2025 Street Program_IFB Plans_9-9-2024_signed.pdf
PDF 6 MB Posted
- Attached to
- 2025 Street Program Bid
- Solicitation number
- 2024-37
- Issued by
- Sanilac County, Michigan
About this file
The provided document is a set of engineering and construction plans for the City of Owosso's 2025 Street Program, specifically focusing on improvements to Howell Street and Lynn Street in Shiawassee County, Michigan. The project involves a comprehensive street reconstruction effort, including hot mix asphalt (HMA) paving, road base crushing and shaping, asphalt stabilization, storm sewer installation, and associated infrastructure upgrades. The project covers approximately 4+50 station lengths, with detailed plans for road right-of-way modifications, drainage structure replacements, sidewalk and curb ramp improvements, and utility adjustments. The construction plans include typical cross-sections, removal plans, construction details, and soil boring information.
The project scope includes specific quantities for various construction elements, such as 753 square yards of HMA base crushing and shaping for Lynn Street, 1,069 square yards for Howell Street, 129 linear feet of SDR-26 sewer installation, and multiple drainage structure modifications. The plans detail precise engineering specifications, including pavement thickness, aggregate base requirements, and roadway geometric improvements. The project will involve temporary traffic control measures, erosion control strategies, and landscape restoration. Funding appears to be municipal, with the work to be completed as part of the city's annual street improvement program, targeting infrastructure enhancement and maintenance for the identified street segments.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 2025 Street Program Bid Documents.pdf | ||
| 2025 Street Program Addendum 1.pdf | ||
| 2025 Street Program Addendum 2.pdf |
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Text version
NOTE: ALL ITEMS LISTED ON THE LEGEND MAY
NOT BE PRESENT ON DRAWING.
CATV CATV CATV
E E E E
T T T
G G
W
B#
OH OH OH
EXISTING FEATURES LEGEND
C
CURB RAMP OPENING TO BE PAID FOR AS:
Concrete Curb and Gutter, Det F4, Modified
HMA SURFACE
4" THICK CONCRETE
SIDEWALK LANDING
7" THICK CONCRETE SIDEWALK RAMP
FROM CONCRETE CURB AND GUTTER
TO LANDING. TO BE PAID FOR AS
Sidewalk Ramp, Conc, 7 inch.
SIDEWALK RAMP THICKNESS DETAIL
NOT TO SCALE
TO BE PAID FOR AS
Sidewalk Ramp, Conc, 7 inch.
LANDING
RAMP
SIDEWALK RAMP DETAIL
NOT TO SCALE
VARIABLE WIDTH
TAPER FROM 0' - 0.5'
SIDEWALK RAMP, CONC, 7 INCH
EXPANSION JOINT PER MDOT
SPECIAL DETAIL R-28-J
CURB RAMP OPENING, CONC
CURB AND GUTTER
PER PLANS
EDGE OF SIDEWALK
0.5' MIN
TAPERED SIDEWALK
RAMP EDGE (TYP)
TAPERED SIDEWALK
RAMP EDGE (TYP)
VARIABLE HEIGHT
TAPER FROM 0" - 6"
SIDEWALK RAMP SECTION AT CURB
(WHERE EXISTING)
SEE TYPICAL
PAVEMENT
SECTION
1'
MIN.
INSTALL GEOTEXTILE SEPARATOR
OVER MDOT 6A COMPACTED
CRUSHED STONE ON ROAD CROSSING
AND ALL OTHER AREAS THAT REQUIRE
COMPLETE SAND BACKFILL, COST TO
BE INCLUDED IN PAY ITEM FOR LINEAL
FOOT OF SEWER PIPE AS BID
TRENCH SLOPE SHALL BE OSHA
& MIOSSHA REGULATION
BACKFILL WITH MDOT
CLASS II OR II A MATERIAL 1
4" MIN. BEDDING
HAUNCHING PIPE
EMBANKMENT
FOR TRENCH WIDTH
SEE TRENCH
WIDTH CHART
TRENCH DETAIL B, MODIFIED DETAIL
NOT TO SCALE
PIPE SIZE
6", 8" & 10" 12" & 15"
18" 21" 24" 27" 30" 36"
LARGER THAN 36"
TRENCH WIDTH CHART
MINIMUM
24" 30" 34" 38" 42" 45" 49" 56"
I.D. +20"
MAXIMUM
30" 36" 40" 42" 46" 49" 53" 60"
I.D. +24
IN
IT
IA
L
BA
C
KF
IL
L
I.D
" M
IN
3.
5'
DRIVEWAY APPROACH DETAIL
NOT TO SCALE
T
1.5'
TYP
2'
TYP
DRIVEWAY, NONREINF CONC, 6 INCH
1/2" EXPANSION JOINT
DIMENSION T IS 1' EACH SIDE OF THE EXISTING DRIVEWAY WIDTH BEHIND SIDEWALK
DRIVEWAY OPENING, CONC, DET L
BACK OF CURB
EDGE OF PAVEMENT
PLACE 4 INCH SUBBASE BENEATH
PROPOSED DRIVEWAY APPROACH.
PAID FOR AS SUBBASE, CIP
PR
O
P.
EX
. 4
'EX. SIDEWALK
EX. DRIVEWAY
5' TYP
Quantity Unit Pay Item
1 Ea Barricade, Type III, High Intensity, Double Sided, Lighted, Furn & Oper
1 LSUM
25 Ea
66 Sft Sign, Type B, Temp, Prismatic, Furn & Oper
4 Ea Pedestrian, Type II Barricade, Temp
Quantity Unit Pay Item
1 LSUM Mobilization, Max $17,200
11 Syd Pavt, Rem
100 Cyd Subgrade Undercutting, Special
7 Cyd Subbase, CIP
50 Ton Maintenance Gravel
2 Ea Sanitary Service, Conflict
2 Ea
2 Ea Dr Structure, Tap, 10 inch
2 Ton Cement
11 Syd Driveway, Nonreinf Conc, 6 inch
12 Ea
225 Syd Turf Establishment, Performance
48 Ft Post, Steel, 3 lb
3 Ea Sign, Type III, Rem
3 Ea Sign, Type III, Erect, Salv
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SANITARY CLEANOUT
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FOUND CONC. MONUMENT
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TELEPHONE MANHOLE
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ELECTRICAL MANHOLE
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MANHOLE
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LIGHT POLE
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SET IRON ROD
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FOUND IRON ROD
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YARD LIGHT
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GUY ANCHOR
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GUY POLE
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CURB STOP & BOX
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SOIL BORING
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GUARD POST
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MONITORING WELL
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WELL
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RD. CATCH BASIN
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SQ. CATCH BASIN
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FIRE HYDRANT
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WATER VALVE
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MAILBOX
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SIGN
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PED CROSSING SIGNAL
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POWER POLE
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ELECTRICAL RISER
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TREE (CONIFEROUS)
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DEAD TREE
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STUMP
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BM#1
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SYMBOL
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CABLE BOX
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TELEPHONE RISER
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DESCRIPTION
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BUSH
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TREE (DECIDUOUS)
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DESCRIPTION
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SYMBOL
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SYMBOL
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SANITARY SEWER
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CULVERT (21" AND UNDER)
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CULVERT (24" AND UP)
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OVERHEAD LINES
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FENCE
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WOODLINE
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STORM SEWER
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CABLE T.V.
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TELEPHONE
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ELECTRIC
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GAS
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PROPERTY LINE
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SECTION CORNER
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WATERMAIN
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BENCHMARK
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SURVEY CONTROL POINT
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DESCRIPTION
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WATER MANHOLE
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WATER METER
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BOUNDARY LINE
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GUARDRAIL
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ELECTRICAL HANDHOLE
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EHH
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TELEPHONE HANDHOLE
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THH
CONSTRUCTION SEQUENCE
1. INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES.
2. TRENCH EXCAVATION, STORM INSTALLATION, AND BACKFILL.
3. PERMANENT MEASURES, FINAL GRADING, SEEDING AND MULCHING.
MICHIGAN DEPARTMENT OF MANAGEMENT AND BUDGET
S-E-S-C KEYING SYSTEM
KEY
EROSION CONTROLS
E1
E2
E3
E4
E5
E6
E7
E8
E9
E10
E11
E12
E13
E14
E15
E16
B = BIOENGINEERING
ES31
ES32
ES33
B
ES34
ES35
ES36
ES37
ES38
ES39
B
ES40
ES41
B = BIOENGINEERING
SYMBOL WHERE USED KEY
E17
E18
E19
E20
E21
MICHIGAN DEPARTMENT OF MANAGEMENT AND BUDGET
S-E-S-C KEYING SYSTEM
SYMBOL WHERE USED KEY
SEDIMENT CONTROLS
S51
B
EROSION / SEDIMENT
CONTROLS
S52
S53
S54
S55
S56
S57
S58
S59
S60
S61
B = BIOENGINEERING
MICHIGAN DEPARTMENT OF MANAGEMENT AND BUDGET
S-E-S-C KEYING SYSTEM
SYMBOL WHERE USED
B
CONSTRUCTION SEQUENCE
STRIP AND STOCKPILE TOPSOIL
ROUGH GRADE/ SEDIMENT CONTROL
TEMP CONTROL MEASURES
STORM FACILITIES
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
SOIL EROSION/SEDIMENTATION CONTROL
OPERATION TIME SCHEDULE
TEMP CONSTRUCTION ROADS
FOUNDATION/ BLDG. CONSTRUCTION
SITE CONSTRUCTION
PERM CONTROL MEASURES
FINISH GRADING
LANDSCAPING
N/A N/A N/A
N/A
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S.
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S T.
CASS ST.
LYNN ST.
S.
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S
T. LYNN ST.
S.
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S T.
W. MAIN ST.
CLINTON ST.
1,3 2,4
1,3
1,3
PROJECT LOCATION
TEMPORARY SIGN
MAINTAINING TRAFFIC LEGEND
NORTH
SIGNING REQUIREMENTS
NO. SIGN SIGN
DESIGNATOIN SIZE NO. REQ. TOTAL AREA
(SFT)
1 W20-1 48 x 48 3 48
2 R11-3A 60 x 30 1 13
3 M4-8 MOD 30 X 8 3 5
4 TYPE III BARRICADE 1
WORK
ROAD
AHEAD
ROAD CLOSED
LOCAL TRAFFIC ONLY
HOWELL ST
SHEET
NO. DESCRIPTION
HL1 HOWELL ST & LYNN ST - COVER SHEET & TRAFFIC
CONTROL PLAN
HL2 HOWELL ST & LYNN ST - TYPICAL CROSS SECTIONS
HL3 HOWELL ST & LYNN ST - REMOVAL PLAN
HL4 HOWELL ST & LYNN ST - CONSTRUCTION PLAN
HL5 HOWELL ST & LYNN ST - SOIL BORINGS
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18' R.O.W. 18' R.O.W.
EX. 8.5' LANE EX. 10'-11' LANE
EX. 0'-2'
AGGREGATE
SHOULDER
EX. 0'-2'
AGGREGATE
SHOULDER4' 4'
18' R.O.W. 18' R.O.W.
PLACE:
4" HMA 13A @ 440 #/SYD
(2 LIFTS - BASE @ 275#/SYD
TOP @ 165 #/SYD)
6" HMA CRUSHING AND SHAPING, MODIFIED
ASPHALT STABILIZED AGGREGATE
BASE COURSE, 4 INCH
PROPOSED 10' TRAVEL LANE PROPOSED 10' TRAVEL LANE4' 4'VARIES VARIES
66' R.O.W.
EX. 10'-11' LANE EX. 10'-11' LANE4'
66' R.O.W.
PLACE:
5" HMA 13A @ 440 #/SYD
(2 LIFTS - BASE @ 275#/SYD
TOP @ 275 #/SYD)
6" HMA CRUSHING AND SHAPING, MODIFIED
ASPHALT STABILIZED AGGREGATE
BASE COURSE, 4 INCH
PROPOSED 12' TRAVEL LANE PROPOSED 12' TRAVEL LANE4' 2' 2'
LYNN STREET - HMA APPLICATION RATE
ITEM PAY ITEM RATE PER SYD PERFORMANCE
GRADE
ESTIMATED
THICKNESS REMARKS
HMA
HMA, 13A 165 LBS. 64-28 1.5" TOP COURSE - AWI = 220 (MIN)
HMA, 13A 275 LBS 64-28 2.5" BASE COURSE
DRIVE APPROACH
HMA APPROACH 220 LBS. 58-28 2"
TOP COURSE - AWI = 220 (MIN)
HMA, 13A
HMA APPROACH 330 LBS. 58-28 3"
BASE COURSE
HMA, 13A
BOND COAT 0.1 GAL. SS-1H (FOR INFORMATION ONLY)
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HOWELL STREET - HMA APPLICATION RATE
ITEM PAY ITEM RATE PER SYD PERFORMANCE
GRADE
ESTIMATED
THICKNESS REMARKS
HMA
HMA, 13A 275 LBS. 64-28 1.5" TOP COURSE - AWI = 220 (MIN)
HMA, 13A 275 LBS 64-28 2.5" BASE COURSE
DRIVE APPROACH
HMA APPROACH 220 LBS. 58-28 2"
TOP COURSE - AWI = 220 (MIN)
HMA, 13A
HMA APPROACH 330 LBS. 58-28 3"
BASE COURSE
HMA, 13A
BOND COAT 0.1 GAL. SS-1H (FOR INFORMATION ONLY)
NOTES:
1. WIND ROW SUFFICIENT AMOUNT OF AGGREGATE ALONG ROAD EDGES FOR BLENDING PROPOSED
PAVEMENT WITH EX. GROUND. NOT TO BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED AS
PART OF MAJOR WORK ITEMS.
2. MATCH PROPOSED ROAD SURFACE WITH ADJACENT PAVEMENT OF OTHER STREETS, PARKING
AREAS, ETC. AS DIRECTED BY THE ENGINEER.
3. RESIDENTIAL GRAVEL DRIVEWAYS: CONSTRUCT A 2' ASPHALT WING TO FIT PROPOSED ROAD TO
ADJACENT DRIVEWAYS AS DIRECTED BY THE ENGINEER. PLACE ADDITIONAL GRAVEL BEHIND
ASPHALT WING AND BLEND INTO EXISTING DRIVEWAY PAID FOR AS APPROACH, CL I, LM.
NOTES:
1. WIND ROW SUFFICIENT AMOUNT OF AGGREGATE ALONG ROAD EDGES FOR BLENDING PROPOSED
PAVEMENT WITH EX. GROUND. NOT TO BE PAID FOR SEPARATELY, BUT WILL BE CONSIDERED AS
PART OF MAJOR WORK ITEMS.
2. MATCH PROPOSED ROAD SURFACE WITH ADJACENT PAVEMENT OF OTHER STREETS, PARKING
AREAS, ETC. AS DIRECTED BY THE ENGINEER.
3. RESIDENTIAL GRAVEL DRIVEWAYS: CONSTRUCT A 2' ASPHALT WING TO FIT PROPOSED ROAD TO
ADJACENT DRIVEWAYS AS DIRECTED BY THE ENGINEER. PLACE ADDITIONAL GRAVEL BEHIND
ASPHALT WING AND BLEND INTO EXISTING DRIVEWAY PAID FOR AS APPROACH, CL I, LM.
AutoCAD SHX Text
C/L R.O.W. C/L ROAD
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VARIES
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VARIES
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C/L R.O.W. C/L ROAD
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 2.0%
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4.0% MAX
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4.0% MAX
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C/L ROAD
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VARIES
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VARIES
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C/L ROAD
AutoCAD SHX Text 2.0%
AutoCAD SHX Text 2.0%
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4.0% MAX
4.0% MAX
0+00 1+00 2+00 3+00 3+45
S58
S58
S H
O W
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ST
CLINTON ST
0+
1+
2+
3+
4+
4+
SB-1
SB-3
SB-2
LEGEND
Curb and Gutter, Rem
Sewer, Rem
Dr Structure, Rem
HMA Surface, Rem
Trenching, Modified
Pavt, Rem
Sidewalk, Rem
Excavation Earth
STANDARD SOIL EROSION KEY#
HOWELL ST & LYNN ST
REMOVAL PLAN
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LYNN ST REMOVAL QUANTITIES (THIS SHEET)
QUANTITY UNIT WORK ITEM
13 Syd Pavt, Rem 13 Syd Sidewalk, Rem 2 Cyd Excavation, Earth
17 Sta Trenching, Modified 1 Ea Dr Structure, Temp Lowering
HOWELL ST REMOVAL QUANTITIES (THIS SHEET)
QUANTITY UNIT WORK ITEM
2 Ea Dr Structure, Rem 36 Ft Sewer, Rem, Less than 24 inch 17 Ft Curb and Gutter, Rem 23 Syd Pavt, Rem 20 Syd Sidewalk, Rem 5 Cyd Excavation, Earth 2 Ea Erosion Control, Inlet Protection, Fabric Drop
30 Sta Trenching, Modified 1 Ea Dr Structure, Temp Lowering
BM 3328 EL. 733.33
NAIL IN WEST FACE OF POWER POLE, EAST LINE OF
SOUTH HOWELL STREET (NAVD 88)
S. HOWELL STREET
EX 66' R.O.W.
S HOWELL STREET
EX 66' R.O.W.
BM 3298 EL. 732.32
NAIL IN WEST FACE OF POWER POLE, EAST LINE OF
SOUTH AT LYNN STREET (NAVD 88)
CAUTION! HAZARDOUS /
FLAMMABLE MATERIALS
CAUTION! HAZARDOUS /
FLAMMABLE MATERIALS
LY
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EX
6'
R .O
.W
6.0'
3.
5'
C
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N S
T
EX
6'
R .O
.W
2.
0'
7.5'
6.3'
3.0'
Dr Structure, Temp Lowering
Dr Structure, Temp Lowering
LYNN STREET
POB 0+00.50
HOWELL STREET
POB 0+33.00
HOWELL STREET
POE 3+63.00
Relocate by others
Relocate by others
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FENCE
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LAWN
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GRVL
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"A.L. AND B.O. WILLIAMS ADDITION TO THE CITY OF OWOSSO"
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LOT 18
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STOP
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LOT 7
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LOT 8
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LOT 9
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"A.L. AND B.O. WILLIAMS ADDITION TO THE CITY OF OWOSSO"
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LOT 18
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LOT 5
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GENESEE ST (VACATED)
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LOT 6
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"A.L. AND B.O. WILLIAMS ADDITION TO THE CITY OF OWOSSO"
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GRVL
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GRVL
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GRVL
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GRVL
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GRVL
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GRVL
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CONC WALK
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GRVL
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HMA
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LAWN
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GRVL
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GRVL
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LAWN
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LAWN
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CONC
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CONC
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LAWN
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CONC
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CONC WALK
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METER
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LNDSCP
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LNDSCP
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LNDSCP
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FENCE
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CONC
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CONC
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CONC
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GRVL
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CONC
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GRVL
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CONC WALK
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CONC
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CINDER BLOCKS
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LNDSCP
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HMA
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GRVL
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CONC
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CONC
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CONC WALK
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GRVL
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LAWN
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GRVL
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LAWN
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STREET
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BM3328
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BM3298
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HOUSE
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GRVL
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GRVL
AutoCAD SHX Text 710 023-025
AutoCAD SHX Text 706 023-026
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AutoCAD SHX Text 709 023-019
AutoCAD SHX Text 715 023-021
AutoCAD SHX Text 717 023-022
AutoCAD SHX Text 716 023-023
AutoCAD SHX Text 707 023-018
AutoCAD SHX Text 221 023-010
AutoCAD SHX Text 227 023-011
AutoCAD SHX Text 216 022-004
AutoCAD SHX Text 222 022-005
AutoCAD SHX Text
EX. 2"P-MP
AutoCAD SHX Text
EX. 2"P-MP
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.10"STM
AutoCAD SHX Text
SAMH 2404-040
AutoCAD SHX Text
CB 1244
AutoCAD SHX Text
SAMH 2404-039
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
CB 1243
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text 12968
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
050-660-018-001-00 DANIELS, LAVERN E 122 S HOWELL ST
AutoCAD SHX Text
"AL AND BO WILLIAMS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
050-660-018-003-00 ZAWACKI, JOSEPH D 708 CLINTON ST
AutoCAD SHX Text
050-660-018-007-00 ROWLAND, J JR 712 CLINTON ST
AutoCAD SHX Text
050-660-018-008-00 LARRIVEY, ROBERTO 716 CLINTON ST
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
050-660-018-010-00 YAM, DAVID LEE & SAING H 720 CLINTON ST
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
050-660-018-011-00 PETERS, PAUL & ALISA 726 CLINTON ST
AutoCAD SHX Text
050-660-018-013-00 BARTON, WILLIAM & CHERYL 730 CLINTON ST
AutoCAD SHX Text
050-660-019-004-00 WEATHERS, JENNIFER 620 CLINTON ST
AutoCAD SHX Text
050-660-019-005-00 D.J. MILLER INVESTMENTS, LLC 618 CLINTON ST
AutoCAD SHX Text
"AL AND BO WILLIAMS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
050-660-023-006-00 KENNEY, SHERRY 729 CLINTON ST
AutoCAD SHX Text
"AL AND BO WILLIAMS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
050-660-023-005-00 CERIUM, LLC 723 CLINTON ST
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
050-660-023-004-00 SWENDER, GABE 715 CLINTON ST
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
050-660-023-003-00 CENTURION EQUITIES, LLC 709 CLINTON ST
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
050-660-023-001-00 LINGO, EUGENE D JR 703 CLINTON ST
AutoCAD SHX Text
LOT 8
AutoCAD SHX Text
050-660-022-001-00 DUNN, DIANE 621 CLINTON ST
AutoCAD SHX Text
050-660-022-003-00 MASON, AMBER & DON 615 CLINTON ST
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
PAVERS
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
PAD
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
LNDSCP
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
PAD
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
EX.6" W.M.
AutoCAD SHX Text
EX.4" W.M.
AutoCAD SHX Text
EX.6" W.M.
AutoCAD SHX Text
EX.10"STM
AutoCAD SHX Text
EX.10"STM
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
SNM-2404-042
AutoCAD SHX Text
SNM-2404-041
AutoCAD SHX Text
SNM-2404-038
AutoCAD SHX Text
CB-1791
AutoCAD SHX Text
CB-1792
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
0+00 1+00 2+00 3+00 3+45
S58
S58
S H
O W
EL
L
ST
CLINTON ST
0+
1+
2+
3+
4+
4+
STA. 1+38, 18.3' L
PLACE: Prop CB 1245
Dr Structure, 36 inch dia, Modified
(2' SUMP)
Dr Structure Cover, Type EJ 1040 w/ Type N Oval Grate
RIM = 731.70
INV. 10" S 728.87
STA. 0+68, 20.4' L
PLACE: Prop CB 1244
Dr Structure, 48 inch dia, Modified
(2' SUMP)
Dr Structure Cover, Type EJ 1040 w/ Type N Oval Grate
RIM = 731.10
INV. 10" E 728.34
INV. 10" N 728.34
INV. 10" SE 728.34
STA. 0+83, 22.6' R
PLACE: Prop CB 1243 Dr Structure, 36 inch dia, Modified
(2' SUMP)
Dr Structure Cover, Type EJ 1040 w/ Type N Oval Grate
RIM = 731.50
INV. 10" W 728.67
PLACE:
Sewer, SDR-26, 10 inch, Tr Det B, Modified - 13 Ft (13' @ 0.50%)
CONNECT TO EXISTING STORM SEWER
PLACE:
Sewer, SDR-26, 10 inch, Tr Det B, Modified - 45 Ft (45' @ 0.72%)
PLACE:
Sewer, SDR-26, 10 inch, Tr Det B, Modified - 70 Ft (70' @ 0.75%)
S58
CONSTRUCTION LEGEND
Curb and Gutter, Conc, Det F4, Modified
Sewer, SDR-26, __ inch, Tr Det B, Modfied
HMA
HMA Base Crushing and Shaping, Modified and Asphalt Cement Stabilized Base Course
Aggregate Base, 9 inch, Modified
Driveway, Nonreinf, Conc, 6 inch
Approach, Cl I, LM
Sidewalk, Conc, __ inch
Curb Ramp, Conc, __ inch
Turf Establishment, Peformance
BE
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HOWELL ST & LYNN ST
CONSTRUCTION PLAN
LYNN ST CONSTRUCTION QUANTITIES (THIS SHEET)
QUANTITY UNIT WORK ITEM
10 Cyd Embankment, CIP 2 Cyd Subbase, CIP
55 Syd Aggregate Base, 9 inch, Modified 753 Syd HMA Base Crushing and Shaping, Modified 753 Syd Asphalt Cement Stabilized Base Course
1204 Gal Asphalt Cement Binder 4 Cyd Approach, Cl I, LM 51 Ton Shoulder, Cl I 1 Ea Dr Structure Cover, Adj, Case 1
1 Ea Dr Structure Cover, Type EJ 1040 w/ Soild Gasket Sealed Cover
162 Ton HMA, 13A 24 Sft Sidewalk, Conc, 4 inch
134 Sft Curb Ramp, Conc, 4 inch 100 Syd Turf Establishment, Performance
1 Ea Post, Mailbox 1 Ea Gate Box, Adj, Temp, Case 1
HOWELL ST CONSTRUCTION QUANTITIES (THIS SHEET)
QUANTITY UNIT WORK ITEM
50 Cyd Embankment, CIP 1 Ea Erosion Control, Inlet Protection, Fabric Drop 6 Cyd Subbase, CIP
153 Syd Aggregate Base, 9 inch, Modified 1069 Syd HMA Base Crushing and Shaping, Modified 1069 Syd Asphalt Cement Stabilized Base Course 1709 Gal Asphalt Cement Binder
40 Cyd Material, Surplus and Unsuitable, Rem, LM 28 Cyd Approach, Cl I, LM 48 Ton Shoulder, Cl I
129 Ft Sewer, SDR-26, 10 inch, Tr Det B, Modified 1 Ea Dr Structure Cover, Adj, Case 1
1 Ea Dr Structure Cover, Type EJ 1040 w/ Soild Gasket Sealed Cover
3 Ea Dr Structure Cover, Type EJ 1040 w/ Type N Oval Grate
2 Ea Dr Structure, 36 inch dia, Modified 1 Ea Dr Structure, 48 inch dia, Modified
286 Ton HMA, 13A 24 Syd Driveway, Nonreinf Conc, 6 inch 10 Ft Detectable Warning Surface, Modified 114 Sft Sidewalk, Conc, 6 inch 75 Sft Curb Ramp, Conc, 4 inch 52 Sft Curb Ramp, Conc, 7 inch 600 Syd Turf Establishment, Performance
4 Ea Gate Box, Adj, Temp, Case 1
BM 3328 EL. 733.33
NAIL IN WEST FACE OF POWER POLE, EAST LINE OF
SOUTH HOWELL STREET (NAVD 88)
S. HOWELL STREET
EX 66' R.O.W.
S HOWELL STREET
EX 66' R.O.W.
BM 3298 EL. 732.32
NAIL IN WEST FACE OF POWER POLE, EAST LINE OF
SOUTH AT LYNN STREET (NAVD 88)
CAUTION! HAZARDOUS /
FLAMMABLE MATERIALS
CAUTION! HAZARDOUS /
FLAMMABLE MATERIALS
LY
N
N S
T
EX
6'
R .O
.W
C
LI
N
TO
N S
T
EX
6'
R .O
.W
REMOVE CRUSHED MATERIAL TO PROVIDE
A 5" REVEAL. REGRADE PRIOR TO
STABILIZATION. PAID FOR AS: Material, Surplus and Unsuitable, Rem, LM
REMOVE CRUSHED MATERIAL TO PROVIDE
A 5" REVEAL. REGRADE PRIOR TO
STABILIZATION. PAID FOR AS: Material, Surplus and Unsuitable, Rem, LM
Dr Structure Cover, Adj, Case 1 Dr Structure Cover, Type EJ 1040 w/ Solid Gasket Sealed Cover
Dr Structure Cover, Adj, Case 1 Dr Structure Cover, Type EJ 1040 w/ Solid Gasket Sealed Cover
Gate Box, Adj, Temp, Case 1
Gate Box, Adj, Temp, Case 1
Gate Box, Adj, Temp, Case 1
LYNN STREET
POB 0+00.50
HOWELL STREET
POB 0+33.00
HOWELL STREET
POE 3+63.00
Post, Mailbox
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
"A.L. AND B.O. WILLIAMS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
LOT 18
AutoCAD SHX Text
STOP
AutoCAD SHX Text
LOT 7
AutoCAD SHX Text
LOT 8
AutoCAD SHX Text
LOT 9
AutoCAD SHX Text
"A.L. AND B.O. WILLIAMS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
LOT 18
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
GENESEE ST (VACATED)
AutoCAD SHX Text
LOT 6
AutoCAD SHX Text
"A.L. AND B.O. WILLIAMS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
HMA
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
METER
AutoCAD SHX Text
LNDSCP
AutoCAD SHX Text
LNDSCP
AutoCAD SHX Text
LNDSCP
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CINDER BLOCKS
AutoCAD SHX Text
LNDSCP
AutoCAD SHX Text
HMA
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
STREET
AutoCAD SHX Text
BM3328
AutoCAD SHX Text
BM3298
AutoCAD SHX Text
HOUSE
AutoCAD SHX Text 710 023-025
AutoCAD SHX Text 706 023-026
AutoCAD SHX Text 218 023-027
AutoCAD SHX Text 713 023-020
AutoCAD SHX Text 709 023-019
AutoCAD SHX Text 715 023-021
AutoCAD SHX Text 717 023-022
AutoCAD SHX Text 716 023-023
AutoCAD SHX Text 707 023-018
AutoCAD SHX Text 221 023-010
AutoCAD SHX Text 227 023-011
AutoCAD SHX Text 216 022-004
AutoCAD SHX Text 222 022-005
AutoCAD SHX Text
EX. 2"P-MP
AutoCAD SHX Text
EX. 2"P-MP
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.10"STM
AutoCAD SHX Text
SAMH 2404-040
AutoCAD SHX Text
SAMH 2404-039
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text
EX.6"W.M.
AutoCAD SHX Text 12968
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
050-660-018-001-00 DANIELS, LAVERN E 122 S HOWELL ST
AutoCAD SHX Text
"AL AND BO WILLIAMS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
050-660-018-003-00 ZAWACKI, JOSEPH D 708 CLINTON ST
AutoCAD SHX Text
050-660-018-007-00 ROWLAND, J JR 712 CLINTON ST
AutoCAD SHX Text
050-660-018-008-00 LARRIVEY, ROBERTO 716 CLINTON ST
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
050-660-018-010-00 YAM, DAVID LEE & SAING H 720 CLINTON ST
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
050-660-018-011-00 PETERS, PAUL & ALISA 726 CLINTON ST
AutoCAD SHX Text
050-660-018-013-00 BARTON, WILLIAM & CHERYL 730 CLINTON ST
AutoCAD SHX Text
050-660-019-004-00 WEATHERS, JENNIFER 620 CLINTON ST
AutoCAD SHX Text
050-660-019-005-00 D.J. MILLER INVESTMENTS, LLC 618 CLINTON ST
AutoCAD SHX Text
050-660-019-008-00 LAHD, INC 601 W MAIN ST
AutoCAD SHX Text
LOT 19
AutoCAD SHX Text
"AL AND BO WILLIAMS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
LOT 5
AutoCAD SHX Text
050-660-023-006-00 KENNEY, SHERRY 729 CLINTON ST
AutoCAD SHX Text
"AL AND BO WILLIAMS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
LOT 4
AutoCAD SHX Text
050-660-023-005-00 CERIUM, LLC 723 CLINTON ST
AutoCAD SHX Text
LOT 3
AutoCAD SHX Text
050-660-023-004-00 SWENDER, GABE 715 CLINTON ST
AutoCAD SHX Text
LOT 2
AutoCAD SHX Text
050-660-023-003-00 CENTURION EQUITIES, LLC 709 CLINTON ST
AutoCAD SHX Text
LOT 1
AutoCAD SHX Text
050-660-023-001-00 LINGO, EUGENE D JR 703 CLINTON ST
AutoCAD SHX Text
LOT 8
AutoCAD SHX Text
050-660-022-001-00 DUNN, DIANE 621 CLINTON ST
AutoCAD SHX Text
LOT 8
AutoCAD SHX Text
050-660-022-003-00 MASON, AMBER & DON 615 CLINTON ST
AutoCAD SHX Text
"AL AND BO WILLIAMS ADDITION TO THE CITY OF OWOSSO"
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
PAVERS
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
PAD
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
LNDSCP
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC WALK
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GAS LINE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
PAD
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
GRVL
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
EX.6" W.M.
AutoCAD SHX Text
EX.4" W.M.
AutoCAD SHX Text
EX.6" W.M.
AutoCAD SHX Text
EX.10"STM
AutoCAD SHX Text
EX.10"STM
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
SNM-2404-042
AutoCAD SHX Text
SNM-2404-041
AutoCAD SHX Text
SNM-2404-038
AutoCAD SHX Text
CB-1791
AutoCAD SHX Text
CB-1792
AutoCAD SHX Text
EX.8"SAN
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
BE
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| Sheets and Views |
| 2025 Street Program Cover Page and Detail Sheets-CS |
| 2025 Street Program Cover Page and Detail Sheets-D1 |
| 2025 Street Program Cover Page and Detail Sheets-D2 |
| Lynn_1_Traffic Control-HL1 |
| Lynn_2_Typical Sections-HL2 |
| Lynn_3_Removal_4_Construction-HL3 |
| Lynn_3_Removal_4_Construction-HL4 |
| Lynn_5_SoilBorings-HL5 |
File details come from the government source that posted it. Updated .