2025 Drainage Improvements Project - IFB Plans_11-4-2024.pdf
PDF 5 MB Posted
- Attached to
- 2025 Drainage Improvements Project
- Solicitation number
- 2024-40
- Issued by
- Sanilac County, Michigan
About this file
These are engineering design and contract documents for the 2025 Drainage Improvements Project for the City of Owosso, Michigan, prepared by the City's Engineering Division, Department of Public Services. The project involves storm sewer installation, ditch cleaning, and turf restoration in multiple locations including North Street and Coventry Court. Specific work includes ditch cleanout over approximately 11.7 station lengths, installation of 200 linear feet of 24-inch storm sewer, placement of erosion control measures, removal of existing infrastructure, and turf establishment across approximately 2,000 square yards. The project is designed using the Michigan Department of Transportation Standard Specifications for Construction (2020 Edition) and is scheduled for implementation in January 2025.
The contract includes detailed quantities and unit pricing for various infrastructure improvements, with a maximum mobilization budget of $13,900. Traffic control is a significant component, requiring temporary signage, barricades, and lane closures, particularly on N. Chipman Street and North Street. The project documents specify erosion control techniques, construction sequencing, and environmental management strategies, including items such as inlet protection, check dams, and riprap placement. Bid documents indicate a comprehensive approach to drainage infrastructure improvement that emphasizes both functional restoration and environmental considerations.
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Other files
| File | Type | Posted |
|---|---|---|
| 2025 Drainage Improvements Project Bid Documents.pdf |
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THE DESIGN OF THIS WORK IS BASED ON THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2020 EDITION, AND THE AASHTO 7TH EDITION OF "A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS", AND THE MICHIGAN MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS, 2011 EDITION.
CONTRACT FOR: STORM SEWER INSTALLATION AND DITCH CLEANING.
CITY OF OWOSSO APPROVAL
620100052
DIRECTOR OF ENGINEERING CLAYTON WEHNER, PE REGISTRATION NUMBER DATE
SHEET
NO. DESCRIPTION
CS COVER SHEET
D1 LEGEND, MISCELLANEOUS ESTIMATES, & SESC KEY
D2 GENERAL NOTES AND DETAILS
CO1 COVENTRY CT - TRAFFIC CONTROL PLAN
CO2 COVENTRY CT - CONSTRUCTION PLAN
NO1 NORTH ST - TRAFFIC CONTROL PLAN
NO2 - NO3 NORTH ST - REMOVAL & CONSTRUCTION PLAN
UTILITY CONTACTS
THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AT THE TOME OF PREPARING THESES PANS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE REASONABILITY TO BE SATISFIED AS TO ITS ACCURACY AND LOCATION OF EXISTING
UTILITIES.
CHARTER COMMUNICATIONS
ATT: MARK KELLY
1480 S. VALLEY CENTER DRIVE
BAY CITY, MI 48706
CABLE TV
PHONE: 989-233-9404
mark.kelly@chartercom.com
CITY OF OWOSSO
ATT: CLAYTON WEHNER, P.E.
301 W. MAIN STREET
OWOSSO, MI 48867
ROAD
989-725-0551 clayton.wehner@ci.owosso.mi.us
CITY OF OWOSSO
ATT: RYAN SUCHANEK
301 W. MAIN STREET
OWOSSO, MI 48867
SANITARY SEWER & WATER MAIN
989-725-0550 ryan.suchanek@ci.owosso.mi.us
CONSUMERS ENERGY
ATT: TRACY MAHAR
1801 W. MAIN ST
OWOSSO, MI 48867
ELECTRIC
OFFICE: 989-729-3250
CELL: 517-204-9018
tmmahar@cmsenergy.com
CONSUMERS ENERGY
ATT: ADAM BERTRAM
530 W. WILLOW STREET
P.O. BOX 30162
LANSING, MI 48909
GAS
OFFICE: 517-374-2375
CELL: 517-614-8570
adam.bertram@cmsenergy.com
DAYSTARR COMMUNICATIONS
ATT: JARED JACKSON
307 N. BALL STREET
OWOSSO, MI 48867
FIBER
PHONE: 989-720-6004
FAX: 989-720-6060
jared.jackson@daystarrfiber.net
FRONTIER COMMUNICATIONS
ATT: HAROLD ROTH
1943 W. M-21
OWOSSO, MI 48847
FIBER
PHONE: 989-627-9759
harold.roth@ftr.com
SHIAWASSEE COUNTY HEALTH DEPARTMENT
ENVIRONMENTAL HEALTH DIVISION
ATT: STEVE ALWORDEN
201 N. SHIAWASSEE STREET
CORUNNA, MI 48817
SOIL EROSION AND SEDIMENTATION CONTROL
PHONE: 989-743-2289
FAX: 989-743-2413
salworden@shiawasseechd.net
CALL MISS DIG AT 1-800-482-7171 OR 811 THREE DAYS, EXCLUDING
SATURDAY, SUNDAY, AND HOLIDAY, BEFORE STARTING YOUR
PROJECT.
MDOT ROAD STANDARD PLANS
WHERE THE FOLLOWING ITEMS ARE CALLED FOR ON PLANS, THEY ARE TO BE CONSTRUCTED ACCORDING TO THE MDOT STANDARD PLAN GIVEN BELOW OPPOSITE EACH ITEM UNLESS OTHERWISE INDICATED.
DRAINAGE STRUCTURES R-1-G*
COVER B R-7-F
MONUMENT BOXES R-11-E
COVER K R-15-F
COVER Q R-18-F
SIDEWALK RAMP AND DETECTABLE WARNING DETAILS R-28-J*
DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALKS R-29-I
CONCRETE CURB AND CONCRETE CURB AND GUTTER* R-30-G
BUMPER & PARKING RAIL AND MISC. WOOD POSTS R-74-D
GRANULAR BLANKET, UNDERDRAINS, AND OUTLET ENDINGS FOR SEWER UNDERDRAINS, AND
SEWER BULKHEADS R-80-E
BEDDING AND FILLING AROUND PIPE CULVERTS R-82-D
UTILITY TRENCHES R-83-C
SOIL EROSION & SEDIMENT CONTROL MEASURES R-96-E
SEEDING AND TREE PLANTING R-100-H
*SPECIAL DETAILS INCLUDED IN PROPOSAL OR MODIFIED IN GENERAL PLANS
Know what's below.
before you dig.Call
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RIVER
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SHIAWASSEE
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SHIAWASSEE
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RIVER
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LAKE
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HOPKINS
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RIVER
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
CONSTRUCTION SEQUENCE
1. INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES.
2. EXCAVATION/DITCH CLEANING
3. PERMANENT MEASURES (TURF RESTORATION).
MICHIGAN DEPARTMENT OF MANAGEMENT AND BUDGET
S-E-S-C KEYING SYSTEM
KEY
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E1
E2
E3
E4
E5
E6
E7
E8
E9
E10
E11
E12
E13
E14
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E16
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ES31
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ES34
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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
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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
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FINISH GRADING
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4 Ea Barricade, Type III, High Intensity, Double Sided, Furn & Oper
2 Ea
1 LSUM
25 Ea
408 Sft Sign, Type B, Temp, Prismatic, Furn & Oper
1 LSUM Traf Regulator Control
Quantity Unit Pay Item
1 LSUM Mobilization, Max $13,900
AutoCAD SHX Text
SANITARY CLEANOUT
AutoCAD SHX Text
FOUND CONC. MONUMENT
AutoCAD SHX Text
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
AutoCAD SHX Text
FOUND IRON ROD
AutoCAD SHX Text
YARD LIGHT
AutoCAD SHX Text
GUY ANCHOR
AutoCAD SHX Text
GUY POLE
AutoCAD SHX Text
CURB STOP & BOX
AutoCAD SHX Text
SOIL BORING
AutoCAD SHX Text
GUARD POST
AutoCAD SHX Text
MONITORING WELL
AutoCAD SHX Text
WELL
AutoCAD SHX Text
RD. CATCH BASIN
AutoCAD SHX Text
SQ. CATCH BASIN
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
WATER VALVE
AutoCAD SHX Text
MAILBOX
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
PED CROSSING SIGNAL
AutoCAD SHX Text
POWER POLE
AutoCAD SHX Text
ELECTRICAL RISER
AutoCAD SHX Text
TREE (CONIFEROUS)
AutoCAD SHX Text
DEAD TREE
AutoCAD SHX Text
STUMP
AutoCAD SHX Text E
AutoCAD SHX Text
BM#1
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
CABLE BOX
AutoCAD SHX Text
TELEPHONE RISER
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
BUSH
AutoCAD SHX Text
TREE (DECIDUOUS)
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text T
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
SYMBOL
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
CULVERT (21" AND UNDER)
AutoCAD SHX Text
CULVERT (24" AND UP)
AutoCAD SHX Text
OVERHEAD LINES
AutoCAD SHX Text
FENCE
AutoCAD SHX Text
WOODLINE
AutoCAD SHX Text
STORM SEWER
AutoCAD SHX Text
CABLE T.V.
AutoCAD SHX Text
TELEPHONE
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
GAS
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
SECTION CORNER
AutoCAD SHX Text
WATERMAIN
AutoCAD SHX Text
BENCHMARK
AutoCAD SHX Text
SURVEY CONTROL POINT
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
WATER MANHOLE
AutoCAD SHX Text
WATER METER
AutoCAD SHX Text M
AutoCAD SHX Text
BOUNDARY LINE
AutoCAD SHX Text
GUARDRAIL
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text W
AutoCAD SHX Text
ELECTRICAL HANDHOLE
AutoCAD SHX Text
EHH
AutoCAD SHX Text
TELEPHONE HANDHOLE
THH
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TURF ESTABLISHMENT, PERFORMANCE
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 A, 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'
CONSTRUCT DITCH FOR POSITIVE
DRAINAGE TO CATCH BASINS
4 MAX
4 MAX
TURF ESTABLISHMENT, PERFORMANCE
4 MAX
4 MAX
PROPOSED DITCH CROSS SECTION - NORTH ST
2'
2'8' TYP. 8' TYP.
NOT TO SCALE
W. STEWART ST.
GREGORY ST.
N
AF
U S
ST
IS
H
AM
S
T.
C O
VE
N
TR
Y
C T.
AS
H
S T.
RAIN ST.
W. MILWAUKEE ST.
MACK ST.
M
AR
TI
N
S T.
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 1 16
4 TYPE III BARRICADE 1
WORK
ROAD
AHEAD
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50
0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50
PLACE:
1 EA - CULV END SECT, CONC, 15 INCH
5 CYD - RIPRAP, PLAIN, LM PROPOSED DITCH PROFILE
@ 0.90%
PV
I S
TA
+4
8.
PV
I E
LE
V
.3
4.
4.
4.
4.
4.
4.
PROPOSED DITCH ELEVATION
LEGEND
Curb and Gutter, Rem
Sewer, Rem
Dr Structure, Rem
HMA Surface, Rem
Pavt, Rem
Sidewalk, Rem
Excavation Earth
STANDARD SOIL EROSION KEY#
LEGEND
Curb and Gutter, Conc, Det F4, Modified
Sewer, SDR-26, __ inch, Tr Det _, Modified
HMA, 13A
Driveway, Nonreinf, Conc, __ inch
Approach, Cl I, LM
Sidewalk, Conc, __ inch
Curb Ramp, Conc, __ inch
STANDARD SOIL EROSION KEY#
COVENTRY COURT DITCH
PLAN CONSTRUCTION QUANTITIES (COVENTRY COURT DITCH)
QUANTITY UNIT WORK ITEM
0.2 Acre Clearing
11.7 Sta Ditch Cleanout, Modified
1 Ea Culv End Sect, Conc, 15 inch 5 Cyd Riprap, Plain, LM
2000 Syd Turf Establishment, Performance
BM 738.54
RIM OF SNM-2301-023
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CLEAN DITCH FROM STA
4+50 TO STA 16+12
PAID FOR AS DITCH
CLEANOUT, MODIFIED
PLACE:
1 EA - Culv End Sect, Conc, 15 inch
5 CYD - Riprap, Plain, LM around end section
0.2 ACRES - CLEARING
TO ACCESS DITCH
TRIM TREES OVERHANGING THE
DITCH AS NEEDED AS DIRECTED
BY THE ENGINEER. TO BE PAID
FOR AS PART OF RELATED ITEMS
EXISTING DITCH
PROFILE NOT
AVAILABLE FROM
STA 6+50 TO STA
16+12. ASSUME
DITCH CLEANING
DEPTH OF 1.5'.
AutoCAD SHX Text
10"STM
AutoCAD SHX Text
10"STM
AutoCAD SHX Text
15"STM
AutoCAD SHX Text
15"STM
AutoCAD SHX Text
SNM-2301-023
AutoCAD SHX Text
8"SAN
AutoCAD SHX Text
SNM-2301-024
AutoCAD SHX Text
SNM-2301-025
AutoCAD SHX Text
8"SAN
AutoCAD SHX Text
8"SAN
AutoCAD SHX Text
8"SAN
AutoCAD SHX Text
8"SAN
AutoCAD SHX Text
12"STM
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
EX.6"W.M.
AutoCAD SHX Text
EX.8"W.M.
AutoCAD SHX Text
15"STM
AutoCAD SHX Text
18"STM
AutoCAD SHX Text
15"STM
AutoCAD SHX Text
050-570-000-001-00 1510 W STEWART ST
AutoCAD SHX Text
050-130-000-021-00 795 COVENTRY CT
AutoCAD SHX Text
050-113-010-005-00 1410 W STEWART ST
AutoCAD SHX Text
050-130-000-001-00 775 COVENTRY CT
AutoCAD SHX Text
050-130-000-014-00 765 COVENTRY CT
AutoCAD SHX Text
050-130-000-013-00 755 COVENTRY CT
AutoCAD SHX Text
050-130-000-012-00 745 COVENTRY CT
AutoCAD SHX Text
050-130-000-011-00 735 COVENTRY CT
AutoCAD SHX Text
050-130-000-010-00 725 COVENTRY CT
AutoCAD SHX Text
050-130-000-009-00 715 COVENTRY CT
AutoCAD SHX Text
050-113-011-016-00 1412 RAIN ST
AutoCAD SHX Text
050-113-011-018-00 1416 RAIN ST
AutoCAD SHX Text
050-113-000-008-00 720 COVENTRY CT
AutoCAD SHX Text
050-113-000-007-00 730 COVENTRY CT
AutoCAD SHX Text
050-113-000-006-00 740 COVENTRY CT
AutoCAD SHX Text
050-113-000-005-00 750 COVENTRY CT
AutoCAD SHX Text
050-113-000-004-00 760 COVENTRY CT
AutoCAD SHX Text
050-113-000-002-00 770 COVENTRY CT
AutoCAD SHX Text
050-570-000-003-00 717 ISHAM ST
AutoCAD SHX Text
050-570-000-004-00 713 ISHAM ST
AutoCAD SHX Text
050-570-000-005-00 709 ISHAM ST
AutoCAD SHX Text
050-570-000-006-00 705 ISHAM ST
AutoCAD SHX Text
050-570-000-007-00 701 ISHAM ST
AutoCAD SHX Text
050-546-000-020-00 647 ISHAM ST
AutoCAD SHX Text
050-546-000-032-00 ISHAM ST
AutoCAD SHX Text
050-546-000-046-00 641 ISHAM ST
AutoCAD SHX Text
050-546-000-017-00 401 S CHESTNUT ST
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
2"P-MP
AutoCAD SHX Text
EX 15" STM
AutoCAD SHX Text
EX CB
AutoCAD SHX Text
EX 12" STM OUTLET
AutoCAD SHX Text
EX DITCH PROFILE
AutoCAD SHX Text
EX DITCH ELEVATION
AutoCAD SHX Text
RAIN ST EX 69' R.O.W.
AutoCAD SHX Text
COVENTRY CT EX 66' R.O.W.
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
W STEWART ST EX 66' R.O.W.
AutoCAD SHX Text
W STEWART ST EX 66' R.O.W.
AutoCAD SHX Text
10' DRAINAGE EASEMENT
150' DRAIN ROW
W
IL
LO
W
S T.
N . C
H
IP
M
AN
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H
AN
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VE
R S
T.
O R
C H
AR
D
S T.
MARION ST.
W. NORTH ST.
MAN
CHIP LANE
111 1
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 6 96
4 TYPE III BARRICADE 3
WORK
ROAD
AHEAD
THE NORTHBOUND LANE ON CHIPMAN STREET SHALL BE CLOSED AT NORTH
STREET DURING DITCHING OPERATIONS AND ASSOCIATED WORK IN ACCORDANCE
WITH MDOT MAINTAINING TRAFFIC TYPICAL 110-TR-NFW-2L. QUANTITIES FOR THIS
CLOSURE ARE INCLUDED IN THE MAINTAINING TRAFFIC QUANTITIES TABLE ON
SHEET D1.
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0+00 1+00 2+00 3+00 4+00 5+00 6+00
LEGEND
Curb and Gutter, Rem
Sewer, Rem
Dr Structure, Rem
HMA Surface, Rem
Pavt, Rem
Sidewalk, Rem
Excavation Earth
STANDARD SOIL EROSION KEY#
9.
9.
8.
8.
8.
8.
8.
7.
7.
7.
7.
7.
-0.40%
-0.30%
PV
I S
TA
+3
0.
PV
I E
LE
V
.4
PV
I S
TA
+5
0.
PV
I E
LE
V
.7
0+00 1+00 2+00 3+00 4+00 5+00 6+00
PROPOSED DITCH PROFILE
PROPOSED DITCH ELEVATION
EROSION CONTROL, CHECK DAM, STONE
EROSION CONTROL, CHECK DAM, STONE
NORTH STREET DITCH
REMOVAL & CONSTRUCTION PLAN
QUANTITIES (NORTH STREET DITCH)
QUANTITY UNIT WORK ITEM
5.7 Sta Ditch Cleanout
40 Ft Erosion Control, Check Dam, Stone 4 Ea Erosion Control, Inlet Protection, Fabric Drop
1150 Syd Turf Establishment, Performance
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CLEAN DITCH FROM
STA 0+30 TO STA 6+00
PAID FOR AS DITCH CLEANOUT
TRIM TREES OVERHANGING THE
DITCH AS NEEDED AS DIRECTED
BY THE ENGINEER. TO BE PAID
FOR AS PART OF RELATED ITEMS
CREATE POSITIVE DRAINAGE
FROM THE STREET SURFACE
TO THE DITCH. PAID FOR AS
PART OF RELATED ITEMS
EROSION CONTROL, INLET
PROTECTION, FABRIC DROP
CHECK DAMS SHALL BE
REMOVED ONCE TURF IS
ESTABLISHED AS DIRECTED
BY THE ENGINEER.
AutoCAD SHX Text
12"STM
AutoCAD SHX Text
EX.16"W.M.
AutoCAD SHX Text
SNM-2303-015
AutoCAD SHX Text
STCB#1950
AutoCAD SHX Text
30"SAN
AutoCAD SHX Text
EX.12"W.M.
AutoCAD SHX Text
30"SAN
AutoCAD SHX Text
SNM-2303-015
AutoCAD SHX Text
8"SAN
AutoCAD SHX Text
8"SAN
AutoCAD SHX Text
12"STM
AutoCAD SHX Text
STCB#2719
AutoCAD SHX Text
STCB#1951
AutoCAD SHX Text
STCB#1052
AutoCAD SHX Text
EX.12"W.M.
AutoCAD SHX Text
SNM-1304-054
AutoCAD SHX Text
050-730-000-000-00 CHIPMAN LANE
AutoCAD SHX Text
050-537-000-011-00 1249 N CHIPMAN ST
AutoCAD SHX Text
050-690-002-005-00 1270 N CHIPMAN ST
AutoCAD SHX Text
050-230-000-033-00 1229 WILLOW ST
AutoCAD SHX Text
050-230-000-025-00 1228 WILLOW ST
AutoCAD SHX Text
6"S-MP
AutoCAD SHX Text
2"S-MP
AutoCAD SHX Text
EX 12" STM
AutoCAD SHX Text
EX 12" STM
AutoCAD SHX Text
EX DITCH PROFILE
AutoCAD SHX Text
EX DITCH ELEVATION
AutoCAD SHX Text
N CHIPMAN ST EX 66' R.O.W.
AutoCAD SHX Text
N CHIPMAN ST EX 66' R.O.W.
AutoCAD SHX Text
WILLOW ST EX 66' R.O.W.
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH ST EX 33' R.O.W.
6+00 7+00 8+00 9+00 10+00 11+0011+00
LEGEND
Curb and Gutter, Rem
Sewer, Rem
Dr Structure, Rem
HMA Surface, Rem
Pavt, Rem
Sidewalk, Rem
Excavation Earth
STANDARD SOIL EROSION KEY#
LEGEND
Curb and Gutter, Conc, Det F4, Modified
Sewer, SDR-26, __ inch, Tr Det _, Modified
HMA, 13A
Driveway, Nonreinf, Conc, __ inch
Approach, Cl I, LM
Sidewalk, Conc, __ inch
Curb Ramp, Conc, __ inch
STANDARD SOIL EROSION KEY#
6+00 7+00 8+00 9+00 10+00 11+0011+00
PLACE:
Sewer, N-12, 24 inch, Tr Det A, Modified - 200 Ft (200' @ 0.75%)
7.
7.
6.
6.
6.
6+00 7+00 8+00 9+00 10+00 11+0011+00
-0.91%
PV
I S
TA
+2
5.
PV
I E
LE
V
.9
PV
I S
TA
+4
7.
PV
I E
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V
.8
200' of 24" STM SEW @ 0.75%
DR STRUCTURE, TAP, 24 INCH
@ EX INVERT ELEVATION
PROPOSED DITCH PROFILE
-0.75%
PV
I S
TA
+5
0.
PV
I E
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V
.1
PV
I S
TA
0+
.6
PV
I E
LE
V
.6
9.
8.
8.
7.
PROPOSED DITCH PROFILE
OVER STORM SEWER
PROPOSED DITCH ELEVATION
EROSION CONTROL, CHECK DAM, STONE
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NORTH STREET DITCH
REMOVAL PLAN
NORTH STREET DITCH
CONSTRUCTION PLAN
CLEAN DITCH FROM
STA 6+00 TO STA 10+50
PAID FOR AS DITCH CLEANOUT
QUANTITIES (NORTH STREET DITCH)
QUANTITY UNIT WORK ITEM
187 Ft Sewer, Rem, Less than 24 inch 20 Ft Sewer, Rem, 24 inch to 48 inch
4.5 Sta Ditch Cleanout
20 Ft Erosion Control, Check Dam, Stone 1 Ea Erosion Control, Inlet Protection, Fabric Drop
200 Ft Sewer, N-12, 24 inch, Tr Det A, Modified 1 Ea Dr Structure, Tap, 24 inch 8 Cyd Riprap, Plain, LM
900 Syd Turf Establishment, Performance
TRIM TREES OVERHANGING THE
DITCH AS NEEDED AS DIRECTED
BY THE ENGINEER. TO BE PAID
FOR AS PART OF RELATED ITEMS
CREATE POSITIVE DRAINAGE
FROM THE STREET SURFACE
TO THE DITCH. PAID FOR AS
PART OF RELATED ITEMS
CREATE POSITIVE DRAINAGE
FROM THE STREET SURFACE
TO THE DITCH. PAID FOR AS
PART OF RELATED ITEMS
REINSTALL END SECTION, TEE,
AND BAR GUARD. PAID FOR AS
PART OF RELATED ITEMS.
PLACE 8 CYD - RIPRAP, PLAIN, LM
AROUND END SECTION.
REMOVE EXISTING END
SECTION, TEE, AND BAR GUARD
AND SALVAGE. PAID FOR AS
PART OF RELATED ITEMS
Dr Structure, Tap, 24 inch @ Existing Invert Elevation
REMOVE AND REINSTALL
GUARDRAIL AS NEEDED AS
DIRECTED BY THE ENGINEER.
PAID FOR AS PART OF RELATED
ITEMS
EROSION CONTROL, INLET
PROTECTION, FABRIC DROP
BM 737.63
RIM OF EX CB
CHECK DAMS SHALL BE
REMOVED ONCE TURF IS
ESTABLISHED AS DIRECTED
BY THE ENGINEER.
AutoCAD SHX Text
SNM-1304-052
AutoCAD SHX Text
SNM-1304-047
AutoCAD SHX Text
36"STM
AutoCAD SHX Text
24"STM
AutoCAD SHX Text
050-230-000-017-00 1229 ORCHARD ST
AutoCAD SHX Text
050-230-000-009-00 1228 ORCHARD ST
AutoCAD SHX Text
050-230-000-001-00 1229 HANOVER ST
AutoCAD SHX Text
050-690-000-001-00 1338 HANOVER ST
AutoCAD SHX Text
050-730-000-000-00 CHIPMAN LANE
AutoCAD SHX Text
2"S-MP
AutoCAD SHX Text
2"S-MP
AutoCAD SHX Text
12"STM
AutoCAD SHX Text
SNM-1304-052
AutoCAD SHX Text
SNM-1304-047
AutoCAD SHX Text
36"STM
AutoCAD SHX Text
050-230-000-017-00 1229 ORCHARD ST
AutoCAD SHX Text
050-230-000-009-00 1228 ORCHARD ST
AutoCAD SHX Text
050-230-000-001-00 1229 HANOVER ST
AutoCAD SHX Text
050-690-000-001-00 1338 HANOVER ST
AutoCAD SHX Text
050-730-000-000-00 CHIPMAN LANE
AutoCAD SHX Text
2"S-MP
AutoCAD SHX Text
2"S-MP
AutoCAD SHX Text
EX 12" STM
AutoCAD SHX Text
REMOVE EX 12" STM
AutoCAD SHX Text
REMOVE EX 24" STM
AutoCAD SHX Text
EX 24" STM
AutoCAD SHX Text
EX CB
AutoCAD SHX Text
EX 36" STM
AutoCAD SHX Text
EX DITCH PROFILE
AutoCAD SHX Text
EX DITCH ELEVATION
AutoCAD SHX Text
ORCHARD ST EX 66' R.O.W.
AutoCAD SHX Text
HANOVER ST EX 57.75' ROW
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ORCHARD ST EX 66' R.O.W.
AutoCAD SHX Text
HANOVER ST EX 57.75' ROW
AutoCAD SHX Text
NORTH ST EX 33' R.O.W.
NORTH ST EX 33' R.O.W.
| Sheets and Views |
| 2025 Drainage Improvements Project Cover Page and Detail Sheets-CS |
| 2025 Drainage Improvements Project Cover Page and Detail Sheets-D1 |
| 2025 Drainage Improvements Project Cover Page and Detail Sheets-D2 |
| North_NO1_Traffic Control-NO1 |
| 2025 Drainage Improvements Project-NO2 |
| 2025 Drainage Improvements Project-NO3 |
| Coventry_CO1_Traffic Control-CO1 |
| 2025 Drainage Improvements Project-CO2 |
File details come from the government source that posted it. Updated .