WIDE)
D O
R
EK
A D
R (6
0' W
ID
E)
MALYN BOULEVARD
(86' WIDE)
MALYN BOULEVARD
(86' WIDE) 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:
09 ALIGNMENT PLAN--5/5/2025 5:46:17 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.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
ATCH LINE SEE BO
TTO
M
LEFT
(SEE THIS SHEET )
M
ATCH LINE SEE UPPER RIG
HT
(SEE THIS SHEET)
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
8)
M
AT
C H
L
IN
E
ST
A.
1+
(S
EE
S H
EE
T
SEE SHEET NO. 13
R8'
R25'
R8'
R10'
R70'
R30'
R25'
R30' R30'
R25' R15'
R35'
R25'
R8'
R40' R4 0'
R40 ' R40'
CURVE DATA
MULTICORELINK:02_Alignment Plans-13 ALIGNMENT PLAN
41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+0049+06
+0
+0
STA. 41+02.99
OFF: 18.00' R
STA. 41+30.26
OFF: 18.00' R
STA. 41+91.79
OFF: 18.00' R
STA. 42+99.39
OFF: 18.00' R
STA. 42+99.39
OFF: 58.00' R STA. 44+15.39
OFF: 58.00' R
STA. 44+13.39
OFF: 18.05' R
STA. 44+15.39
OFF: 18.00' R
STA. 44+56.76
OFF: 18.00' R
STA. 47+91.26
OFF: 18.00' R
STA. 48+34.09
OFF: 18.00' R
STA. 48+38.70
OFF: 18.00' R
STA. 48+37.86
OFF: 18.00' L
STA. 45+32.26
OFF: 18.00' L
STA. 45+40.97
OFF: 36.00' L
STA. 44+86.18
OFF: 18.00' L
STA. 44+76.90
OFF: 35.72' L
STA. 43+86.25
OFF: 18.00' L
STA. 43+26.61
OFF: 18.00' L
STA. 43+19.67
OFF: 38.88' L
STA. 43+97.91
OFF: 40.11' L
STA. 41+08.62
OFF: 44.64' L
STA. 43+75.39
OFF: 57.91' R
STA. 43+39.39
OFF: 58.09' R
' B
-B
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
+0
+0
STA. 9+99.90
OFF: 18.87' R
STA. 10+16.46
OFF: 36.77' R
STA. 9+98.46
OFF: 36.81' R
STA. 10+72.47
OFF: 18.00' R
STA. 10+52.47
OFF: 38.05' R
STA. 10+72.47
OFF: 38.00' R
STA. 11+02.76
OFF: 18.00' R
STA. 11+51.99
OFF: 18.00' R
STA. 11+65.83
OFF: 38.82' R
STA. 10+90.76
OFF: 34.00' R
STA. 11+10.17
OFF: 18.00' L
STA. 10+99.45
OFF: 34.89' L
STA. 11+66.99
OFF: 18.00' L
STA. 11+77.76
OFF: 34.86' L
STA. 11+69.53
OFF: 18.00' L
STA. 11+57.53
OFF: 34.00' L
STA. 12+02.82
OFF: 18.00' L
STA. 12+13.40
OFF: 30.00' L
STA. 12+36.71
OFF: 18.00' R
STA. 12+20.84
OFF: 37.32' R
STA. 12+81.01
OFF: 18.00' R
STA. 12+94.57
OFF: 39.00' R
STA. 12+50.83
OFF: 18.00' L
STA. 12+35.83
OFF: 38.00' L
STA. 13+05.10
OFF: 18.00' L
STA. 13+17.10
OFF: 34.00' L
STA. 13+07.04
OFF: 18.00' L
STA. 13+55.77
OFF: 18.00' L
STA. 13+63.93
OFF: 36.26' L
STA. 13+21.05
OFF: 18.00' R
STA. 13+09.05
OFF: 34.00' R
STA. 13+61.19
OFF: 18.00' R
STA. 13+74.75
OFF: 39.00' R
STA. 13+64.41
OFF: 18.00' R
STA. 13+54.21
OFF: 29.00' R
STA. 13+96.80
OFF: 18.00' R
STA. 14+08.80
OFF: 34.00' R
STA. 14+22.89
OFF: 18.00' L
STA. 14+52.12
OFF: 18.00' L
STA. 14+12.69
OFF: 29.00' L
STA. 14+62.31
OFF: 29.00' L
STA. 15+16.75
OFF: 18.00' R
STA. 15+76.07
OFF: 18.00' R
STA. 15+04.75
OFF: 34.00' R
STA. 15+92.50
OFF: 36.84' R
STA. 15+85.14
OFF: 18.00' L
STA. 15+15.02
OFF: 18.00' L
STA. 15+03.02
OFF: 34.00' L
STA. 15+97.14
OFF: 34.00' L
STA. 16+27.54
OFF: 18.00' R
STA. 16+49.09
OFF: 18.00' L
STA. 16+92.12
OFF: 18.00' L
STA. 17+07.12
OFF: 38.00' L
STA. 16+37.09
OFF: 34.00' L
STA. 16+74.13
OFF: 22.27' R
STA. 17+13.71
OFF: 18.00' R
STA. 17+24.12
OFF: 35.08' R
STA. 17+43.49
OFF: 18.00' L
STA. 17+31.49
OFF: 34.00' L
STA. 9+99.59
OFF: 18.00' L
STA. 10+47.06
OFF: 18.00' L
STA. 10+59.75
OFF: 39.54' L
STA. 10+00.99
OFF: 18.00' L
STA. 12+88.09
OFF: 34.30' L
STA. 16+72.18
OFF: 24.55' R
STA. 16+19.00
OFF: 36.08' R
STA. 16+69.18
OFF: 24.57' R
STA. 16+54.62
OFF: 45.05' R
SCALE:
10 ALIGNMENT PLAN--5/5/2025 5:46:18 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.DWG
ESR MAV MARCH 2025
1"=30' HORIZ.
1" = X' VERT.
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:
10 ALIGNMENT PLAN--5/5/2025 5:46:18 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.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
MALYN
BOULEVARD
(86' WIDE)
K
EL
LY
R
O A
D
' W
ID
E)
JA
M
ES
J
P O
M
PO
D R
IV
E
(6 0'
W
ID
E)
C R
O
SS
R O
A D
(7 0'
W
ID
E)
RIVIERA DRIVE
(70' WIDE)
ALIGNMENT PLAN
MALYN BLVD.
STA. 41+00 TO P.O.E.
RIVIERA DRIVE
STA. 10+00 TO STA. 17+50
M
AT
C H
L
IN
E
ST
A.
P
.O .E
(S
EE
S
H
EE
T 9)
M
AT
C H
L
IN
E
ST
A.
7+
(S
EE
S H
EE
T
SEE SHEET NO. 15
SEE SHEET NO. 17
R20'
R3'
R30'R20' R25'R20'R20'
R15'R25' R20'R25'R25'R25'R20'
R25' R20'
R20' R20' R16' R25' R20'
R25' R20'
R15' R15' R20' R20' R20' R25' R20'
R20'R20'R25'R22'
R18 ' R20'
R40 ' R40'
STA. 45+00
BASELINE DEFLECTION
179°53''
MULTICORELINK:02_Alignment Plans-15 ALIGNMENT PLAN MULTICORELINK:02_Alignment Plans-17 ALIGNMENT PLAN
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
STA. 18+03.39
OFF: 18.00' L
STA. 18+15.39
OFF: 34.00' L
STA. 17+73.78
OFF: 18.00' R
STA. 18+18.53
OFF: 18.00' R
STA. 17+55.81
OFF: 42.02' R STA. 18+32.09
OFF: 39.00' R
STA. 18+65.43
OFF: 18.00' R
STA. 18+76.75
OFF: 32.00' R
STA. 18+95.76
OFF: 18.00' L
STA. 19+41.08
OFF: 18.00' L
STA. 19+51.74
OFF: 34.92' L
STA. 18+83.76
OFF: 34.00' L
STA. 19+38.71
OFF: 18.00' R
STA. 19+26.07
OFF: 36.00' R
STA. 19+76.87
OFF: 18.00' R
STA. 19+88.87
OFF: 34.00' R
STA. 20+01.73
OFF: 18.00' R
STA. 19+88.16
OFF: 39.00' R
STA. 20+19.57
OFF: 18.00' L
STA. 20+64.17
OFF: 18.00' L
STA. 20+05.75
OFF: 38.83' L
STA. 20+76.25
OFF: 33.94' L
STA. 20+49.36
OFF: 18.00' R
STA. 20+62.92
OFF: 39.00' R
STA. 21+53.77
OFF: 18.00' L
STA. 21+38.77
OFF: 38.00' L
STA. 21+92.44
OFF: 18.00' L
STA. 22+04.91
OFF: 33.64' L
STA. 21+86.79
OFF: 18.00' R
STA. 21+72.37
OFF: 42.00' R
STA. 22+43.91
OFF: 18.00' R
STA. 22+58.33
OFF: 42.00' R
STA. 22+76.41
OFF: 18.00' L
STA. 23+22.92
OFF: 18.00' L
STA. 23+32.44
OFF: 18.00' R
STA. 22+85.17
OFF: 18.00' R
STA. 22+73.17
OFF: 34.00' R
STA. 23+42.97
OFF: 32.60' R
STA. 23+34.38
OFF: 40.22' L
STA. 22+62.09
OFF: 36.00' L
STA. 24+01.01
OFF: 18.00' L
STA. 24+42.95
OFF: 18.00' L
STA. 24+56.90
OFF: 32.33' L
STA. 23+87.02
OFF: 32.29' L
STA. 24+91.18
OFF: 18.00' R
STA. 24+77.92
OFF: 38.00' R
STA. 18+20.74
OFF: 32.00' R
' B
-B
+0
+0
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
STA. 25+41.22
OFF: 18.00' R
STA. 25+53.46
OFF: 39.80' R
STA. 25+17.09
OFF: 18.00' L
STA. 25+57.16
OFF: 18.00' L
STA. 25+04.12
OFF: 33.22' L
STA. 25+78.41
OFF: 39.18' L
STA. 25+57.32
OFF: 18.00' L
STA. 25+58.67
OFF: 40.60' L STA. 26+18.69
OFF: 42.74' L
STA. 26+15.10
OFF: 18.00' L
STA. 26+20.73
OFF: 18.00' R
STA. 26+66.17
OFF: 18.00' R
STA. 26+84.13
OFF: 42.03' R
STA. 26+08.73
OFF: 34.00' R
STA. 26+68.17
OFF: 18.00' L
STA. 26+53.14
OFF: 31.20' L
STA. 27+41.86
OFF: 18.00' L
STA. 27+53.21
OFF: 27.80' L
STA. 27+15.22
OFF: 32.16' L
STA. 27+14.55
OFF: 23.19' L
STA. 27+50.08
OFF: 18.00' R
STA. 27+97.93
OFF: 18.00' R
STA. 28+11.50
OFF: 39.00' R
STA. 27+36.51
OFF: 39.00' R
STA. 27+88.00
OFF: 18.00' L
STA. 28+27.37
OFF: 18.00' L
STA. 28+42.38
OFF: 38.00' L
STA. 27+78.86
OFF: 29.89' L
STA. 28+81.75
OFF: 18.00' R
STA. 28+71.55
OFF: 29.00' R
STA. 29+36.24
OFF: 18.00' R
STA. 29+48.69
OFF: 40.83' R
STA. 29+31.73
OFF: 18.00' L
STA. 29+12.39
OFF: 33.85' L
STA. 29+96.00
OFF: 18.00' L
STA. 30+07.51
OFF: 34.35' L
STA. 29+97.26
OFF: 18.00' R
STA. 29+85.26
OFF: 34.00' R
STA. 30+37.81
OFF: 18.00' R
STA. 30+49.94
OFF: 39.86' R
STA. 30+75.02
OFF: 18.00' L
STA. 31+12.85
OFF: 18.00' L
STA. 31+24.94
OFF: 33.93' LSTA. 30+61.79
OFF: 33.00' L
STA. 31+25.61
OFF: 18.00' R
STA. 31+13.94
OFF: 34.24' R
STA. 31+65.32
OFF: 18.00' R
STA. 31+69.47
OFF: 18.00' R
STA. 31+74.56
OFF: 18.00' L
STA. 31+74.56
OFF: 58.00' L
STA. 32+14.52
OFF: 56.25' L
STA. 31+69.47
OFF: 58.00' R
STA. 31+78.89
OFF: 39.00' R
' B
-B
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
11 ALIGNMENT PLAN--5/5/2025 5:46:20 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.DWG
ALIGNMENT PLAN
RIVIERA DRIVE
STA. 17+50 TO STA. P.O.E.
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:
11 ALIGNMENT PLAN--5/5/2025 5:46:20 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.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
RIVIERA DRIVE
(70' WIDE)
RIVIERA DRIVE
(70' WIDE)
M A
LY
N
B O
U
LE
VA
R
D (8
6' W
ID
E)
RIVIERA DRIVE
(70' WIDE)
M
AT
C H
L
IN
E
SE
E
BO
TT
O
M L
EF
T
(S
EE
T H
IS
S
H
EE
T
M
AT
C H
L
IN
E
SE
E U
PP
ER
R
IG
H T
(S
EE
T H
IS
S
H
EE
T) M
AT
C
H L
IN
E
ST
A.
7+
(S
EE
S
H
EE
T
SEE SHEET NO. 08
SEE SHEET NO. 08
R25'R20'R25'R20'R26'R15'R25'R25'R30'R20'R25'
R20' R30' R20'
R25' R20'
R9' R15' R15' R25' R25' R20' R20' R20'
R24'R18'R20' R28'R28'R25'R25'R20'R22'
R18'R18'R25'R30'
R20' R20' R20' R25' R20' R25' R20' R23' R25' R20' R20'
R40'
R40'
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
+0
+3
10+00
+0
STA. 10+04.21
OFF: 18.00' L
STA. 10+04.21
OFF: 18.00' R
STA. 10+51.80
OFF: 18.00' R
STA. 10+66.77
OFF: 44.00' R
STA. 10+62.92
OFF: 18.00' R
STA. 10+53.02
OFF: 46.32' R
STA. 11+09.28
OFF: 18.00' R
STA. 11+20.74
OFF: 45.73' R
STA. 11+65.72
OFF: 18.00' L
STA. 12+13.04
OFF: 18.00' L
STA. 11+80.49
OFF: 18.00' R
STA. 12+32.65
OFF: 18.00' R
STA. 12+47.32
OFF: 38.24' R
STA. 11+66.85
OFF: 38.95' R
STA. 11+53.47
OFF: 33.81' L
STA. 12+23.93
OFF: 34.77' L
STA. 12+51.02
OFF: 18.00' L
STA. 12+88.58
OFF: 18.00' L
STA. 13+10.85
OFF: 18.00' L
STA. 13+37.00
OFF: 18.00' L
STA. 13+69.49
OFF: 18.00' R
STA. 13+08.40
OFF: 18.00' R
STA. 12+40.25
OFF: 34.85' L
STA. 13+01.93
OFF: 39.14' L
STA. 13+47.04
OFF: 30.45' L
STA. 12+92.56
OFF: 43.48' R
STA. 13+81.30
OFF: 40.03' R
STA. 14+39.26
OFF: 18.00' R
STA. 14+90.18
OFF: 18.00' R
STA. 14+36.24
OFF: 18.00' L
STA. 13+95.60
OFF: 18.00' L
STA. 13+85.01
OFF: 34.96' L STA. 14+46.90
OFF: 34.92' L
STA. 14+27.26
OFF: 34.00' R
STA. 15+15.70
OFF: 18.00' R
STA. 15+58.36
OFF: 18.00' R
STA. 15+56.04
OFF: 18.00' L
STA. 16+06.87
OFF: 18.00' L
STA. 15+43.83
OFF: 39.82' L
STA. 15+74.63
OFF: 36.98' R
STA. 15+04.76
OFF: 40.48' R
STA. 16+57.08
OFF: 18.00' L
STA. 16+97.44
OFF: 18.00' L
STA. 17+08.72
OFF: 34.52' L
STA. 16+45.08
OFF: 34.00' L
STA. 16+37.66
OFF: 58.00' R
STA. 16+37.66
OFF: 18.00' R
STA. 16+77.66
OFF: 57.91' R
STA. 17+13.66
OFF: 58.09' R
STA. 17+44.28
OFF: 30.56' R
STA. 17+39.37
OFF: 18.00' L
STA. 15+02.18
OFF: 34.00' R
STA. 17+26.73
OFF: 36.00' L
STA. 16+19.83
OFF: 37.00' LSTA. 13+01.01
OFF: 30.61' L
STA. 10+04.21
OFF: 43.00' L
' B
-B
STA. 9+68.70
OFF: 48.89' R
STA. 9+92.94
OFF: 16.95' R
R61'
18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
STA. 17+53.66
OFF: 18.00' R
STA. 17+52.51
OFF: 18.02' R
STA. 17+53.66
OFF: 58.00' R
STA. 17+99.59
OFF: 33.44' R
STA. 17+90.34
OFF: 18.00' R
STA. 17+76.83
OFF: 18.00' L
STA. 17+89.79
OFF: 37.00' L
STA. 17+95.07
OFF: 18.00' L
STA. 17+86.10
OFF: 35.88' L
STA. 18+77.80
OFF: 34.45' L
STA. 18+66.43
OFF: 18.00' L
STA. 18+90.51
OFF: 18.00' L
STA. 19+49.59
OFF: 18.00' L
STA. 18+76.94
OFF: 39.00' L
STA. 19+66.99
OFF: 54.02' L
STA. 19+41.44
OFF: 18.00' R
STA. 19+27.35
OFF: 44.48' R
STA. 19+97.11
OFF: 18.00' R
STA. 20+08.38
OFF: 34.52' R
STA. 20+38.03
OFF: 18.00' R
STA. 20+26.03
OFF: 34.00' R
STA. 20+94.22
OFF: 18.00' R
STA. 21+06.73
OFF: 45.27' R
STA. 20+92.26
OFF: 18.00' L
STA. 21+38.44
OFF: 18.00' L
STA. 21+50.46
OFF: 33.98' L
STA. 20+78.64
OFF: 38.97' L
STA. 21+62.82
OFF: 18.00' R
STA. 22+11.98
OFF: 18.00' R
STA. 22+21.64
OFF: 41.06' R
STA. 21+51.17
OFF: 40.12' R
STA. 22+23.39
OFF: 18.00' L
STA. 22+70.14
OFF: 18.00' L
STA. 22+82.86
OFF: 39.52' L
STA. 22+09.82
OFF: 39.00' L
STA. 22+71.16
OFF: 18.00' R
STA. 22+54.78
OFF: 36.89' R
STA. 23+26.04
OFF: 18.00' R
STA. 23+37.61
OFF: 34.31' R
STA. 24+21.37
OFF: 18.00' L
STA. 24+28.87
OFF: 18.00' R
STA. 24+09.37
OFF: 34.00' L
STA. 24+15.30
OFF: 39.00' R
STA. 24+79.05
OFF: 18.00' R
STA. 24+75.06
OFF: 39.00' R
STA. 24+88.62
OFF: 18.00' R
STA. 24+68.20
OFF: 18.00' L
STA. 24+90.89
OFF: 40.02' R
STA. 24+80.20
OFF: 34.00' L
' B
-B
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
12 ALIGNMENT PLAN--5/5/2025 5:46:22 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.DWG
ALIGNMENT PLAN
DOREKA DRIVE
STA. 10+00 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:
12 ALIGNMENT PLAN--5/5/2025 5:46:22 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.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
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)
DOREKA DRIVE
(70' WIDE)
DOREKA DRIVE
(70' WIDE)
M
AT
C H
L
IN
E
SE
E
BO
TT
O
M L
EF
T
(S
EE
T H
IS
S
H
EE
T
M
AT
C H
L
IN
E
SE
E U
PP
ER
R
IG
H T
(S
EE
T H
IS
S
H
EE
T)
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
SEE SHEET NO. 17
SEE SHEET NO. 14
R20'R20'
R25'R25'R25'R20'R25'R25'R25'R30'R20' R20'
R30' R18'
R15'
R23'
R20' R20'
R25'
R40' R25' R20' R25' R25'
R22'R20' R20'R23'R25'R20'R20'R16'R16'R25'R20'R20'R20'
R40.1' R30' R30' R30' R25'
R25' R30' R25' R20' R20' R25' R25'
R25'
MULTICORELINK:02_Alignment Plans-17 ALIGNMENT PLAN MULTICORELINK:02_Alignment Plans-14 ALIGNMENT PLAN
+0
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
STA. 25+31.90
OFF: 18.00' R
STA. 25+44.66
OFF: 39.50' R
STA. 25+87.43
OFF: 18.00' L
STA. 26+36.01
OFF: 18.00' L
STA. 26+65.31
OFF: 18.00' R
STA. 25+91.33
OFF: 18.00' R
STA. 25+77.77
OFF: 39.00' R
STA. 25+73.86
OFF: 38.99' L
STA. 26+48.42
OFF: 39.70' L
STA. 26+78.87
OFF: 39.00' R
STA. 26+74.73
OFF: 18.00' R
STA. 26+61.56
OFF: 33.05' R
STA. 26+89.70
OFF: 18.00' L
STA. 27+50.27
OFF: 18.00' L
STA. 27+47.08
OFF: 18.00' R
STA. 27+59.08
OFF: 34.00' R
STA. 26+79.45
OFF: 40.80' L
STA. 27+63.42
OFF: 39.26' L
STA. 28+13.37
OFF: 18.00' R
STA. 28+52.71
OFF: 18.00' R
STA. 28+70.25
OFF: 18.00' R
STA. 28+92.61
OFF: 18.00' L
STA. 29+07.58
OFF: 44.00' L
STA. 28+38.91
OFF: 29.00' L
STA. 28+03.04
OFF: 35.12' R STA. 28+62.90
OFF: 35.21' R
STA. 28+56.68
OFF: 39.00' R
STA. 29+44.77
OFF: 18.00' R
STA. 29+57.58
OFF: 18.00' L
STA. 29+44.02
OFF: 39.00' L
STA. 29+56.77
OFF: 34.00' R
STA. 29+97.45
OFF: 18.00' R
STA. 30+07.76
OFF: 18.00' L
STA. 30+30.10
OFF: 18.00' R
STA. 29+89.80
OFF: 30.90' R
STA. 30+19.06
OFF: 40.30' L
STA. 30+65.31
OFF: 18.00' R
STA. 30+70.39
OFF: 18.00' L
STA. 30+70.39
OFF: 58.00' L
STA. 30+65.31
OFF: 58.00' R
STA. 31+05.27
OFF: 59.75' R
STA. 31+10.36
OFF: 56.25' L
STA. 30+37.73
OFF: 30.92' R
STA. 28+49.10
OFF: 18.00' L
' B
-B
STA. 31+46.54
OFF: 59.75' L
STA. 31+86.51
OFF: 18.00' L
STA. 31+86.51
OFF: 58.00' L
STA. 31+81.42
OFF: 18.00' R
STA. 31+41.46
OFF: 56.25' R
STA. 31+81.42
OFF: 58.00' R
33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00
+0
+0
STA. 33+71.76
OFF: 18.00' L
STA. 34+18.94
OFF: 18.00' L
STA. 34+88.97
OFF: 18.00' R
STA. 35+27.69
OFF: 18.00' R
STA. 35+76.06
OFF: 18.00' R
STA. 36+22.37
OFF: 18.00' R
STA. 35+59.58
OFF: 36.80' R STA. 36+36.29
OFF: 32.37' R
STA. 36+73.37
OFF: 18.00' L
STA. 37+11.78
OFF: 18.00' L
STA. 37+23.44
OFF: 34.25' L
STA. 36+61.43
OFF: 34.04' L
STA. 36+91.67
OFF: 18.00' R
STA. 37+34.08
OFF: 18.00' R
STA. 36+80.17
OFF: 34.36' R
STA. 37+80.06
OFF: 18.00' R
STA. 38+16.48
OFF: 18.00' R
STA. 38+29.47
OFF: 33.20' R
STA. 37+66.34
OFF: 32.56' R
STA. 39+20.05
OFF: 18.00' R
STA. 39+61.57
OFF: 18.00' R
STA. 39+73.07
OFF: 40.20' R
STA. 39+04.18
OFF: 37.31' R
P.C.
STA. 39+86.72
OFF: 0.00'
STA. 40+16.55
OFF: 18.00' R
STA. 40+06.93
OFF: 39.00' R
STA. 37+46.08
OFF: 34.00' R
R68'
' B
-B
P.T.
STA. 40+93.56
OFF: 0.00'
STA. 40+52.02
OFF: 18.00' R
STA. 40+50.48
OFF: 18.00' R
STA. 41+92.54
OFF: 18.00' R
STA. 41+70.50
OFF: 18.00' L
STA. 41+53.68
OFF: 36.49' L
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
13 ALIGNMENT PLAN--5/5/2025 5:46:25 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.DWG
ALIGNMENT PLAN
DOREKA DRIVE
STA. 25+00 TO STA. 41+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:
13 ALIGNMENT PLAN--5/5/2025 5:46:25 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.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
DOREKA DRIVE
(70' WIDE)
DOREKA DRIVE
(70' WIDE)
M A
LY
N
D R
IV
E
(8 6'
W
ID
E)
DOREKA
DRIVE
(70' WIDE)
VE
RM
AN
DE
R
DR
IV
E
(7 0'
W
ID
E)
M
AT
C H
L
IN
E
SE
E
BO
TT
O
M L
EF
T
(S
EE
T H
IS
S
H
EE
T
M
AT
C H
L
IN
E
SE
E U
PP
ER
R
IG
H T
(S
EE
T H
IS
S
H
EE
T)
M
AT
C H
L
IN
E
ST
A.
5+
(S
EE
S H
EE
T
MATCH LINE STA. 41+00
(SEE SHEET 14)
SEE SHEET NO. 09
SEE SHEET NO. 09
R25'
R25'R25'
R20'R20'
R20'R20'
R20'R25.6'
R20'R20'
R50'
R40'R40'
R40' R40'
CURVE DATA
MULTICORELINK:02_Alignment Plans-09 ALIGNMENT PLAN MULTICORELINK:02_Alignment Plans-09 ALIGNMENT PLAN
41+00 42+00 43+00 44+00 45+00
+0
+0
+0
STA. 39+61.57
OFF: 18.00' R
P.C.
STA. 39+86.72
OFF: 0.00'
STA. 40+16.55
OFF: 18.00' R
STA. 40+06.93
OFF: 39.00' R R68'
P.T.
STA. 40+93.56
OFF: 0.00'
STA. 40+52.02
OFF: 18.00' R
STA. 40+50.48
OFF: 18.00' R
STA. 41+92.54
OFF: 18.00' R
STA. 42+05.18
OFF: 33.50' R
STA. 41+70.50
OFF: 18.00' L
STA. 41+53.68
OFF: 36.49' L
STA. 42+69.11
OFF: 18.00' L
STA. 42+84.85
OFF: 43.54' L
STA. 43+87.07
OFF: 18.00' L
STA. 44+41.65
OFF: 18.00' L
STA. 43+67.82
OFF: 53.06' L
STA. 44+65.90
OFF: 18.00' R
STA. 44+65.88
OFF: 18.00' L
STA. 45+05.88
OFF: 58.01' L
STA. 45+05.90
OFF: 57.99' R
STA. 44+65.90
OFF: 58.00' R
' B
-B
STA. 44+55.46
OFF: 38.84' L
STA. 44+65.88
OFF: 58.00' L
+0
+0
+0
+0
10+00
11+00 12+00 13+00 14+00
+00
+0
+0
STA. 10+17.87
OFF: 57.91' R
STA. 10+57.87
OFF: 18.00' R
STA. 10+57.87
OFF: 58.00' R
STA. 10+58.13
OFF: 18.00' L
STA. 10+18.13
OFF: 58.09' L
STA. 10+58.13
OFF: 58.00' L
STA. 11+77.05
OFF: 18.00' L
STA. 12+21.65
OFF: 18.00' L
STA. 12+22.99
OFF: 18.05' R
STA. 12+90.74
OFF: 18.00' R
STA. 12+84.57
OFF: 18.00' L
STA. 13+27.93
OFF: 18.00' L
STA. 13+88.67
OFF: 18.00' L
P.C.
STA. 13+90.95
OFF: 0.00'
STA. 13+62.41
OFF: 18.00' R
STA. 14+06.44
OFF: 18.00' R
STA. 14+28.78
OFF: 18.00' R
STA. 14+70.28
OFF: 18.00' R
STA. 14+34.01
OFF: 18.00' L
P.T.
STA. 16+12.74
OFF: 0.00'
STA. 15+72.96
OFF: 18.00' R
STA. 15+63.15
OFF: 40.06' R
STA. 16+58.65
OFF: 18.00' R
STA. 16+50.05
OFF: 36.06' R
STA. 16+32.64
OFF: 18.00' R
STA. 14+96.02
OFF: 18.00' L
STA. 13+53.56
OFF: 18.00' L
36' B-B
R144'
0190-0491
FRASER INDUSTRIAL
DISTRICT S.A.D.
CITY OF FRASER
SCALE:
14 ALIGNMENT PLAN--5/5/2025 5:46:27 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.DWG
ESR MAV MARCH 2025
1"=30' HORIZ.
1" = X' VERT.
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:
14 ALIGNMENT PLAN--5/5/2025 5:46:27 AM
M:\0190\0190-0491\CAD\DRAWINGS\CONSTRUCTION\CIVIL\02_ALIGNMENT PLANS.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
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)
B
EN
N
ET
T D
R
IV
E
(7 0'
W
ID
E)
VERMANDER DRIVE
(70' WIDE)
DOREKA DRIVE
(70' WIDE)
ALIGNMENT PLAN
VERMANDER/DOREKA ROAD
STA. 41+00 TO STA. P.O.E.
JAMES J POMPO ROAD
STA. 10+00 TO STA 17+00
MAT
CH LI
NE
ST
A.
P
.O .E
(S
EE
S
HEE
T
MATCH LINE STA 17+00
(SEE SHEET 15)
SEE SHEET NO. 16
SEE SHEET NO. 16
SEE SHEET NO. 12
SEE SHEET NO. 12
R25' R30'
R20'
R40' R25'
R20'
R25'
R40
R40'
R40
R40'
CURVE DATA
MULTICORELINK:02_Alignment Plans-16 ALIGNMENT PLAN MULTICORELINK:02_Alignment Plans-16 ALIGNMENT PLAN MULTICORELINK:02_Alignment Plans-12 ALIGNMENT PLAN
17+00
18+00
19+00 20+00 21+00 22+00 23+00 24+00
STA. 17+12.08
OFF: 18.00' R
STA. 17+19.83
OFF: 36.44' R
P.C.
STA. 18+23.84
OFF: 0.00'
P.T.
STA. 18+75.79
OFF: 0.00'
STA. 18+46.39
OFF: 18.00' L
STA. 18+85.45
OFF: 18.00' L
STA. 19+90.86
OFF: 18.00' R
STA. 20+29.09
OFF: 18.00' R
STA. 19+77.41
OFF: 32.80' R STA. 20+39.71
OFF: 34.95' R
STA. 19+79.20
OFF: 18.00' L
STA. 19+71.20
OFF: 24.00' L
STA.
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