Monroe Street-Drawings-3-5-25.pdf
PDF 2 MB Posted
- Attached to
- Monroe Street Reconstruction
- Solicitation number
- Not on record
- Issued by
- Gratiot County, Michigan
About this file
The file is a set of engineering and construction drawings for the Monroe Street Reconstruction Project in Hillsdale, Michigan, prepared by the City of Hillsdale. The project involves reconstructing approximately 0.22 miles of Monroe Street between Hillsdale Street and N. West Street, including roadway grading, concrete curb and gutter replacement, sidewalk and ADA ramp improvements, concrete drive approaches, storm sewer construction, and site restoration. The project quantities include 2,200 linear feet of curb and gutter removal, 2,750 square yards of pavement removal, 1,450 cubic yards of subbase, 4,250 square yards of 8-inch aggregate base, 900 tons of HMA 4EL, 385 tons of HMA 5EL, and 4,250 square feet of concrete sidewalk. The project is scheduled for bidding with an anticipated city council contract award on April 7, 2025, construction start after award, and completion with street reopening by August 1, 2025.
The drawings provide detailed technical specifications for utility coordination, including gas, electric, cable, telephone, water, and sewer services from various local providers. Traffic control and pedestrian management plans are included, specifying minimum signage requirements and conforming to Michigan Department of Transportation (MDOT) standards. The project will maintain one lane of traffic and emergency vehicle access throughout construction. Restoration will include topsoil, hydroseeding, and landscaping. The documents indicate the project will be funded locally, with the City of Hillsdale Bureau of Public Utilities (BPU) managing water service replacements. Contractors will be responsible for utility location verification, traffic maintenance, and coordinating with local utility providers throughout the reconstruction process.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Addednum #1 3-19-25.pdf | ||
| Monroe Street-Specifications-3-5-25.pdf | ||
| Addendum #2 3-25-25 - Final.pdf |
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Text version
W. FAYETTE ST. E. FAYETTE ST. E. FAYETTE ST. E. FAYETTE ST.
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WILL CARLETON RD.
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NORTH ST.
MONROE ST.
AREA MAP
NOT TO SCALE
REFERENCES TO SPECIFICATIONS:
THE IMPROVEMENTS COVERED BY
THESE PLANS SHALL BE DONE IN
ACCORDANCE WITH THE PROJECT
DRAWINGS, NOTES, AND THE
APPLICABLE SECTIONS OF THE 2012
MDOT STANDARD SPECIFICATIONS FOR
CONSTRUCTION.
ALL TRAFFIC CONTROL DEVICES SHALL
BE IN ACCORDANCE WITH THE MOST
CURRENT VERSION OF THE MICHIGAN
MANUAL OF TRAFFIC CONTROL DEVICES
SHEET DESCRIPTION
CS COVER SHEET
C1 NOTES & INFORMATION
C2 PROJECT QUANTITIES AND HMA
C3 REMOVALS
C4 PLAN & PROFILE STA 0+20 TO 6+00
C5 PLAN & PROFILE STA 6+00 TO 11+29
C6 STORM & SIDEWALK RAMP DETAILS
C7 VEHICLE TRAFFIC CONTROL
C8 PEDESTRIAN TRAFFIC CONTROL
SITE LOCATIONFOR PROTECTION OF UNDERGROUND
UTILITIES AND IN CONFORMANCE WITH
PUBLIC ACT 53, THE CONTRACTOR SHALL
DIAL 1-800-482-7171 OR 811 A MINIMUM
OF THREE FULL WORKING DAYS,
EXCLUDING SATURDAYS, SUNDAYS, AND
HOLIDAYS PRIOR TO THE BEGINNING OF
EACH EXCAVATION IN AREAS WHERE
PUBLIC UTILITIES HAVE NOT BEEN
PREVIOUSLY LOCATED.
..\..\Hillsdale Templates\DWG FILES\MISS DIG LOG.jpg
CITY OF HILLSDALE
MONROE STREET - RECONSTRUCTION
PROJECT LOCATION
MONROE ST
NAME DATE
DESIGNED
DRAWN
CHECKED
DRAWING NO.
SCALE
REVISIONS DATE
97 N. BROAD ST.
HILLSDALE, MI 49242
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PUBLIC UTILITIES: THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THE PLANS REPRESENT THE BEST INFORMATION AVAILABLE. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO VERIFY THEIR ACCURACY OR THE RESPONSIBILITY IN CASE UTILITIES HAVE BEEN
REMOVED OR CONSTRUCTED.
GAS: MICHIGAN GAS UTILITY ELECTRIC: CITY OF HILLSDALE BPU
70 SAUK RIVER DRIVE 45 MONROE STREET
COLDWATER, MI 49036 HILLSDALE, MI 49242
P - 517-781-0511 P - 517-437-6417
ATTN: DONALD SEEKMAN ATTN: JAKE HAMMEL
donald.seekman@michigangasutilities.com jhammel@hillsdalebpu.com
CABLE TELEVISION: COMCAST TELEPHONE: AT&T
25626 TELEGRAPH RD. 1041 HURST ROAD
SOUTHFEILD, MI 48034 JACKSON, MI 49201
P - 734-359-1669 P - 517-750-0660
ATTN: JEFF DOBIES ATTN: KAREN TRUDGEN
karen.m.trudgen@att.com
WATER/SEWER: CITY OF HILLSDALE BPU PUBLIC WORKS: CITY OF HILLSDALE
45 MONROE STREET 149 WATER WORKS AVE
HILLSDALE, MI 49242 HILLSDALE, MI 49242
P - 517-437-6412 517-437-6491
ATTN: JEFF GIER ATTN: JASON BLAKE
jgier@hillsdalebpu.com jblake@cityofhillsdale.org
THE CONTRACTOR SHALL EXPOSE AND VERIFY LOCATION AND DEPTH OF EXISTING UNDERGROUND
UTILITIES PRIOR TO CONSTRUCTION. CONFLICTS IN GRADE SHALL BE REPORTS TO THE CITY
ENGINEER AND ADJUSTMENTS MADE AT NO ADDITIONAL COST TO THE OWNER.
SOIL EROSION CONTROL MEASURES
TO PROTECT SLOPES AND DITCHES, SOD OR SEED/MULCH SHOULD BE PLACED AS SOON AS POSSIBLE AND AS DIRECTED BY THE ENGINEER. TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE UTILIZED DURING CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND AS NECESSARY TO
CONTROL SOIL EROSION AND SEDIMENTATION AND AS DIRECTED BY THE ENGINEER.
PLAN ELEVATIONS
ELEVATIONS IN THESE PLANS ARE BASED ON USGS DATUM.
UNDERGROUND UTILITIES
FOR PROTECTION OF UNDERGROUND UTILITIES. THE CONTRACTOR SHALL DIAL 1-800-482-7171 A MINIMUM OF THREE WORKING DAYS EXCLUDING SATURDAYS, SUNDAYS & HOLIDAYS PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING THE UTILITY OWNERS WHO MAY NOT BE PART OF THE "MISS DIG"
ALERT SYSTEM.
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 THE PROJECT.
ADJUSTMENT OF CATCH BASINS
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLACE THE LOCATION AND ELEVATION OF ALL CATCH BASIN CASTINGS PROPERLY ALIGNED WITH THE PROPOSED CURB. ADJUSTMENT OF CASTINGS ON NEW STRUCTURES IS INCLUDED IN PAYMENT FOR THE DRAINAGE STRUCTURE COVER SPECIFIED. ADJUSTMENT OF CASTINGS ON EXISTING STRUCTURES WILL BE PAID AS DR STRUCTURE COVER, ADJ, CASE 1. THESE ITEMS INCLUDE ALL BLOCK OR GRADE RINGS NECESSARY
FOR PROPER ADJUSTMENT.
PROPERTY CORNER PRESENTATION
CONTRACTOR SHALL TAKE CARE TO ENSURE THAT PROPERTY CORNERS BEHIND THE SIDEWALKS SCHEDULED FOR
REMOVAL AND REPLACEMENT ARE NOT DISTURBED.
SALVAGE
THE CITY RESERVES THE RIGHT TO SALVAGE ALL EXISTING MATERIALS (CASTINGS, HYDRANTS, SIGNS, ETC).
MATERIALS DESIRED TO BE SALVAGED SHALL BE STOCKPILED WITHIN THE PROJECT LIMITS FOR THE CITY TO PICK UP.
ITEMS THAT THE CITY DECIDES NOT TO SALVAGE BECOME PROPERTY OF THE CONTRACTOR.
CURB DIMENSIONS
ALL CURB DIMENSIONS SHALL BE FROM BACK OF CURB UNLESS OTHERWISE INDICATED
LAWN SPRINKLER SYSTEMS AND LANDSCAPING
OWNERS OF EXISTING LAW SPRINKLER SYSTEMS AND/OR LANDSCAPING SHALL BE NOTIFIED (IN WRITING WITH A COPY SEND 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 CUTS THE SYSTEM DURING THE CONSTRUCTION, THE CONTRACTOR SHALL CAP THE SYSTEM PIPE AND WITNESS THE LOCATION OF THE CAP WITH A WOODEN STAKE FOR THE PROPERTY OWNERS USE. THE CONTRACTOR SHALL PLACE THE SALVAGED SPRINKLER HEADS IN THE PROPERTY OWNERS PROPERTY. IF THE PROPERTY OWNER FAILS THE RELOCATE THE LANDSCAPING PRIOR TO THE CONTRACTOR BEGINNING WORK, THE CONTRACTOR SHALL CAREFULLY SALVAGE THE LANDSCAPING ITEMS AND STOCKPILE THEM ON THE PROPERTY OWNERS PROPERTY FOR THE PROPERTY OWNER. ANY OTHER MODIFICATION TO THE LAWN SPRINKLER SYSTEMS AND/OR LANDSCAPING, IS THE RESPONSIBILITY OF THE OWNER AND IS NOT PART OF THE CONTRACT. THIS WORK IS INCLUDED IN OTHER ITEMS OF THE PROJECT.
CONCRETE WORK
THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF PLANS TO POUR CONCRETE A MINIMUM OF 24 HOURS BEFORE THE POUR. THE CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO HOURS BETWEEN FORMING A SECTION OF FLAT WORK AND POURING THE SECTION TO ALLOW FOR INSPECTION OF THE GRADES, GRADING, AND SUB-BASE. FAILURE TO PROVIDE NOTICE AND TIME FOR INSPECTION WILL BE CONSIDERED CAUSE TO REJECT THE PRODUCT OR CAUSE TO
REQUIRE RESCHEDULING OF THE WORK, WITH NOADJUSTMENTS TO THE COMPLETION DATES.
SUBBASE (CIP)
WHEN THE NATURAL MATERIAL MEETING SUBBASE REQUIREMENTS IS LEFT IN PLACE, IT WILL NOT BE PAID FOR. THE GRADING AND COMPACTIVE WORK REQUIRED SHALL BE INCLUDED IN COMPENSATION FOR THE ROADWAY GRADING.
EXCAVATION FOR INSTALLATION OF NEW SAND SUBBASE, IF REQUIRED, IS TO BE INCLUDED IN SUBBASE (CIP).
DRIVEWAYS
EXISTING DRIVEWAYS SHALL BE REMOVED WHERE NECESSARY, WHERE SHOWN ON PLANS OR DIRECTED BY ENGINEER, AND SHALL BE PAID FOR AS PAVT, REM. GRADING AND PREPARATION FOR NEW DRIVEWAY SHALL BE INCLUDED IN ROADWAY GRADING. CONTRACTOR SHALL MAINTAIN ACCESS TO DRIVEWAYS DURING CONSTRUCTION INCLUDED IN
ROADWAY GRADING.
NOTICE TO RESIDENTS
THE CONTRACTOR SHALL NOTIFY RESIDENTS 24 HOURS IN ADVANCE OF DISRUPTION TO SERVICE, SUCH AS DRIVEWAY
CLOSING OR UTILITY SERVICE.
RELOCATION OF GUY ANCHORS
CITY OF HILLSDALE B.P.U. GUY ANCHOR RELOCATIONS WILL BE RELOCATED BY THE UTILITY COMPANY THROUGHOUT THE PROJECT TO A LOCATION DETERMINED IN THE FIELD ALLOWING NEW SEWER CONSTRUCTION. THE CONTRACTOR
SHALL COORDINATE THE CONSTRUCTION ACTIVITIES WITH THE GUY ANCHOR RELOCATIONS.
SAWCUTTING
SAW CUTTING OF EXISTING PAVEMENT SHALL BE INCLUDED IN THE UNIT PRICE FOR THE UTILITY.
SAWCUTTING PAVEMENT
SAWCUTTING EXISTING PAVEMENT AT REMOVAL LIMITS WHERE INDICATED ON THE PLANS AND AS DIRECTED BY THE
ENGINEER SHALL BE INCLUDED IN ROADWAY GRADING.
ROADWAY GRADING
ROADWAY GRADING SHALL INCLUDE REMOVAL OF ALL BASE MATERIALS REGARDLESS OF THICKNESS DO A DEPTH SUFFICIENT TO INSTALL THE REQUIRED NEW SUBBASE AND BASE DEPTHS. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE LANE OF TRAFFIC AT ALL TIMES TO ALLOW EMERGENCY VEHICLE ACCESS AND FOR ACCESS TO
LOCAL BUSINESSES AND RESIDENCES.
CURB AND GUTTER - F4
PLACEMENT OF AND PAYMENT FOR CONCRETE CURB AND GUTTER INCLUDES PLACING TWO #4 EPOXY COATED REBAR DOWELS EPOXY ANCHORED INTO EXISTING CURB AND GUTTER AT POINTS OF CONNECTION. REMOVAL AND REPLACEMENT OF CURB AND GUTTER AT SIDEWALK RAMP LOCATIONS SHALL BE COORDINATED WITH STORM SEWER
WITH STORM SEWER CONSTRUCTION.
SURFACE RESTORATION
AREAS DISTURBED BY CONSTRUCTION, SURFACE SHALL BE GRADED SMOOTH AND RESTORED WITH 4" OF NEW TOPSOIL, HYDROSEEDED, FERTILIZED, MULCHED, AND ANCHORING MULCHED. SLOPES OF 1:2 OR STEEPER SHALL RECEIVE TURF ESTABLISHMENT PEGGED IN PLACE. AREAS BETWEEN THE CURB AND SIDEWALK SHALL BE FILLED AND GRADED SMOOTH AND RESTORED AS NOTED ABOVE. RESTORATION SHALL BE FROM BACK OF CURB TO RIGHT OF WAY AS DIRECTED BY ENGINEER. RESTORATION OF DISTURBED AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY WILL NOT BE PAID FOR SEPARATELY UNLESS SHOWN ON THE PLANS OR AS DIRECTED BY ENGINEER. SURFACE RESTORATION
WILL BE PAID FOR AS TURF ESTABLISHMENT.
MAINTAINING TRAFFIC
CONTRACTOR SHALL MAINTAIN ACCESS TO LOCAL RESIDENTS AND EMERGENCY VEHICLES DURING CONSTRUCTION.
CONTRACTOR SHALL PROVIDE TEMPORARY AGGREGATE AT DRIVEWAYS AS NECESSARY TO MAINTAIN ACCESS.
TEMPORARY GRAVEL INCLUDED IN ROADWAY GRADING.
WATER SERVICES
CITY OF HILLSDALE BPU OR THEIR CONTRACTOR WILL REPLACE ALL REQUIRED WATER SERVICES IN THE PROJECT AREA DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE CITY OF HILLSDALE.
NAME DATE
DESIGNED
DRAWN
CHECKED
DRAWING NO.
SCALE
REVISIONS DATE
97 N. BROAD ST.
HILLSDALE, MI 49242
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NOT TO SCALE
REVISIONS DATE
DESIGNED
DRAWN
CHECKED
DRAWING NO. C2
DRAWING SCALE:
..\..\..\Hillsdale Templates\DWG FILES\BPU Logo.jpg
ISSUED FOR BIDSC
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EX. CONC CURB &
GUTTER
2% MIN. SLOPE 2% MIN. SLOPE
EX CONC
SIDEWALK
TYPICAL EXISTING CROSS SECTION - MONROE STREET
STA 0+20 TO STA 5+50
STA 7+00 TO 11+39
NOT TO SCALE
EX SUBGRADE
EX 66' R.O.W.
2'
EX AGGREGATE
BASE
EX HMA
EX CONC CURB &
GUTTER
C R
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14' 14'
EX CONC
SIDEWALK
17'2'17'
PROJECT QUANTITIES
ITEM CODE QUANTITY UNIT DESCRIPTION
2030011 4 EA DR STRUCTURE, REM
2030015 250 LF SEWER, REM, LESS THAN 24 INCH
2040020 2200 LF CURB & GUTTER, REM
2040050 2750 SY PAVT, REM
5010005 2250 SY HMA SURFACE, REM
2040055 525 SY SIDEWALK, REM
2047051 1 LS CLEARING, SPECIAL
2050041 150 CY SUBGRADE UNDERCUTTING, TYPE II
2057002 11.5 STA ROADWAY GRADING
2080020 8 EA EROSION CONTROL, INLET PROTECTION,
FABRIC DROP
2080036 25 LF EROSION CONTROL, SILT FENCE
3010002 1450 CY SUBBASE, CIP
3020020 4250 SY AGGREGATE BASE, 8 INCH
4010048 1 EA CULV END SECTION, CONC, 15 INCH
4010166 80 LF CULV, CL A, NON-REINF CONC, 15 INCH,
TR DET B
4012021 1 EA CULV END SECT, 15 INCH, GRATE
4020031 45 LF SEWER, CL A, 8 INCH, TR DET B
4020033 440 LF SEWER, CL A, 12 INCH, TR DET B
4020034 230 LF SEWER, CL A, 15 INCH, TR DET B
4030005 3 EA DR STRUCTURE COVER, ADJ, CASE I
4030050 8 EA DR STRUCTURE COVER, TYPE K
4030200 5 EA DR STRUCTURE, 24 INCH
4030210 1 EA DR STRUCTURE, 48 INCH
4030220 2 EA DR STRUCTURE, 60 INCH
4037050 3 EA EJIW, #1045 W/ "STORM" LID
5012024 900 TON HMA, 4EL
5012036 385 TON HMA, 5EL
8010005 600 SY DRIVEWAY, NONREINF, CONC, 6 INCH
8020038 2400 FT CURB AND GUTTER, CONC F4
8020050 200 FT DRIVEWAY OPENING, CONC, DET M
8030010 50 FT DETECTABLE WARNING SURFACE
8030030 60 FT CURB RAMP OPEN, CONC
8030044 4250 SF SIDEWALK CONC 4 INCH
8030046 600 SF SIDEWALK CONC 6 INCH
8030036 850 SF CURB RAMP, CONC, 6 INCH
8127051 1 LS TRAFFIC CONTROL
8130010 5 SY RIPRAP, PLAIN
8167011 1800 SY TURF ESTABLISHMENT
8230431 2 EA GATE BOX, ADJ, CASE I
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PROPOSED CROSS SECTION - W ST JOE STREET
STA 0+20 TO STA 7+00
NOT TO SCALE
SLOPE VARIES 2% TO 3%1 2 3
AGGREGATE BASE,
8 INCH (22A)
SUBBASE CIP (12")
NEW CONC
SIDEWALK
17'
EX 66' R.O.W.
2' 12' 12' 21'2'17'
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2% MIN. SLOPE
EX CONC
SIDEWALK
EX 66' R.O.W.
2'
EX CONC
SIDEWALK
2'17'
AGGREGATE BASE,
8 INCH (22A)
SUBBASE CIP (12")
2% MIN. SLOPE
21'12' 12'
PROPOSED CROSS SECTION - W ST JOE STREET
STA 7+00 TO STA 11+39
NOT TO SCALE
PG 58-28
AWI
220 LBS/SYD
EST. YIELD
4EL
ITEM
4EL 165 LBS/SYD
HMA APPLICATION TABLE
PG 58-28
GRADE
BINDER REMARKSTYPE
BASE1
COURSE
LEVELING2
PG 58-28 2605EL 165 LBS/SYDTOP3
NOTE: BOND COAT SHALL BE APPLIED BETWEEEN SUCCESSIVE COURSES OF HMA (PAYMENT
INCLUDED IN HMA MIX). APPLICATION RATE 0.05 - 0.15 GAL/SYD SS-IH, AS DIRECTED BY ENGINEER.
1 2 3
BM #1 ELEV 100.00'
FIRE HYDRANT @ CORNER OF N WEST AND MONROE
NE BOLT
BM #2 ELEV 98.09'
NAIL IN POLE ON NORTH SIDE OF MONROE @ 15
MONROE
BM #3 ELEV 98.25'
FIRE HYDRANT @ CORNER OF MONROE AND MANNING
BM #4 ELEV 100.14'
NAIL IN POLE ON SOUTH SIDE OF MONROE @ 50
MONROE
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MONROE ST.
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0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
GA
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P.O.B STA 0+20
GASGASGASGASGASGASGASGASGASGASGASGAS
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45 64
MONROE ST.
v v v
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
HILLSDALE ST
P.O.E STA 11+39
GASGASGASGASGASGASGASGASGASGASGASGAS
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REMOVALS - STATION 0+20 TO 6+00
REMOVALS - STATION 6+00 TO 11+39
HMA, REM
PAVT, REM
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CURB AND GUTTER, REM
XXX
XXXXXX
EX GATE VALE
DR STRUCTURE, REM
EX GATE VALE
EX. STORM CB
EX. STORM CB
PAVT, REMPAVT, REM
PAVT, REM
PAVT, REM PAVT, REM
SIDEWALK, REM
HMA, REM
PAVT, REM (BRICK)
HMA, REM
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DR STRUCTURE, REM
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SIDEWALK, REM
SIDEWALK, REM
SIDEWALK, REM
HMA, REMPAVT, REM
SIDEWALK, REM
HMA REMOVAL
SIDEWALK REMOVAL
GAS LINE
SANITARY
DRAWING KEY
PAV'T REMOVAL
CURB REMOVAL
WATER MAIN
STORM SEWER
XXXXXX
GAS
PAVT, REM (BRICK)
PAV'T REM (BRICK)
NAME DATE
DESIGNED
DRAWN
CHECKED
DRAWING NO.
SCALE
REVISIONS DATE
97 N. BROAD ST.
HILLSDALE, MI 49242
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SIDEWALK, REM
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SEWER, REM, LESS THAN 24 INCH, 95 FT
SEWER, REM, LESS THAN 24 INCH, 150 FT
1" = 50'
3/6/25
/cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wv?1912&target=q /cgi/wv?1912&target=q /cgi/wv?1912&target=q /cgi/wv?1912&target=q /cgi/wv?1912&target=q /cgi/wv?1913&target=q /cgi/wv?1913&target=q /cgi/wv?1913&target=q /cgi/wv?1913&target=q /cgi/wv?1913&target=q /cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/sma?4076&target=q /cgi/sma?4077&target=q /cgi/wmn?4722&target=q /cgi/wmn?4722&target=q /cgi/wmn?4722&target=q /cgi/wmn?4722&target=q /cgi/wmn?4722&target=q /cgi/wmn?4732&target=q /cgi/wmn?4735&target=q /cgi/wmn?4736&target=q /cgi/wmn?4737&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wv?1965&target=q /cgi/wv?1965&target=q /cgi/wv?1965&target=q /cgi/wv?1965&target=q /cgi/wv?1965&target=q /cgi/wv?1965&target=q /cgi/wv?1966&target=q /cgi/wv?1966&target=q /cgi/wv?1966&target=q /cgi/wv?1966&target=q /cgi/wv?1966&target=q /cgi/wv?1967&target=q /cgi/wv?1967&target=q /cgi/wv?1967&target=q /cgi/wv?1967&target=q /cgi/wv?1967&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4741&target=q /cgi/wmn?4742&target=q /cgi/wmn?4743&target=q /cgi/wmn?5490&target=q /cgi/wmn?5490&target=q /cgi/wmn?5490&target=q v v
MONROE ST.
N W
ES
T
ST
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00
GA
S
P.O.B STA 0+20
GASGASGASGASGASGASGASGASGASGASGASGAS
M
AT
C H
L
IN
EM
ATC
H
LIN
E
3+002+502+001+501+000+50 96.8196.9497.1297.2897.54
4+003+50 96.5996.82 µ
97.97
4+50 96.73
0+00 5+00 96.37
SO
U
TH
C
U R
B
LI
N E
PR
O
FI
LE
5+50
96.70FLOW EX.
STATION
FLOW NEW 97.2897.4097.5597.7397.92 97.0397.1598.22 96.90 96.92 97.04
6+00 98.46 97.16
3+002+502+001+501+000+50 96.8397.0097.1297.2497.16
4+003+50 096.6497.63
4+50 96.53
0+00 98.40
5+00 96.64
NORTH CURB LINE PROFILE
5+50
96.46FLOW EX.
STATION
FLOW NEW 96.7396.8897.0097.1397.26 96.4596.5997.46 96.27ELEV 96.46
6+00 96.77 96.77
SOUTH CURB LINE PROFILE
HMA, 4EL & 5EL TYP.
DRIVEWAY, NONREINF CONC 6"
TYPICAL THIS SIDE
CURB AND GUTTER, CONC F4 TYP.
GATE VALVE, ADJ, CASE 1
DR STR, 24 INCH DIA
DR STR COVER, TYPE K
INLET FABRIC DROP
SEWER, CL A, 8 INCH, TR DET B, 28 FT
RIM EL = 96.85
INV SW = 94.97 (EXISTING 6" PL)
INV NE = 94.64
GATE VALVE ADJ, CASE 1
DR STR COVER, ADJ, CASE 1
DR STR COVER, TYPE K
INLET FABRIC DROP
DR STR COVER, ADJ, CASE 1
DR STR COVER, TYPE K
INLET FABRIC DROP
DRIVEWAY OPENING, CONC, DET M
DRIVEWAY, NONREINF CONC, 6"
SIDEWALK CONC, 4 IN
SIDEWALK CONC, 6 IN (AT DRIVEWAYS)
96.23
97.06
96.19
98.46 @ RAMP
stairs
98.08 @ SW
W. OF STAIRS
96.82
N
EW
R
IM
7.
97.91
96.41
NAME DATE
DESIGNED
DRAWN
CHECKED
DRAWING NO.
SCALE
REVISIONS DATE
97 N. BROAD ST.
HILLSDALE, MI 49242
..\..\..\Hillsdale Templates\DWG FILES\City Logo.jpg
C4
KLB
PL
AN
P
R O
FI
LE
S
TA
. 0 +2
TO
+0
C
IT
Y O
F H
IL
LS
D
AL
E H
IL
LS
D
AL
E, M
I M
O N
R O
E
ST
ST
R
EE
T
PR
O
JE
C T
ISSUED FOR BIDS
ES
JB
11/15/24
12/15/24
12/27/24
NEW SW ELEVATIONS 97.7397.8397.8997.9698.0298.04 96.9297.1997.46
98.13
EX
R
IM
8.
N
EW
R
IM
8.
EX
R
IM
8.
N
EW
C B
R
IM
6.
N
EW
C B
R
IM
6.
REFER TO DWG C5
FOR STORM DETAILS AT
THIS CB AND NORTH ON
MANNING STREET
SIDEWALK CONC, 4 INCH
CURB RAMP OPENING, CONC
SIDEWALK RAMP, 6 INCH
DETECTABLE WARNING SURFACE
SIDEWALK CONC, 4 INCH
CURB RAMP OPENING, CONC
SIDEWALK RAMP, 6 INCH
DETECTABLE WARNING SURFACE
SIDEWALK CONC, 4 INCH
CURB RAMP OPENING, CONC
SIDEWALK RAMP, 6 INCH
DETECTABLE WARNING SURFACE
DR STR, 60 INCH DIA
EJIW 1045 W/ "STORM" LID
RIM EL = 96.60
INV N = 92.82
INV SE = 92.82
INV NW = 92.82
INV SW = 94.50
DRIVEWAY OPENING, CONC, DET M
DRIVEWAY, NONREINF CONC, 6"
SEWER, CL A, 12 INCH, TR DET B, 104 FT
N
EW
M H
R
IM
6.
N
EW
M H
R
IM
6.
DR STR, 24 INCH DIA
DR STR COVER, TYPE K
INLET FABRIC DROP
SEWER, CL A, 12 INCH, TR DET B, 225 FT
RIM EL = 96.82
INV SE = 93.95
N
EW
C B
R
IM
6.
PAVT MRKG, OVLY COLD
PLASTIC, 24 INCH, STOP
BAR, TYP.
PAVT MRKG, OVLY COLD
PLASTIC, 6 INCH,
CROSSWALK, TYP.
EX. SIDEWALK
EX. SIDEWALK
NEW SIDEWALK
NEW SIDEWALK
NEW ROAD PROFILE
NEW ROAD PROFILE
NEW 12" STORM - 0.05%
NEW 12" STORM - 0.05%
EXISTING WATERMAIN
EXISTING WATERMAIN
EXISTING WATERMAIN
NEW 12" STORM - 0.05%
NEW ROAD PROFILE
EX. SIDEWALKEX. SIDEWALK
EX. SIDEWALK EX. SIDEWALK
EX. SIDEWALK
NEW ROAD PROFILE
NEW ROAD PROFILE
NEW ROAD PROFILE
NEW ROAD PROFILE
NEW SIDEWALK
EXISTING 6" STORM (SW)
NEW 12" STORM - 0.05%EXISTING 8" STORM (SW)
1" = 50'
3/6/25
/cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wh?1902&target=q /cgi/wv?1912&target=q /cgi/wv?1912&target=q /cgi/wv?1912&target=q /cgi/wv?1912&target=q /cgi/wv?1913&target=q /cgi/wv?1913&target=q /cgi/wv?1913&target=q /cgi/wv?1913&target=q /cgi/wv?1913&target=q /cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/sma?4076&target=q /cgi/sma?4077&target=q /cgi/wmn?4722&target=q /cgi/wmn?4722&target=q /cgi/wmn?4722&target=q /cgi/wmn?4722&target=q /cgi/wmn?4722&target=q /cgi/wmn?4732&target=q /cgi/wmn?4735&target=q /cgi/wmn?4736&target=q /cgi/wmn?4737&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q
MONROE ST.
v v
6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50
HILLSDALE ST
P.O.E STA 11+39
GASGASGASGASGASGASGASGASGASGASGAS
M
AT
C H
L
IN
EM
ATC
H
LIN
E
9+008+508+007+507+006+50 98.2798.0397.8297.4797.11
10+009+50 98.7598.4498.70
10+50 98.87
6+00 98.46
11+00 99.20
SO
U
TH
C
U R
B
LI
N E
PR
O
FI
LE
11+50
0FLOW EX.
STATION
FLOW NEW 98.2097.9897.7797.5597.40 98.6398.4297.28 98.8597.16 99.07 99.28
9+008+508+007+507+006+50 98.1597.8597.9297.6997.43
10+009+50 98.6498.4297.08
10+50 98.93
6+00 96.77
11+00 99.22
NORTH CURB LINE PROFILE
11+50
FLOW EX.
STATION
FLOW NEW 98.2198.0397.86 98.5598.38 98.72 98.94
SOUTH CURB LINE PROFILE
NAME DATE
DESIGNED
DRAWN
CHECKED
DRAWING NO.
SCALE
REVISIONS DATE
97 N. BROAD ST.
HILLSDALE, MI 49242
..\..\..\Hillsdale Templates\DWG FILES\City Logo.jpg
C5
KLB
PL
AN
P
R O
FI
LE
S
TA
+0
TO
1+
C
IT
Y O
F H
IL
LS
D
AL
E H
IL
LS
D
AL
E, M
I M
O N
R O
E
ST
ST
R
EE
T
PR
O
JE
C T
ISSUED FOR BIDS
ES
JB
11/15/24
12/15/24
12/27/24
HMA, 4EL & 5EL TYP.
DRIVEWAY, NONREINF CONC 6"
CURB AND GUTTER, CONC F4 TYP.
SIDEWALK CONC, 4 IN
SIDEWALK CONC, 4 INCH
CURB RAMP OPENING, CONC
CURB RAMP, 6 INCH
DETECTABLE WARNING SURFACE
DR STR, 24 INCH DIA
DR STR COVER, TYPE K
INLET FABRIC DROP
RIM EL = 97.42
INV SW = XX (EX 4" PL TO REMAIN)
INV NW = 93.88
N
EW
C B
R
IM
7.
REFER TO SHT C5 FOR RAMP DETAILS
TOC NEW 98.7198.5398.36 99.0598.88 99.22 99.44
TOC NEW 98.7098.4898.2798.0597.90 99.1398.9297.78 99.3597.66 99.57 99.78
SEWER, CL A, 12 INCH, TR DET B, 90 FT
N
EW
C B
R
IM
6.
µ
DR STR, 48 INCH DIA
EJIW 1045 W/ "STORM" LID
RIM EL = 96.90
INV NE = 94.43
INV NW = 93.43
INV SE = 93.43
SEWER, CL A, 12 INCH, TR DET B, 18 FT
N
EW
M H
R
IM
6.
N
EW
M H
R
IM
6.
DR STR, 24 INCH DIA
DR STR COVER, TYPE K
INLET FABRIC DROP
SEWER, CL A, 8 INCH, TR DET B, 8 FT
RIM EL = 96.75
INV SW = 94.50
97.69 98.19
97.43 97.93
97.08 97.58
96.77 97.27
DR STR COVER, ADJ, CASE 1
DR STR COVER, TYPE K
INLET FABRIC DROP
PAVT MRKG, OVLY COLD
PLASTIC, 24 INCH, STOP
BAR, TYP.
PAVT MRKG, OVLY COLD
PLASTIC, 6 INCH,
CROSSWALK, TYP/
NEW ROAD PROFILE
NEW 12" STORM - 0.05%
EX. SIDEWALK
NEW ROAD PROFILE
EX. SIDEWALK
NEW ROAD PROFILE
EX. SIDEWALK
NEW 12" STORM - 0.05%
NEW ROAD PROFILE
EX. SIDEWALK
EXISTING 4" STORM (SW)
FIELD VERIFY INVERT
NEW ROAD PROFILE
NEW ROAD PROFILE
EX. SIDEWALK
EX. SIDEWALK
1" = 50'
3/6/25
/cgi/wv?1965&target=q /cgi/wv?1965&target=q /cgi/wv?1965&target=q /cgi/wv?1965&target=q /cgi/wv?1965&target=q /cgi/wv?1966&target=q /cgi/wv?1966&target=q /cgi/wv?1966&target=q /cgi/wv?1966&target=q /cgi/wv?1966&target=q /cgi/wv?1966&target=q /cgi/wv?1967&target=q /cgi/wv?1967&target=q /cgi/wv?1967&target=q /cgi/wv?1967&target=q /cgi/wv?1967&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wh?1979&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4739&target=q /cgi/wmn?4741&target=q /cgi/wmn?4742&target=q /cgi/wmn?4743&target=q /cgi/wmn?5490&target=q /cgi/wmn?5490&target=q /cgi/wmn?5490&target=q
5+50 6+00 6+50 7+00
M
AT
C H
L
IN
EM
ATC
H
LIN
E v
4+50
5+00
5+50
GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
MATCH LINE
EX CULVERT
MANNING ST.
CURB RAMP. 6 INCH CONC
CURB RAMP OPENING, CONC
DETECTABLE WARNING SURFACE
SIDEWALK CONC, 4 INCH
EX.=99.71
100.12
100.32
99.62
100.32
100.12
+5.0% +5.0% -3.0%
EX.=100.30
99.82
-2 .0
99.72
99.52
10'-0" 10'-0" -5.0% 12'-0"
EX
IS
TI
N
G
MATCH
ST
AI
R S
-0.65% 25'-10"
97.06
98.54 98.54
97.06
99.55
99.35
-2.34% 20'-8"
98.74 98.74
-8 .0
M
AT
C H
98.87
M
AT
C H
97.16 97.28
3'-0" @ 8%
23'-0" @ 7.9%
3'-0" @ 8%
97.33
99.3897.57
97.26 97.39
25'-0" @ 0.24% 25'-0" @ 0.24%
NAME DATE
DESIGNED
DRAWN
CHECKED
DRAWING NO.
SCALE
REVISIONS DATE
97 N. BROAD ST.
HILLSDALE, MI 49242
..\..\..\Hillsdale Templates\DWG FILES\City Logo.jpg
C6
SI
D
EW
AL
K D
ET
AI
L
AN
D M
AN
N
IN
G
S
TO
R M
C
IT
Y O
F H
IL
LS
D
AL
E H
IL
LS
D
AL
E, M
I M
O N
R O
E
ST
ST
R
EE
T
PR
O
JE
C T
ISSUED FOR BIDS
99.07
SIDEWALK AND RAMP DETAILS
MANNING STREET STORM DETAILS
DR STR, 24 INCH DIA
DR STR COVER, TYPE K
INLET FABRIC DROP
SEWER, CL A, 8 INCH, TR DET B, 8 FT
RIM EL. = 96.19
INV NW = 92.63
CULV, CL A, CONC, NON-REINF, 15 INCH, TR DET B, 80 FT
CULV END SECT, CONC, NON-REINF 15 INCH
CULV END SECT 15 INCH, GRATE
RIPRAP, PLAIN
INV = 89.78
DR STR, 60 INCH DIA
EJIW 1045 "STORM" LID
RIM EL = 94.29
INV NW = 91.18
INV S = 91.68
SAN MH1716
RIM EL = 91.24
INV EL = 84.44
SAN MH1951
RIM EL = 92.82
INV EL = 87.02
TOP OF SAN
PIPE EL = 87.93
SEWER, CL A, 15 INCH, TR DET B, 228 FT
REFER TO DWG C3
FOR INFORMATION
ON THIS MANHOLE
µ µ
PAVT, REM
XXXXXXXXXXXXXXX XXXXXXXXXXXXXXX XXXXXXXXXXXXXXX
CURB & GUTTER, REM
SIDEWALK CONC, 4 INCH
EXISTING WATER MAIN
EXISTING STORM SEWER
NOT TO SCALE
KLB 10/28/24
KLB 10/28/24
FE 10/28/24
DRIVEWAY, NONREINF, CONC 6"
3/6/25
XXXXXXXXXXXXXXX XXXXXXXXXXXXXXX
CURB & GUTTER, REM
/cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wv?1964&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/wh?1978&target=q /cgi/sma?4382&target=q /cgi/sma?4382&target=q /cgi/sma?4382&target=q /cgi/sma?4382&target=q /cgi/sma?4382&target=q /cgi/sma?4382&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4735&target=q /cgi/wmn?4736&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q /cgi/wmn?4738&target=q
W. FAYETTE ST. E. FAYETTE ST.
W
ES
T
ST
N W
ES
T
ST
RIVER ST.
M
AN
N
IN
G S
T.
HOWDER ST.
GARDEN ST.
H
IL
LS
D
AL
E
ST
BRO
AD ST.
NORTH ST.
UN
IO
N
ST
RIVER ST.
M
AN
N
IN
G S
T.
WILL CARLETON RD.
N W
ES
T
ST
M
AN
N
IN
G S
T.
NORTH ST.
SP
RI
NG
S
T.
H
IL
LS
D
AL
E
ST
NORTH ST.
MONROE ST.
NOT TO SCALE
KLB
KLB
REVISIONS DATE
97 N BROAD ST
HILLSDALE, MI 49242
ISSUED FOR BIDS
µ
DESIGNED
DRAWN
CHECKED
DRAWING
DRAWING SCALE:
TRAFFIC CONTROL KEY
KEY CODE SIGN
TYPE III BARRICADE, HIGH INTENSITY, LIGHTED
W20-3 ROAD CLOSED AHEAD
*QTY
TRAFFIC CONTROL NOTES
1. **QUANTITIES ARE THE MINIMUM REQUIRED,
CONTRACTOR MAY INCREASE SIGNAGE AS
NEEDED FOR A SAFE WORK ZONE.
2. ALL WORK SHALL BE COMPLETED IN
ACCORDANCE WITH ALL APPLICABLE SECTIONS
OF THE MDOT 2020 STANDARD SPECIFICATION
FOR CONSTRUCTION.
3. ALL TRAFFIC CONTROL SHALL CONFORM TO THE
REQUIREMENTS OF THE MOST CURRENT
EDITION OF THE MICHIGAN MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
4. LIGHTED BARRELS AND/OR GRABBER CONES
SHALL BE USED FOR FLAG CONTROL ZONES
AND NIGHTTIME LANE CLOSURES.
5. BARRELS AND CONES SHALL BE USED
THROUGHOUT THE PROJECT IN AREAS WHERE
TYPICAL ROAD ITEMS HAVE BEEN REMOVED; I.E.
CURB AREAS, DRIVE WAYS, ETC.
PROJECT LOCATION
VE
H
IC
LE
T R
AF
FI
C C
O N
TR
O
L
C7
C
IT
Y O
F H
IL
LS
D
AL
E H
IL
LS
D
AL
E, M
I M
O N
R O
E
ST
ST
R
EE
T
PR
O
JE
C T
JB
1 3
1 3 10 1 3
1 3
45 6
7 6
R11-4 ROAD CLOSED TO THRU TRAFFIC 4
M4-9R DETOUR ARROW - RIGHT 3
M4-9L DETOUR ARROW - LEFT 4
M4-8A DETOUR ENDS 2
D3-1 MONROE STREET PLAQUE 13
D3-1 BUSINESSES OPEN PLAQUE 2
M4-9S DETOUR ARROW - STRAIGHT
W20-2 DETOUR AHEAD
9 9
3/6/25
12/26/24
12/26/24
W. FAYETTE ST. E. FAYETTE ST.
W
ES
T
ST
N W
ES
T
ST
RIVER ST.
M
AN
N
IN
G S
T.
HOWDER ST.
GARDEN ST.
H
IL
LS
D
AL
E
ST
BRO
AD ST.
NORTH ST.
UN
IO
N
ST
RIVER ST.
M
AN
N
IN
G S
T.
WILL CARLETON RD.
N W
ES
T
ST
M
AN
N
IN
G S
T.
NORTH ST.
SP
RI
NG
S
T.
H
IL
LS
D
AL
E
ST
NORTH ST.
MONROE ST.
NOT TO SCALE
KLB
KLB
REVISIONS DATE
97 N BROAD ST
HILLSDALE, MI 49242
ISSUED FOR BIDS
µ
KEY CODE SIGN
SIDEWALK CLOSED AHEAD - CROSS HERE LEFT
R9-11R SIDEWALK CLOSED AHEAD - CROSS HERE RIGHT
*QTY
TRAFFIC CONTROL NOTES
1. **QUANTITIES ARE THE MINIMUM REQUIRED,
CONTRACTOR MAY INCREASE SIGNAGE AS
NEEDED FOR A SAFE WORK ZONE.
2. ALL WORK SHALL BE COMPLETED IN
ACCORDANCE WITH ALL APPLICABLE SECTIONS
OF THE MDOT 2020 STANDARD SPECIFICATION
FOR CONSTRUCTION.
3. ALL TRAFFIC CONTROL SHALL CONFORM TO THE
REQUIREMENTS OF THE MOST CURRENT
EDITION OF THE MICHIGAN MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES.
4. LIGHTED BARRELS AND/OR GRABBER CONES
SHALL BE USED FOR FLAG CONTROL ZONES
AND NIGHTTIME LANE CLOSURES.
5. BARRELS AND CONES SHALL BE USED
THROUGHOUT THE PROJECT IN AREAS WHERE
TYPICAL ROAD ITEMS HAVE BEEN REMOVED; I.E.
CURB AREAS, DRIVE WAYS, ETC.
PROJECT LOCATION
PE
D
ES
TR
IA
N
T R
AF
FI
C C
O N
TR
O
L
C8
C
IT
Y O
F H
IL
LS
D
AL
E H
IL
LS
D
AL
E, M
I M
O N
R O
E
ST
ST
R
EE
T
PR
O
JE
C T
JB
SIDEWALK CLOSED AHEAD 2
R9-9 SIDEWALK CLOSED 6
PEDESTRIAN TYPE II BARRICADE, TEMP 6
DESIGNED
DRAWN
CHECKED
DRAWING
DRAWING SCALE:
PEDESTRIAN CONTROL KEY
R9-11L
4 5
4 5
4 5
4 5
4 5
R9-11
3/6/25
12/26/24
File details come from the government source that posted it. Updated .