Bid 6202 Construction Drawings.pdf
PDF 4 MB Posted
- Attached to
- BID 6202 ROOSEVELT AND CMS PARKING LOTS
- Solicitation number
- RFP PHA 260000001413 1
- Issued by
- Wayne County, Michigan
About this file
This is a construction drawings document for phased parking lot improvements at two Port Huron Area School District facilities: Roosevelt Elementary School (1112 20th Street) and Central Middle School (200 32nd Street) in Port Huron, Michigan. The project encompasses removal and reconstruction of asphalt parking lots, concrete sidewalks, and associated site improvements at both school locations. The construction drawings include eight sheets detailing removal plans, layout plans, grading plans, utility coordination, and construction details. Key work items include approximately 1,820 tons of Hot Mix Asphalt (HMA) pavement placement, 140+ square yards of reinforced concrete pavement and driveway construction, over 760 square feet of concrete sidewalk installation, removal of approximately 2,400 square yards of existing pavement and sidewalk, installation of curb ramps with detectable warning surfaces, pavement markings, and erosion control measures including silt fencing. The project engineer is Philip J. Porte, P.E. from BMJ Engineers & Surveyors, Inc., with design and review dated January 20, 2026, and bid opening scheduled for March 6, 2026. Construction is planned for the 2026-2027 construction season with estimated timing from September through April, including weekly soil erosion inspections throughout the project duration.
The drawings specify compliance with Michigan Department of Transportation 2020 Standard Specifications for Construction and St. Clair County Road Commission standards. All erosion control provisions must conform to standards established by the St. Clair County Health Department and Michigan Department of Environmental Quality. Coordination is required with multiple utility providers including DTE Energy, Semco Energy, Comcast Cable Communications, and AT&T Engineering. The contractor is responsible for temporary traffic control utilizing MDOT standard details for two-way roadway work on 19th Street. The project establishes specific requirements for restoration of disturbed areas with topsoil, seed, fertilizer, and mulch blanket, with restrictions limiting bare earth exposure to one acre maximum and a seven-day limit on earthwork activities before restoration work begins. Pavement sections utilize both full-depth HMA construction and mill-and-resurface approaches depending on location, with geotextile separator fabric specified under areas where pavement and aggregate base removal occurs.
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| File | Type | Posted |
|---|---|---|
| Bid 6202 Roosevelt and Central Parking Lot Improvements.pdf |
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PHASD PARKING LOT IMPROVEMENTS 2026
ROOSEVELT ELEMENTARY &
CENTRAL MIDDLE SCHOOL
1112 20TH STREET
200 32ND STREET
PORT HURON, MICHIGAN 48060
OWNER:
PORT HURON AREA SCHOOL DISTRICT
2720 RIVERSIDE DRIVE
PORT HURON, MICHIGAN 48060
810-984-3101
PROJECT ENGINEER
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CENTRAL MIDDLE SCHOOL
ROOSEVELT ELEMENTARY SCHOOL
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JOB NO.
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RIVERWOOD CT
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17TH AVE
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VACATED
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CITY LIMITS
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AutoCAD SHX Text Copyright 2023. BMJ Engineers & Surveyors Inc. All rights reserved.
AutoCAD SHX Text Z:\(1)Projects\2510-24\dwg\1 COVER.dwg, 3/4/2026 1:00 PM, MDAMROW, 3/4/2026 1:00 PM, MDAMROW3/4/2026 1:00 PM, MDAMROW, MDAMROWMDAMROW http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ AutoCAD SHX Text SHEET INDEX NO. DESCRIPTION DESCRIPTION DESCRIPTION 1 COVER COVER 2 LEGEND & NOTES LEGEND & NOTES 3 CENTRAL REMOVAL PLAN CENTRAL REMOVAL PLAN 4 CENTRAL LAYOUT PLAN CENTRAL LAYOUT PLAN 5 ROOSEVELT REMOVAL, LAYOUT, GRADING PLAN ROOSEVELT REMOVAL, LAYOUT, GRADING PLAN 6 ROOSEVELT REMOVAL, LAYOUT, GRADING PLAN ROOSEVELT REMOVAL, LAYOUT, GRADING PLAN 7 ROOSEVELT REMOVAL, LAYOUT, GRADING PLAN ROOSEVELT REMOVAL, LAYOUT, GRADING PLAN 8 DETAILSDETAILS
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CITY OF PORT HURON / PORT HURON TOWNSHIP 1" = 1000'
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PUBLIC UTILITIES
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DTE ENERGY 3223 RAVENSWOOD ROAD MARYSVILLE, MI 48040 TEL. (810) 364-0400
AutoCAD SHX Text SEMCO ENERGY 1411 THIRD STREET, SUITE A PORT HURON, MI 48060 ATTN: RYAN CAMERON TEL. (810) 887-3085(810) 887-3085
AutoCAD SHX Text COMCAST CABLE COMMUNICATIONS 25626 TELEGRAPH ROAD SOUTHFIELD, MI 48033 ATTN: CRAIG PUDAS TEL. (248) 809-2715
AutoCAD SHX Text AT&T ENGINEERING 2020 BANCROFT STREET PORT HURON, MI 48060 ATTN: GLEN SOWINSKI TEL. (810) 984-7018(810) 984-7018
AutoCAD SHX Text CITY OF PORT HURON 100 MCMORRAN BLVD. PORT HURON, MI 48060 ATTN: AMANDA HUDDAS TEL. (810) 984-9730
AutoCAD SHX Text PORT HURON AREA SCHOOL DISTRICT FACILITIES & OPERATIONS DEPARTMENT 4035 DOVE ROAD PORT HURON, MI 48060 ATTN: CHARLES RASKI TEL. (810) 984-3101 EXT. 4121
AutoCAD SHX Text PHILIP J. PORTE, P.E. BMJ ENGINEERS & SURVEYORS, INC 519 HURON AVE. PORT HURON, MI 48060 810-984-5598
AutoCAD SHX Text MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD DETAILS R-28-K CURB RAMP AND DETECTABLE WARNING DETAILS CURB RAMP AND DETECTABLE WARNING DETAILS R-29-J DRIVEWAY OPENINGS & APPROACHES, AND DRIVEWAY OPENINGS & APPROACHES, AND CONCRETE SIDEWALK R-30-G CONCRETE CURB AND CONCRETE CURB & GUTTER CONCRETE CURB AND CONCRETE CURB & GUTTER R-80-F GRANULAR BLANKET, UNDERDRAINS, OUTLET ENDINGS GRANULAR BLANKET, UNDERDRAINS, OUTLET ENDINGS FOR UNDERDRAINS, AND SEWER BULKHEADS R-96-E SOIL EROSION & SEDIMENTATION CONTROL MEASURES SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-98-B CHAIN LINK FENCE (USING TENSION WIRE) CHAIN LINK FENCE (USING TENSION WIRE) R-100-I SEEDING AND TREE PLANTINGSEEDING AND TREE PLANTING
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MAINTAINING TRAFFIC STANDARD DETAILS
AutoCAD SHX Text ST. CLAIR COUNTY RESA 499 RANGE ROAD MARYSVILLE, MI 48040 MAIN TEL. (810) 455-4168 ATTN: HENRY HERBER, JR.-INFRASTRUCTURE TEAM CELL: (810) 887-9185
AutoCAD SHX Text THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION, AS AMENDED BY SUPPLEMENTAL SPECIFICATIONS, SPECIAL PROVISIONS AND THE LATEST MDOT STANDARD ROAD PLANS. ALL TRAFFIC CONTROL DEVICES COVERED BY THESE PLANS SHALL BE IN ACCORDANCE WITH THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, 2011 EDITION, AS AMENDED.
AutoCAD SHX Text MO14a - TYPICAL TEMPORARY TRAFFIC CONTROL FOR A TWO-WAY ROADWAY WHERE ONE LANE IS CLOSED UTILIZING TRAFFIC REGULATIONS, NO SPEED REDUCTION
AutoCAD SHX Text 101-GEN-SPACING-CHARTS "B", "D" AND "L" TABLES CHANNELIZING DEVICE SPACING, SIGN BORDER KEY, AND ROLL AHEAD SPACING
AutoCAD SHX Text PORT HURON TOWNSHIP DEPARTMENT OF PUBLIC WORKS 3800 LAPEER ROAD PORT HURON, MI 48060 ATTN: DAN DUMAN TEL. (810) 987-6600 pporte Placed Image
PROFILE FEATURES
GRADING LABELS
STATION, OFFSET, & GRADING LABELS
ABBREVIATIONS
ORIGINAL WORD/ABBREVIATION
LEGEND OF EXISTING FEATURES LEGEND OF PROPOSED FEATURES GENERAL CONSTRUCTION NOTES
SOIL EROSION AND SEDIMENT CONTROL MEASURES
EXISTING SOIL CONDITIONS
SANITARY
STORM
WATER
PAVING
MISC.
MISC.
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HYDRANT, 6"
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MH
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MH
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AutoCAD SHX Text Found Iron Set Iron Government Corner Set Monument Found Monument Bench Mark Manhole Electric Manhole Catch Basin Drain Down Spout Power Pole Pole w/Light Street Light Traffic Light Lamp Post Cable Anchor Fire Hydrant Valve & Box Valve & Well Water Spigot Water Meter Water Shutoff Wellhead Sprinkler Board Sign RR Switch RR Gate RR Signal Box RR Signal Rubbish Container Mailbox Flagpole Flood Light Pilings Borings Gas Pumps
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ACTIVITY
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START OF
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CONSTRUCTION
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CONTROL MEASURES
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INSTALL TEMPORARY EROSION
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& CONSTRUCTION
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ROUGH GRADING
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EROSION CONTROL MEASURES
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REMOVAL OF TEMPORARY
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COMPLETION OF
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2026-2027 CONSTRUCTION SEASON
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SEPT
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WEEKLY SOIL EROSION INSPECTIONS SHALL BE REQUIRED
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AutoCAD SHX Text Additional ADD. ADD. Adjust ADJ. ADJ. American Society for Testing and Materials ASTM. ASTM. Asphalt ASPH. ASPH. Bench Mark BM. BM. Bituminous BIT. BIT. Bottom Width B.W. B.W. Cast Iron Pipe C.I.P. C.I.P. Centerline C/L C/L Compacted in Place CIP. CIP. Concrete CONC. CONC. Concrete Pipe C.P. C.P. Corrugated CORR. CORR. Corrugated Aluminum Pipe C.A.P. C.A.P. Corrugate Steel Pipe C.S.P. C.S.P. Corr. Steel Pipe Arch C.S.P.A. C.S.P.A. Culvert CULV. CULV. Detail DET. DET. Diameter DIA. DIA. Ditch Bottom D.B. D.B. Downstream D.S. D.S. Drainage DR. DR. Ductile Iron D.I. D.I. Easement ESMT. ESMT. Elevation ELEV. ELEV. Erosion Control Structure E.C.S. E.C.S. End Slope E.S. E.S. External Drop Connection E.D.C. E.D.C. Fence Line F/L F/L Field Diversion F.D. F.D. Flow Line F.L. F.L. Found FND. FND. Fractional FRL. FRL. Galvanized GALV. GALV. Hazardous HAZ. HAZ. High Point H.P. H.P. Highway HWY. HWY. Hydraulic Grade Line H.G.L. H.G.L. Incidental INCID. INCID. Inside Diameter I.D. I.D. Internal Drop Connection I.D.C. I.D.C. Left LT. or L. LT. or L. Liber L. L. Low Chord L.C. L.C. Longitudinal LONGIT. LONGIT. Miscellaneous MISC. MISC. Multiple MULT. MULT. Nonreinforced NONREINF. NONREINF. Page P. P. Pavement PAVT. PAVT. Plastic Pipe P.P. P.P. Point PT. PT. Point of Compound Curve P.C.C. P.C.C. Point of Curvature P.C. P.C. Point of Reverse Curvature P.R.C. P.R.C. Point of Tangency P.T. P.T. Point of Inflection P.I. P.I. Point of Beginning P.O.B. P.O.B. Point of Ending P.O.E. P.O.E. Public PUB. PUB. Preliminary PRELIM. PRELIM. Private PVT. PVT. Property Line P/L P/L Railroad RR. RR. Range R. R. Reconstruct RECONST. RECONST. Reinforced Concrete Pipe R.C.P. R.C.P. Repair REPR. REPR. Remove REM. REM. Right RT. or R. RT. or R. Road RD. RD. Right-of-Way R.O.W. or R/W R.O.W. or R/W Salvage SALV. SALV. Section SEC. SEC. Side Slope S.S. S.S. Street ST. ST. Subdivision SUB. SUB. Supervisors Plat S.P. S.P. Temporary TEMP. TEMP. Tile Outlet T.O. T.O. Top Width T.W. T.W. Town T. T. Township TWP. TWP. Upstream U.S. U.S. Vacated VAC. VAC. Vitrified Clay Pipe V.C.P.V.C.P.
AutoCAD SHX Text Post, Wood Square
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text
1. DISTURB ONLY THE AREAS NEEDED FOR CONSTRUCTION. DISTURB ONLY THE AREAS NEEDED FOR CONSTRUCTION. 2. ALL EROSION SEDIMENT CONTROL WORK SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF THE ST. CLAIR ALL EROSION SEDIMENT CONTROL WORK SHALL CONFORM TO STANDARDS AND SPECIFICATIONS OF THE ST. CLAIR COUNTY HEALTH DEPARTMENT, ST. CLAIR COUNTY ROAD COMMISSION AND THE MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY. 3. ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR IN ALL APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO OR IN CONJUNCTION WITH THE START OF CONSTRUCTION AND SHALL REMAIN IN EFFECT UNTIL AREAS ARE STABILIZED. 4. WHEEL TRACKING: ALL MUD/DIRT TRACKED ONTO EXISTING ROADWAYS FROM THIS SITE, DUE TO CONSTRUCTION WHEEL TRACKING: ALL MUD/DIRT TRACKED ONTO EXISTING ROADWAYS FROM THIS SITE, DUE TO CONSTRUCTION ACTIVITY, SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR. FAILURE TO PROMPTLY REMOVE SOIL FROM ROADWAYS MAY RESULT IN THE ENGINEER SUSPENDING WORK OPERATIONS UNTIL THE AREA IS CLEANED AND THE CONTRACTOR HAS DEVELOPED A PLAN TO ELIMINATE TRACKING. 5. DAILY INSPECTION SHALL BE PROVIDED BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION AND DAILY INSPECTION SHALL BE PROVIDED BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENT CONTROL WORK. REPAIRS SHALL BE MADE WITHOUT DELAY. 6. EROSION AND SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED EROSION AND SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREAS OR IN WATERWAYS, OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS. 7. TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROLS: TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROLS: a.) CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY ENGINEER. CONTRACTOR SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION HAS BEEN SUCCESSFULLY ACHIEVED. b.) SOIL EROSION MEASURES WILL BE INSPECTED BY THE OWNER AT LEAST ONCE A WEEK AND AFTER EVERY MAJOR RAINFALL EVENT FOR STRUCTURAL INTEGRITY AND SILT BUILD UP. SOIL EROSION MEASURES DAMAGED SHALL BE IMMEDIATELY REPAIRED OR REPLACED BY THE CONTRACTOR. c.) IF SILTATION BUILD UP BEHIND ANY SOIL EROSION MEASURE IF GREATER THAN 6", THE CONTRACTOR SHALL IF SILTATION BUILD UP BEHIND ANY SOIL EROSION MEASURE IF GREATER THAN 6", THE CONTRACTOR SHALL IMMEDIATELY REMOVE AND DISPOSE OF SILT ON AN UPLAND SITE. d.) IF THE CONTRACTOR FAILS TO RESPOND TO REPAIR AND/OR RESTORATION OF SOIL EROSION MEASURES, THE JOB SHALL BE SHUTDOWN TO CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE GIVEN 24 HOURS TO CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL BE GIVEN 24 HOURS TO BRING THE SITE INTO COMPLIANCE FOR SOIL EROSION MEASURES. e.) IF THE CONTRACTOR DOES NOT RESPOND WITHIN 24 HOURS, THE ST. CLAIR COUNTY HEALTH DEPARTMENT SHALL REPAIR THE NECESSARY ITEMS AND INVOICE THE CONTRACTOR FOR THE WORK. 8. PERMANENT SOIL EROSION AND SEDIMENTATION CONTROLS: PERMANENT SOIL EROSION AND SEDIMENTATION CONTROLS: a.) THE MAIN SOIL EROSION MEASURE ON THIS PROJECT SHALL BE SEEDING OF ALL BARE EARTH AREAS. b.) THE CONTRACTOR WILL BE ALLOWED TO DO EARTHWORK ACTIVITIES FOR SEVEN (7) DAYS. AFTER THIS TIME, THE CONTRACTOR SHALL BEGIN RESTORATION WORK WHICH INCLUDES PLACING TOPSOIL, SEED, FERTILIZER, MULCH BLANKET, AND WATER. c.) AT NO TIME SHALL MORE THAN 1 ACRE OF BARE EARTH BE EXPOSED ON THE CONSTRUCTION SITE. d.) IF THE CONTRACTOR FAILS TO FOLLOW THE ABOVE RESTORATION MEASURES, THE JOB SHALL BE SHUTDOWN TO CONSTRUCTION ACTIVITIES. e.) THE CONTRACTOR SHALL BE GIVEN 24 HOURS TO BRING THE SITE INTO COMPLIANCE FOR RESTORATION. f.) IF THE CONTRACTOR DOES NOT RESPOND WITHIN 24 HOURS, THE ST. CLAIR COUNTY HEALTH DEPARTMENT IF THE CONTRACTOR DOES NOT RESPOND WITHIN 24 HOURS, THE ST. CLAIR COUNTY HEALTH DEPARTMENT SHALL REPAIR THE NECESSARY ITEMS AND INVOICE THE CONTRACTOR FOR THE WORK. g.) RESTORATION SHALL INCLUDE ALL LAWN AREAS, DITCH SLOPES, AND STAGING AREAS DISTURBED BY CONSTRUCTION ACTIVITIES. RESTORATION SHALL INCLUDE: TOPSOIL SURFACE, FURN, 4 INCH; SEEDING, MIXTURE TUF; FERTILIZER, CHEMICAL NUTRIENT, CL A AND STRAW MULCH BLANKET. h.) ANY AREAS NOT SHOWING ADEQUATE TURF ESTABLISHMENT SHALL BE RESEEDED, REFERTILIZED, REMULCHED AND REWATERED AT CONTRACTORS EXPENSE UNTIL AN ADEQUATE TURF HAS BEEN ESTABLISHED. 9. WHENEVER THE COMPLETION DATE FALLS DURING A DORMANT SEASON, THE SITE WILL BE STRAW MULCHED WITHIN WHENEVER THE COMPLETION DATE FALLS DURING A DORMANT SEASON, THE SITE WILL BE STRAW MULCHED WITHIN 15 DAYS AFTER THE BEGINNING OF THE NEXT GROWING SEASON.
AutoCAD SHX Text
1. UNLESS SPECIFICALLY NOTED FOR REMOVAL AND REPLACEMENT ON THE CONSTRUCTION DRAWINGS, ALL SIDEWALK, UNLESS SPECIFICALLY NOTED FOR REMOVAL AND REPLACEMENT ON THE CONSTRUCTION DRAWINGS, ALL SIDEWALK, DRIVES, GUARDRAILS AND ABOVE GROUND UTILITIES DAMAGED OR DESTROYED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED IN-KIND AT NO ADDITIONAL EXPENSE TO THE OWNER. 2. EXISTING SEWERS, WATER MAINS, GAS MAINS, UNDERGROUND TELEPHONE, ELECTRIC AND/OR CABLE LINES ARE EXISTING SEWERS, WATER MAINS, GAS MAINS, UNDERGROUND TELEPHONE, ELECTRIC AND/OR CABLE LINES ARE SHOWN ONLY IN THE PLAN VIEW OF THE CONSTRUCTION DRAWINGS. THE EXACT LOCATION AND DEPTH OF THESE UTILITIES IS NOT KNOWN. SOME UTILITIES HAVE NOT BEEN SHOWN IN THE PROFILE OF THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THESE UTILITIES DURING CONSTRUCTION. IF DAMAGED OR DESTROYED DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS TO REPAIR OR REPLACE THEM AT NO ADDITIONAL EXPENSE TO THE OWNER. 3. UNLESS NOTED ON THE DRAWINGS FOR REMOVAL, TREES AND SHRUBS ARE TO BE PROTECTED DURING UNLESS NOTED ON THE DRAWINGS FOR REMOVAL, TREES AND SHRUBS ARE TO BE PROTECTED DURING CONSTRUCTION AND BORED WHERE NECESSARY. 4. AREAS DISTURBED BY THE CONTRACTOR'S OPERATION OR AT THE DIRECTION OF THE ENGINEER SHALL BE AREAS DISTURBED BY THE CONTRACTOR'S OPERATION OR AT THE DIRECTION OF THE ENGINEER SHALL BE RESTORED WITH TOPSOIL, SEED, FERTILIZER, MULCH AND WATERED IN A TIMELY MANNER. 5. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING UTILTIES AT POINTS OF POSSIBLE CONFLICT PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING UTILTIES AT POINTS OF POSSIBLE CONFLICT SO THAT THESE CONFLICTS CAN BE RESOLVED. 6. EROSION CONTROL PROVISIONS SHALL CONFORM TO THE SPECIFICATIONS AND SHALL BE PAID AS PROVIDED IN EROSION CONTROL PROVISIONS SHALL CONFORM TO THE SPECIFICATIONS AND SHALL BE PAID AS PROVIDED IN THE CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, BONDS AND INSURANCE REQUIRED FOR WORK. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, BONDS AND INSURANCE REQUIRED FOR WORK. 8. ANY EXCAVATED AREAS THAT ARE CONSIDERED A PUBLIC HAZARD BY MIOSHA SHALL HAVE "PROTECTIVE, FENCE" ANY EXCAVATED AREAS THAT ARE CONSIDERED A PUBLIC HAZARD BY MIOSHA SHALL HAVE "PROTECTIVE, FENCE" PLACED AROUND THE EXCAVATION IF THE EXCAVATION WILL REMAIN IN PLACE LONGER THAN ONE WORKING DAY. "PROTECTIVE, FENCE" SHALL BE INCLUDED IN THE PAY ITEM RELATED TO WORK AND WILL NOT BE PAID FOR SEPARATELY. 9. ALL APPLICABLE CONSTRUCTION SHALL COMPLY WITH ST. CLAIR COUNTY ROAD COMMISSION STANDARDS AND ALL APPLICABLE CONSTRUCTION SHALL COMPLY WITH ST. CLAIR COUNTY ROAD COMMISSION STANDARDS AND SPECIFICATIONS. APPROVAL OF PLANS BY THE ST. CLAIR COUNTY ROAD COMMISSION DOES NOT RELIEVE THE OWNER/DEVELOPER OF THIS REQUIREMENT NOR DOES IT GIVE APPROVAL TO ANY ERRORS AND/OR OMISSIONS CONTAINED IN THE PLANS.
AutoCAD SHX Text Proposed Hot Mix Asphalt (HMA) Pavement Section I
AutoCAD SHX Text Proposed Hot Mix Asphalt (HMA) Pavement Section II
AutoCAD SHX Text Proposed Hot Mix Asphalt (HMA) Pavement Section III
AutoCAD SHX Text Proposed Sidewalk, Conc., 4 Inch
AutoCAD SHX Text Proposed Sidewalk, Conc., 6 Inch
AutoCAD SHX Text Proposed Grading Limits
AutoCAD SHX Text
DS
AutoCAD SHX Text E
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AutoCAD SHX Text X 100.00
AutoCAD SHX Text Valve Cover Plate Walk/NoWalk Signal Pole/Post Signpost Parking Meter Planter/Pedestal Monument/Statue Transformer AC Unit Antenna (tower) Antenna (dish) LP Gas Tank (small) LP Gas Tank (large) Telephone Riser Electrical Riser Cable TV Riser Gas Meter Gas Marker Gas Shut Off Clean Out Culvert Headwall Round Hand Hole Square Hand Hole Signal Hand Hole Spot Elevation Large Deciduous Tree Med Deciduous Tree Small Deciduous Tree Large Evergreen Tree Med Evergreen Tree Small Evergreen Tree Shrubbery/Bush Tree Stump Ornamental Boulder Rock
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CO
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CO
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DS
AutoCAD SHX Text Curb and Gutter, Rem
AutoCAD SHX Text Proposed Clear and Grubbing Limits
AutoCAD SHX Text Proposed Brick Pavers
AutoCAD SHX Text Ramp Level Landing
AutoCAD SHX Text 24"C
AutoCAD SHX Text 8"W
AutoCAD SHX Text 4"G
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text
4"FM
AutoCAD SHX Text Sanitary Sewer Sanitary Sewer Forcemain Storm Sewer Combined Sewer Watermain Edge of Hard Surface Edge of Gravel Surface Fence Gasmain Liquid Petroleum Gasmain Guardrail Buried Electric Cable Buried Telephone Cable Buried Communication Cable Overhead Cable Watercourse Centerline Right of Way Line Property Line (Survey)
AutoCAD SHX Text Property Line (Topo) Plat Lines Parcel Lines Easement Line Section Line Retaining Wall Trail Line Top of Slope Toe of Slope Sea Wall Railroad Tracks Hedge or Bushes Woods Edge Wetland Boundary Wetlands (Non-Regulated) Wetlands (Regulated) RipRap
AutoCAD SHX Text
8"SS
AutoCAD SHX Text
4"LP
AutoCAD SHX Text 8"S
AutoCAD SHX Text C
AutoCAD SHX Text Proposed Concrete ADA Ramp
AutoCAD SHX Text Proposed Driveway, Reinf., Conc, 8 Inch
AutoCAD SHX Text Proposed Sidewalk, Conc., Reinf, 8 Inch
AutoCAD SHX Text Copyright 2023. BMJ Engineers & Surveyors Inc. All rights reserved.
AutoCAD SHX Text Z:\(1)Projects\2510-24\dwg\1 COVER.dwg, 3/4/2026 1:01 PM, MDAMROW, 3/4/2026 1:01 PM, MDAMROW3/4/2026 1:01 PM, MDAMROW, MDAMROWMDAMROW http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/
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32ND STREET
CHIPPEWA TRAIL
YEAGER STREET
SHT OF3 8
JOB NO.
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1" = 30' 01.20.26
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AutoCAD SHX Text 6"S
AutoCAD SHX Text 4"S
AutoCAD SHX Text 12"
AutoCAD SHX Text BM #0303-052-1 U.S.L.S. 1935 DATUM LAG SCREW IN NORTH FACE OF 15" COTTONWOOD ELEV. 614.25
AutoCAD SHX Text
PORTABLE CLASSROOM FF 615.42
AutoCAD SHX Text
200 32ND STREET ONE STORY BRICK FACED BLOCK SCHOOL BUILDING FF= 613.79
AutoCAD SHX Text 12"S
AutoCAD SHX Text 12"S
AutoCAD SHX Text 8"S
AutoCAD SHX Text 8"S
AutoCAD SHX Text 8"S
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CB. 3
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CB. 2
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MH. 1
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BM. 1
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10" CHERRY
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CONC
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CONC
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LAWN
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8" ASH
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LAWN
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LAWN
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LAWN
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LAWN
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CONC
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CONC
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12" APPLE
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CONC
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BENCH
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BENCH
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BASEBALL FIELD
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LAWN
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LAWN
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LAWN
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LAWN
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LAWN
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LAWN
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LAWN
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LAWN
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LAWN
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LAWN
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LAWN
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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LAWN
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CONC
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ASPH
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ASPH
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ASPH
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ASPH
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ASPHALT PARKING LOT (TYP.)
AutoCAD SHX Text 6"S
AutoCAD SHX Text 15"S
AutoCAD SHX Text 10"S
AutoCAD SHX Text 12"S
AutoCAD SHX Text
MH. 4
AutoCAD SHX Text 6"S
AutoCAD SHX Text 6"S
AutoCAD SHX Text 10"S
AutoCAD SHX Text 8"S
AutoCAD SHX Text
12"SS
AutoCAD SHX Text
8"SS
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4"SS
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4"SS
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6"SS
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CONC
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MH.55
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MH.51
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MH.56
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MH.50
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MH.52
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MH.54
AutoCAD SHX Text 44" C.S.P.
AutoCAD SHX Text 48" C.S.P.
AutoCAD SHX Text 44" C.S.P.
AutoCAD SHX Text 15" C.S.P.
AutoCAD SHX Text 60" C.S.P.
AutoCAD SHX Text 12" C.S.P.
AutoCAD SHX Text 12" C.S.P.
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CO
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CO
AutoCAD SHX Text CONSTRUCTION NOTES: 1. SELECT AREAS FOR PAVEMENT REMOVAL WILL BE SELECT AREAS FOR PAVEMENT REMOVAL WILL BE DELINEATED BY THE ENGINEER PRIOR TO START OF CONSTRUCTION. 2. PAVEMENT AREAS TO BE REMOVED SHALL BE SAWCUT PAVEMENT AREAS TO BE REMOVED SHALL BE SAWCUT PRIOR TO PAVEMENT REMOVAL. 3. PAVEMENT REMOVAL WILL BE MEASURED BY SQUARE YARD PAVEMENT REMOVAL WILL BE MEASURED BY SQUARE YARD AND PAID FOR BY THE PAY ITEM "HMA SURFACE, REM". 4. REPLACEMENT OF PAVEMENT REMOVED SHALL BE WITH REPLACEMENT OF PAVEMENT REMOVED SHALL BE WITH HMA 4 EL AND SHALL MATCH EXISTING THICKNESS. MEASUREMENT WILL BE BY THE TON AND PAID FOR BY THE PAY ITEM "HAND PATCHING". 5. REMOVAL AND REPLACEMENT OF AGGREGATE BASE REMOVAL AND REPLACEMENT OF AGGREGATE BASE MATERIAL WILL BE MEASURED BY THE TON FOR THE MATERIAL PLACED, AND PAID FOR BY THE PAY ITEM "AGGREGATE BASE, LM". 6. GEOTEXTILE SHALL BE PLACED UNDER AREAS WHERE GEOTEXTILE SHALL BE PLACED UNDER AREAS WHERE PAVEMENT AND AGGREGATE BASE HAS BEEN REMOVED. MEASUREMENT SHALL BE BY THE SQUARE YARD AND PAID FOR BY THE PAY ITEM "GEOTEXTILE SEPARATOR". 7. EXISTING SIGNIFICANT PAVEMENT CRACKS TO BE REPAIRED EXISTING SIGNIFICANT PAVEMENT CRACKS TO BE REPAIRED SHALL BE DELINEATED BY THE ENGINEER PRIOR TO THE START OF CONSTRUCTION. 8. REPAIR OF CRACKS SHALL BE PERFORMED IN ACCORDANCE REPAIR OF CRACKS SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 502 OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2020 STANDARD SPECIFICATIONS FOR CONSTRUCTION. MEASUREMENT SHALL BE BY THE FOOT AND PAID FOR BY THE PAY ITEM "HMA CRACK TREATMENT, MODIFIED".
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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AutoCAD SHX Text Copyright 2025. BMJ Engineers & Surveyors Inc. All rights reserved.
AutoCAD SHX Text Z:\(1)Projects\2510-24\dwg\2510.24 Base_Central1.dwg, 3/4/2026 1:01 PM, MDAMROW, 3/4/2026 1:01 PM, MDAMROW3/4/2026 1:01 PM, MDAMROW, MDAMROWMDAMROW http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ AutoCAD SHX Text
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AutoCAD SHX Text 18'
AutoCAD SHX Text 25'
AutoCAD SHX Text 15'
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AutoCAD SHX Text 20'
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BM 1
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SIDEWALK, REM (20 SYD)
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SIDEWALK, REM (33 SYD)
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SIDEWALK, REM (20 SYD)
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SIDEWALK, REM (11 SYD)
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SIDEWALK, REM (3 SYD)
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SIDEWALK, REM (11 SYD)
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COLD MILLING HMA SURFACE, 2 INCH (181 SYD)
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PLASTIC DRUM, FLORESCENT (8 EA)
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COLD MILLING HMA SURFACE, 2 INCH (103 SYD)
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PLASTIC DRUM, FLORESCENT (8 EA)
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PAVEMENT CORE (TYP)
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EROSION CONTROL, INLET PROTECTION, FABRIC DROP (TYP)
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SIGN, TYPE III, ERECT, SALV (3 EA)
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AutoCAD SHX Text NOTES: VERTICAL DATUM: NAVD 88 HORIZONTAL DATUM: MICHIGAN STATE PLANE SOUTH ZONE 2113 BM #1 ELEVATION: 612.71 DESCRIPTION: ATOP LAG SCREW IN WEST FACE 10" CHERRY TREE, EAST OF BACK OF CURB OF EAST EDGE OF PARKING LOT AND NORTH OF SOUTH ENTRANCE.
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32ND STREET
CHIPPEWA TRAIL
YEAGER STREET SHT OF4 8
JOB NO.
DESIGNED:
DRAWN:
CHK'D:
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AutoCAD SHX Text 6"S
AutoCAD SHX Text 4"S
AutoCAD SHX Text 12"
AutoCAD SHX Text BM #0303-052-1 U.S.L.S. 1935 DATUM LAG SCREW IN NORTH FACE OF 15" COTTONWOOD ELEV. 614.25
AutoCAD SHX Text
PORTABLE CLASSROOM FF 615.42
AutoCAD SHX Text
200 32ND STREET ONE STORY BRICK FACED BLOCK SCHOOL BUILDING FF= 613.79
AutoCAD SHX Text 12"S
AutoCAD SHX Text 12"S
AutoCAD SHX Text 8"S
AutoCAD SHX Text 8"S
AutoCAD SHX Text 8"S
AutoCAD SHX Text
CB. 3
AutoCAD SHX Text
CB. 2
AutoCAD SHX Text
MH. 1
AutoCAD SHX Text
BM. 1
AutoCAD SHX Text
10" CHERRY
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
8" ASH
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
12" APPLE
AutoCAD SHX Text
CONC
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
BASEBALL FIELD
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
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
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
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
CONC
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ASPH
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ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPHALT PARKING LOT (TYP.)
AutoCAD SHX Text 6"S
AutoCAD SHX Text 15"S
AutoCAD SHX Text 10"S
AutoCAD SHX Text 12"S
AutoCAD SHX Text
MH. 4
AutoCAD SHX Text 6"S
AutoCAD SHX Text 6"S
AutoCAD SHX Text 10"S
AutoCAD SHX Text 8"S
AutoCAD SHX Text
12"SS
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8"SS
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4"SS
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4"SS
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6"SS
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CONC
AutoCAD SHX Text
MH.55
AutoCAD SHX Text
MH.51
AutoCAD SHX Text
MH.56
AutoCAD SHX Text
MH.50
AutoCAD SHX Text
MH.52
AutoCAD SHX Text
MH.54
AutoCAD SHX Text 44" C.S.P.
AutoCAD SHX Text 48" C.S.P.
AutoCAD SHX Text 44" C.S.P.
AutoCAD SHX Text 15" C.S.P.
AutoCAD SHX Text 60" C.S.P.
AutoCAD SHX Text 12" C.S.P.
AutoCAD SHX Text 12" C.S.P.
AutoCAD SHX Text
CO
AutoCAD SHX Text
CO
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Copyright 2025. BMJ Engineers & Surveyors Inc. All rights reserved.
AutoCAD SHX Text Z:\(1)Projects\2510-24\dwg\2510.24 Base_Central1.dwg, 3/4/2026 1:02 PM, MDAMROW, 3/4/2026 1:02 PM, MDAMROW3/4/2026 1:02 PM, MDAMROW, MDAMROWMDAMROW http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ AutoCAD SHX Text
PAVT MRKG, WATERBORNE, 6 INCH, WHITE, MODIFIED (78 FT)
AutoCAD SHX Text
CURB RAMP, CONC, 6 INCH (180 SFT) DETECTABLE WARNING SURFACE (6 FT)
AutoCAD SHX Text
CURB RAMP, CONC, 6 INCH (298 SFT) DETECTABLE WARNING SURFACE (6 FT)
AutoCAD SHX Text
CURB RAMP, CONC, 6 INCH (177 SFT) DETECTABLE WARNING SURFACE (6 FT)
AutoCAD SHX Text
CURB RAMP, CONC, 6 INCH (100 SFT) DETECTABLE WARNING SURFACE (6 FT)
AutoCAD SHX Text
PAVT MRKG, WATERBORNE, 6 INCH, WHITE, MODIFIED (60 FT)
AutoCAD SHX Text
CURB RAMP, CONC, 6 INCH (30 SFT) DETECTABLE WARNING SURFACE (6 FT)
AutoCAD SHX Text
CURB RAMP, CONC, 6 INCH (95 SFT) DETECTABLE WARNING SURFACE (6 FT)
AutoCAD SHX Text
PAVT MRKG, WATERBORNE, ADA SYMBOL, BLUE, MODIFIED (5 EA)
AutoCAD SHX Text
PAVT MRKG, WATERBORNE, 4 INCH, BLUE (TYP) (518 FT)
AutoCAD SHX Text
DR STRUCTURE COVER, ADJ, CASE 1 (1 EA)
AutoCAD SHX Text
DR STRUCTURE COVER, ADJ, CASE 1 (1 EA)
AutoCAD SHX Text
DR STRUCTURE COVER, ADJ, CASE 1 (1 EA)
AutoCAD SHX Text
DR STRUCTURE COVER, ADJ, CASE 1 (1 EA)
AutoCAD SHX Text
DR STRUCTURE COVER, ADJ, CASE 1 (1 EA)
AutoCAD SHX Text
DR STRUCTURE COVER, ADJ, CASE 1 (1 EA)
AutoCAD SHX Text
DR STRUCTURE COVER, ADJ, CASE 1 (1 EA)
AutoCAD SHX Text
DR STRUCTURE COVER, ADJ, CASE 1 (1 EA)
AutoCAD SHX Text
DR STRUCTURE COVER, ADJ, CASE 1 (1 EA)
AutoCAD SHX Text
PAVT MRKG, WATERBORNE, 4 INCH, WHITE (TYP) (9,958 FT)
AutoCAD SHX Text
PAVT MRKG, WATERBORNE, THRU ARROW SYMB, WHITE (34 EA)
AutoCAD SHX Text CONTRACTOR TO PLACE TOP SOIL, SEED, MULCH, AND FERTILIZER ALONG EDGE OF PAVEMENT TO MATCH EXISTING ADJACENT GRADE AT A MAXIMUM SLOPE OF 1:5 (TYPICAL).
AutoCAD SHX Text
HMA, 4 EL (1,600 TON)
AutoCAD SHX Text
10'WX20'L STALL (TYP)
AutoCAD SHX Text 30'
AutoCAD SHX Text 6'
AutoCAD SHX Text 10'
AutoCAD SHX Text 40'
AutoCAD SHX Text 24.4'
AutoCAD SHX Text 5.4'
AutoCAD SHX Text 21.2'
AutoCAD SHX Text 44.8'
AutoCAD SHX Text 15.6'
AutoCAD SHX Text 65.4'
AutoCAD SHX Text 25'
AutoCAD SHX Text 25'
AutoCAD SHX Text 25'
AutoCAD SHX Text 25'
AutoCAD SHX Text 40'
AutoCAD SHX Text 20'
AutoCAD SHX Text 15'
AutoCAD SHX Text 6'
AutoCAD SHX Text 7.9'
AutoCAD SHX Text 61'
AutoCAD SHX Text 5.7'
AutoCAD SHX Text 22.3'
AutoCAD SHX Text 34.4'
AutoCAD SHX Text 47.9'
AutoCAD SHX Text 8'
AutoCAD SHX Text 23.2'
AutoCAD SHX Text 30.6'
AutoCAD SHX Text 47.9'
AutoCAD SHX Text 6.8'
AutoCAD SHX Text 18.7'
AutoCAD SHX Text 10'
AutoCAD SHX Text 10'
AutoCAD SHX Text 10'
AutoCAD SHX Text 10'
AutoCAD SHX Text 25'
AutoCAD SHX Text 72.9'
AutoCAD SHX Text 6.6'
AutoCAD SHX Text 37.6'
AutoCAD SHX Text
20' (TYP)
AutoCAD SHX Text
10' (TYP)
AutoCAD SHX Text 200'
AutoCAD SHX Text 10'
AutoCAD SHX Text 230'
AutoCAD SHX Text
PAVEMENT SECTION II
AutoCAD SHX Text
PAVEMENT SECTION I
AutoCAD SHX Text
BM 1
AutoCAD SHX Text NOTES: VERTICAL DATUM: NAVD 88 HORIZONTAL DATUM: MICHIGAN STATE PLANE SOUTH ZONE 2113 BM #1 ELEVATION: 612.71 DESCRIPTION: ATOP LAG SCREW IN WEST FACE 10" CHERRY TREE, EAST OF BACK OF CURB OF EAST EDGE OF PARKING LOT AND NORTH OF SOUTH ENTRANCE.
AutoCAD SHX Text 10'
PAVT MRKG, WATERBORNE, 4 INCH, WHITE (TYP)
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2510.24
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1" = 20' 10.20.25
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AutoCAD SHX Text 6"W
AutoCAD SHX Text 6"W
AutoCAD SHX Text 2"G
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
MH. R-1 RIM 602.89 6" N 599.79 6" SW 598.79
AutoCAD SHX Text
1112 20TH ST. ROOSEVELT ELEMENTARY
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
75'-6" DIA. HDPE AT 1.00%
AutoCAD SHX Text
30'-6" DIA. HDPE AT 1.00%
AutoCAD SHX Text
IE. 6"NSW 600.15
AutoCAD SHX Text
IE. 6"W 600.94
AutoCAD SHX Text
IE. 6"W 600.59
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
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CONC
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CONC
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CONC
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CONC
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CONC
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CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
19TH STREET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"W
AutoCAD SHX Text 6"W
AutoCAD SHX Text 2"G
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
MH. R-1 RIM 602.89 6" N 599.79 6" SW 598.79
AutoCAD SHX Text
1112 20TH ST. ROOSEVELT ELEMENTARY
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
BENCH
AutoCAD SHX Text
75'-6" DIA. HDPE AT 1.00%
AutoCAD SHX Text
30'-6" DIA. HDPE AT 1.00%
AutoCAD SHX Text
IE. 6"NSW 600.15
AutoCAD SHX Text
IE. 6"N 599.90
AutoCAD SHX Text
IE. 6"NSE 600.19
AutoCAD SHX Text
IE. 6"W 600.94
AutoCAD SHX Text
IE. 6"W 600.59
AutoCAD SHX Text
IE. 6"NSE 600.29
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
ASPH
AutoCAD SHX Text
19TH STREET
AutoCAD SHX Text 12.1'
AutoCAD SHX Text 36'
AutoCAD SHX Text
IE. 6"SW 601.02
AutoCAD SHX Text
27'-6" DIA. HDPE AT 0.30%
AutoCAD SHX Text
25'-6" DIA. HDPE AT 0.30%
AutoCAD SHX Text
IE. 6"NE 601.09
AutoCAD SHX Text
105'-0" DIA. HDPE AT 0.30%
AutoCAD SHX Text
IE. 6"W 601.41
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
CONC
AutoCAD SHX Text
MH. R-1 RIM 602.89 6" N 599.79 6" SW 598.79
AutoCAD SHX Text
1112 20TH ST. ROOSEVELT ELEMENTARY
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
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CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
CONC
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CONC
AutoCAD SHX Text
CONC
AutoCAD SHX Text
ASPH
AutoCAD SHX Text
19TH STREET
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text Copyright 2025. BMJ Engineers & Surveyors Inc. All rights reserved.
AutoCAD SHX Text Z:\(1)Projects\2510-24\dwg\2510.24 Base_Roosevelt.dwg, 3/4/2026 1:03 PM, MDAMROW, 3/4/2026 1:03 PM, MDAMROW3/4/2026 1:03 PM, MDAMROW, MDAMROWMDAMROW http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ http://bmjinc.com/ AutoCAD SHX Text
EXCAVATE AREA FOR FULL DEPTH HMA PAVEMENT (TYP. WHERE SHOWN)
AutoCAD SHX Text NOTES: VERTICAL DATUM: NAVD 88 HORIZONTAL DATUM: MICHIGAN STATE PLANE SOUTH ZONE 2113 BASIS OF BEARINGS: MICHIGAN STATE PLANE SOUTH ZONE 2113 INTERNATIONAL FEET BM #1 ELEVATION: 603.78 NAVD 88 DESCRIPTION: ARROW ON HYDRANT AT SOUTH EAST QUADRANT OF 19TH STREET AND WALL STREET. BM #2 ELEVATION: 602.08 NAVD 88 DESCRIPTION: SET LAG SCREW IN SOUTH WEST FACE OF LIGHT POLE AT NORTH EAST QUADRANT OF 19TH STREET AND PINE STREET.
AutoCAD SHX Text
EXCAVATE AREA FOR CONCRETE SIDEWALK
AutoCAD SHX Text
SIDEWALK, REM (22 SYD) (TYP. WHERE SHOWN)
AutoCAD SHX Text
PAVT. FOR BUTT JOINT, REM (9 SYD)
AutoCAD SHX Text
PAVT., REM (837 SYD)
AutoCAD SHX Text 12'
AutoCAD SHX Text 6'
AutoCAD SHX Text
FENCE, REM, SALV. (WEST & SOUTH SIDES)
AutoCAD SHX Text
PROTECT FENCE (NORTH SIDE)
AutoCAD SHX Text
EROSION CONTROL, SILT FENCE (125 LF)
AutoCAD SHX Text
PAVEMENT CORE (TYP)
AutoCAD SHX Text
EXISTING GATE
AutoCAD SHX Text
SAW CUT JOINT
AutoCAD SHX Text
PAVT MRKG, WATERBORNE, THRU DIRECTION ARROW SYMB, WHITE (2 EA)
AutoCAD SHX Text
SIDEWALK, CONC., 4 INCH (232 SFT)
AutoCAD SHX Text
PAVT MRKG, WATERBORNE 4 INCH, BLUE (148 FT)
AutoCAD SHX Text
PAVT MRKG, WATERBORNE ADA SYMBOL, BLUE (2 EA)
AutoCAD SHX Text
PAVT MRKG, WATERBORNE, 4 INCH, WHITE (420 FT)
AutoCAD SHX Text DRIVEWAY, REINF. CONC., 8 INCH (51 SYD) AGGREGATE BASE, 4 INCH, MODIFIED (51 SYD) GEOTEXTILE SEPARATOR (51 SYD)
AutoCAD SHX Text HMA 4EL (220 TON) AGGREGATE BASE, 8 INCH, MODIFIED (804 SYD) GEOTEXTILE SEPARATOR (804 SYD) (SEE ROOSEVELT PAVEMENT SECTION III)
AutoCAD SHX Text 20'
AutoCAD SHX Text 25'
AutoCAD SHX Text 20'
AutoCAD SHX Text 8'
AutoCAD SHX Text 8'
AutoCAD SHX Text 8'
AutoCAD SHX Text 9'
AutoCAD SHX Text 9'
AutoCAD SHX Text 9'
AutoCAD SHX Text 9'
AutoCAD SHX Text 9'
AutoCAD SHX Text 9'
AutoCAD SHX Text 9'
AutoCAD SHX Text 9'
AutoCAD SHX Text 9.5'
AutoCAD SHX Text 9.5'
AutoCAD SHX Text 9.5'
AutoCAD SHX Text 9.5'
AutoCAD SHX Text 9.5'
AutoCAD SHX Text 9.5'
AutoCAD SHX Text 9.5'
AutoCAD SHX Text 9.5'
AutoCAD SHX Text 9.5'
AutoCAD SHX Text 9.5'
AutoCAD SHX Text 107.5'
AutoCAD SHX Text
REINSTALL FENCE (WEST & SOUTH SIDE)
AutoCAD SHX Text 19'
AutoCAD SHX Text 5'
AutoCAD SHX Text 12'
AutoCAD SHX Text 6'
AutoCAD SHX Text 7.4'
AutoCAD SHX Text 14.7'
AutoCAD SHX Text 8'
AutoCAD SHX Text 8.5'
AutoCAD SHX Text
HMA BUTT JOINT
AutoCAD SHX Text 7.3'
AutoCAD SHX Text
UNDERDRAIN, SUBBASE 6 INCH (157 FT)
AutoCAD SHX Text
SIGN, TYPE III, ERECT, SALV. (1 EA)
AutoCAD SHX Text
REINSTALL SIGN
AutoCAD SHX Text
EXISTING 6" UNDERDRAIN (TYP)
AutoCAD SHX Text 1" = 20'-0"
AutoCAD SHX Text 1" = 20'-0"
AutoCAD SHX Text 1" = 20'-0"
AutoCAD SHX Text
LOCATE & CONNECT TO EXISTING 6" UNDERDRAIN
AutoCAD SHX Text
PAVEMENT SECTION III
AutoCAD SHX Text
PLASTIC DRUM, FLORESCENT (6 EA)
AutoCAD SHX Text
1. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL FOR WORK ON 19TH…
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