B163-05247 Baraga Schools Parking Improvements DRAWINGS 2025.07.22.pdf

PDF 8 MB Posted Aug 13, 2025

Attached to: Parking Lot Improvement
Solicitation number: RFP-BARA-250000002934-1
Issued by: Baraga County, Michigan

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Written by GovTribe AI · Aug 14, 2025

These are engineering design documents for the Baraga Area Schools Parking Lot Improvements project located in Baraga County, Michigan, prepared by U.P. Engineers & Architects, Inc. The project involves comprehensive parking lot reconstruction and improvements for the Baraga Area Schools, with detailed plans spanning multiple sheets covering site planning, utility coordination, grading, storm sewer management, electrical infrastructure, and ADA accessibility. The project is scheduled for permitting on 5-9-2025, with a bid set release on 7-22-2025, and includes detailed technical specifications for demolition, site preparation, concrete and asphalt work, drainage systems, electrical installations, and accessibility features.

The design documents provide extensive technical details including proposed site layouts, existing and demolition plans, utility and storm sewer plans, electrical site plans, and specific construction details for elements like curbing, storm drainage, light pole installations, and ADA ramp configurations. The project scope appears to involve significant site reconfiguration, including new parking areas, improved drainage systems, electrical infrastructure upgrades, and ensuring compliance with accessibility standards. The comprehensive set of drawings indicates a thorough engineering approach to redesigning the school's parking and surrounding infrastructure, with careful attention to technical specifications, grading, drainage, and functional design requirements.

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B163-05247 Baraga Schools Parking Lot Replacement SPECS 2025.07.24.pdf	PDF	Aug 13, 2025

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SITE PLAN LEGEND

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PROPOSEDEXISTING

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LIST OF ABBREVIATIONS

STANDARD PLANS

ALL NOTES ON THIS SHEET ARE TO BE INCORPORATED,

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GENERAL UTILITY NOTES

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GRADING NOTES

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SOIL BORING

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SANITARY MANHOLE

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CATCH BASIN

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UTILITY POLE

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LIGHT POLE

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SINGLE POLE SIGN

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TELEPHONE PEDESTAL

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TREE (CONIFER)

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TREE (DECIDUOUS)

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WATER CURB STOP / SHUT OFF

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DOUBLE HEAD LIGHT POLE

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FOUND SURVEY MONUMENT

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CONTROL POINT

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BENCHMARK

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FLAG POLE

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GUY WIRE OR GUY POLE

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MARSH / LOWLAND AREA

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GAS MARKER

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GAS VALVE

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WATER VALVE

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HYDRANT

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WATER WELL

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REMOVAL HMA

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REMOVAL CONCRETE

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EXISTING CONCRETE

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STORM MANHOLE

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MONITORING WELL

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HAND HOLE

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PARKING METER

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BUSH

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ADJUST

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BOLLARD / POST

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PAVEMENT SAWCUT (REMOVAL)

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EXISTING DOCK/DECK

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PROPOSED DOCK/DECK

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PROPOSED LAYOUT POINT

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PROPOSED GRADE

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OH ELECTRIC LINE

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GAS LINE

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WATER LINE

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UG TELEPHONE LINE

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UG ELECTRIC LINE

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SANITARY SEWER

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STORM SEWER

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PROPERTY BOUNDARY

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TREE LINE

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EDGE OF GRAVEL

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FENCE

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RETAINING WALL

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HANDRAIL

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SANITARY FORCEMAIN SEWER

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EASEMENT LINE

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ROAD RIGHT-OF-WAY

AutoCAD SHX Text AGG - AGGREGATE - AGGREGATE APPROX - APPROXIMATE - APPROXIMATE BIT - BITUMINOUS ASPHALT - BITUMINOUS ASPHALT C/L - CENTERLINE - CENTERLINE C.O. - CLEAN OUT CONC - CONCRETE - CONCRETE CP - CONTROL POINT - CONTROL POINT DIA - DIAMETER - DIAMETER E - EAST - EAST ELEV or EL - ELEVATION or EL - ELEVATION - ELEVATION EX or EXIST - EXISTING - EXISTING GAS SVC - GAS SERVICE - GAS SERVICE HORIZ - HORIZONTAL - HORIZONTAL HMA - HOT MIX ASPHALT - HOT MIX ASPHALT HYD - HYDRANT - HYDRANT INV - INVERT - INVERT LF - LINEAL FEET - LINEAL FEET LOC - LOCATION - LOCATION MH - MANHOLE - MANHOLE MIN - MINIMUM - MINIMUM N - NORTH - NORTH OH - OVERHEAD - OVERHEAD PT - POINT- POINT

AutoCAD SHX Text P.O.B. - POINT OF BEGINNING - POINT OF BEGINNING P.O.E. - POINT OF ENDING - POINT OF ENDING PROP - PROPOSED - PROPOSED RR - RAILROAD - RAILROAD REF - REFERENCE - REFERENCE R&R - REMOVE & REPLACE - REMOVE & REPLACE RCP - REINFORCED CONCRETE PIPE - REINFORCED CONCRETE PIPE R.O.W. or R/W - RIGHT-OF-WAY - RIGHT-OF-WAY SAN - SANITARY - SANITARY SVC - SERVICE - SERVICE SWK - SIDEWALK - SIDEWALK SB - SOIL BORING - SOIL BORING S - SOUTH - SOUTH STA - STATION - STATION STM or ST - STORM - STORM TYP - TYPICAL - TYPICAL UG - UNDERGROUND - UNDERGROUND UGT - UNDERGROUND TELEPHONE - UNDERGROUND TELEPHONE VERT - VERTICAL - VERTICAL WM - WATER MAIN - WATER MAIN W SVC - WATER SERVICE - WATER SERVICE W - WEST - WEST W/ - WITH- WITH

AutoCAD SHX Text THE STATIONING SHOWN ON THESE PLANS IS BELIEVED TO BE CORRECT. IT SHALL, HOWEVER, BE CHECKED AT THE TIME OF STARTING CONSTRUCTION, AND IF THE STATIONING SHOWN ON THE PLANS IS INCORRECT. IT SHALL BE REPORTED TO THE ENGINEER. ALL EXPOSED CONCRETE CORNERS SHOWN SQUARE ON THE PLANS SHALL BE BEVELED WITH 1/2" TRIANGLE MOLDINGS EXCEPT OTHERWISE NOTED. PAVEMENT MARKINGS AND TRAFFIC CONTROL SHALL BE DONE IN ACCORDANCE WITH THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD), LATEST EDITION. CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND THE UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO THE PROJECT. WHERE THE FOLLOWING ITEMS ARE CALLED FOR ON THE PLANS, THEY ARE TO BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS OR SPECIAL DETAILS GIVEN OPPOSITE EACH ITEM UNLESS OTHERWISE INDICATED. R-1-G DRAINAGE STRUCTURES DRAINAGE STRUCTURES R-7-F COVER B COVER B R-8-D COVER C COVER C R-9-D COVER D COVER D R-10-D COVER E COVER E R-11-E MONUMENT BOXES MONUMENT BOXES R-15-G COVER K COVER K R-18-F COVER Q COVER Q R-28-J CURB RAMP AND DETECTABLE WARNING DETAILS CURB RAMP AND DETECTABLE WARNING DETAILS R-29-I DRIVEWAY OPENINGS AND APPROACHES AND CONCRETE SIDEWALK DRIVEWAY OPENINGS AND APPROACHES AND CONCRETE SIDEWALK R-30-G CONCRETE CURB AND CONCRETE CURB AND GUTTER CONCRETE CURB AND CONCRETE CURB AND GUTTER R-35-E CONCRETE SHOULDER GUTTER AND SPILLWAY CONCRETE SHOULDER GUTTER AND SPILLWAY *R-53-A TEMPORARY CONCRETE BARRIER LIMITED DEFLECTION TEMPORARY CONCRETE BARRIER LIMITED DEFLECTION *R-80-F GRANULAR BLANKET, UNDERDRAINS, OUTLET ENDINGS FOR UNDERDRAINS AND SEWER GRANULAR BLANKET, UNDERDRAINS, OUTLET ENDINGS FOR UNDERDRAINS AND SEWER BULKHEADS R-82-D BEDDING AND FILLING AROUND PIPE CULVERTS BEDDING AND FILLING AROUND PIPE CULVERTS R-83-C UTILITY TRENCHES UTILITY TRENCHES R-96-E SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SOIL EROSION AND SEDIMENTATION CONTROL MEASURES *R-100-I SEEDING AND TREE PLANTING SEEDING AND TREE PLANTING R-105-D GRADING CROSS-SECTIONS GRADING CROSS-SECTIONS -127-G DELINEATOR INSTALLATIONS DELINEATOR INSTALLATIONS

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1. ALL MATERIALS AND WORKMANSHIP REFERENCED TO MDOT SPECIFICATIONS SHALL BE IN ALL MATERIALS AND WORKMANSHIP REFERENCED TO MDOT SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION - CURRENT STANDARD SPECIFICATIONS FOR CONSTRUCTION, UNLESS OTHERWISE INDICATED.. 2. TRAFFIC ON ALL STREETS SHALL BE MAINTAINED IN ACCORDANCE WITH THE MICHIGAN MANUAL OF TRAFFIC ON ALL STREETS SHALL BE MAINTAINED IN ACCORDANCE WITH THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE ENGINEER FOR APPROVAL, 10 DAYS PRIOR TO BEGINNING WORK. ALL SIGNS, BARRICADES, WARNING LIGHTS AND OTHER DEVICES SHALL BE IN ACCORDANCE WITH THE MMUTCD. SIGNING FOR STREET CLOSURES SHALL BE IN ACCORDANCE WITH THE MMUTCD. ANY STOP/TRAFFIC SIGNS REMOVED FOR CONSTRUCTION SHALL BE TEMPORARILY PLACED UNTIL RESTORATION IS COMPLETE. ALL TRAFFIC CONTROL MEASURES SHALL BE BY THE CONTRACTOR AND INCLUDED IN THE COST OF THE PAY ITEM "TRAFFIC CONTROL". 3. THE LOCATION, SIZE AND ELEVATION OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED THE LOCATION, SIZE AND ELEVATION OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED THROUGH FIELD OBSERVATIONS OR FROM EXISTING PLANS. THIS INFORMATION IS NOT GUARANTEED AND THE CONTRACTOR MUST DETERMINE FOR THEMSELVES THE ACCURATE LOCATION OF ALL UTILITIES, PRIOR TO CONSTRUCTION, INCLUDING BUT NOT LIMITED TO WATER, SANITARY & STORM SEWER, GAS, ELECTRIC, TELEPHONE AND CABLE TV. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING DEPTHS OF EXISTING UTILITIES ALONG EACH SECTION OF THE PROPOSED IMPROVEMENTS, PRIOR TO THE INSTALLATION OF EACH PIPE RUN OR IMPROVEMENT AREA. THE CONTRACTOR SHALL MAKE ALLOWANCES FOR WORKING AROUND AND/OR REPAIRING ALL SUCH UTILITIES. 4. CONTRACTOR SHALL COORDINATE WORK OF THIS CONTRACT WITH OTHER UTILITY COMPANIES' UTILITY CONTRACTOR SHALL COORDINATE WORK OF THIS CONTRACT WITH OTHER UTILITY COMPANIES' UTILITY LOCATIONS. ANY UTILITY RELOCATIONS REQUIRED FOR CONSTRUCTION OF THIS PROJECT SHALL BE INCIDENTAL TO THE COST OF THE PROJECT. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY TO BRACE UTILITY POLES AS NECESSARY TO INSTALL THE PROPOSED UTILITIES. THE COST TO BRACE SUCH POLES SHALL BE INCIDENTAL TO THE COST OF THE PROJECT. 5. ALL SURVEYING MONUMENTS AND PROPERTY CORNERS DISTURBED DURING CONSTRUCTION SHALL BE ALL SURVEYING MONUMENTS AND PROPERTY CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, INCIDENTAL TO THE PRICE OF THE CONSTRUCTION. 6. THE CONDITIONS OF ALL PERMITS (MDOT, SESC, ETC.) SHALL BE STRICTLY ADHERED TO. THE THE CONDITIONS OF ALL PERMITS (MDOT, SESC, ETC.) SHALL BE STRICTLY ADHERED TO. THE CONTRACTOR SHALL FULLY INFORM THEMSELVES OF ALL PERMIT REQUIREMENTS PRIOR TO BIDDING AND CONSTRUCTING THE WORK. 7. ANY INFORMATION PROVIDED ON THE PLANS REGARDING SUB-SURFACE SOIL CONDITIONS ARE ANY INFORMATION PROVIDED ON THE PLANS REGARDING SUB-SURFACE SOIL CONDITIONS ARE PROVIDED FOR THE GENERAL INFORMATION OF THE BIDDING CONTRACTOR AND ARE NOT INTENDED TO MAKE REPRESENTATION OF THE TYPE OR ELEVATION OF ANY SUBSURFACE CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE TO VISIT THE SITE AND BASE THEIR BID ON THEIR OWN PERSONAL OBSERVATIONS AND/OR INVESTIGATIONS. 8. ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION BY THE CONTRACTOR AS INCLUDED IN THE OVERALL WORK. RESTORATION WILL ONLY BE PAID FOR WITHIN THE LIMITS AS SHOWN ON THESE PLANS AND PLAN DETAILS. AREAS DISTURBED BY THE CONTRACTOR OUTSIDE OF THE PAY LIMITS SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER. ANY RESTORATION REQUIRED AT ANY LOCATION OUTSIDE THE LIMITS OF THE WORK AS SHOWN ON THE PLANS, THROUGHOUT THE ENTIRE PROJECT, WILL BE AT THE EXPENSE OF THE CONTRACTOR. 9. THE LIMITS OF ASPHALT RESTORATION/REPLACEMENT ARE SHOWN ON THE PLANS. ANY AREAS THE LIMITS OF ASPHALT RESTORATION/REPLACEMENT ARE SHOWN ON THE PLANS. ANY AREAS DISTURBED OUTSIDE OF THESE LIMITS SHOWN, WHICH REQUIRE REPLACEMENT DUE TO CONSTRUCTION OPERATIONS, SHALL BE AT THE EXPENSE OF THE CONTRACTOR. ALL ASPHALT AND BASE REPLACEMENT SHALL BE PERFORMED ACCORDING TO THE SPECIFICATIONS. 10. DRIVEWAYS, SIDEWALKS, CURB, CURB & GUTTER, ETC. SHALL BE REMOVED AND REPLACED WITHIN DRIVEWAYS, SIDEWALKS, CURB, CURB & GUTTER, ETC. SHALL BE REMOVED AND REPLACED WITHIN THE LIMITS OF THE CONSTRUCTION, WHERE INDICATED ON THE PLANS. ALL REPLACEMENT SHALL BE AS DETAILED AND DESCRIBED ON THESE PLANS AND IN THE SPECIFICATIONS.. 11. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF ALL TREES, STUMPS, BRUSH, ROOTS, CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF ALL TREES, STUMPS, BRUSH, ROOTS, VEGETATION, PAVEMENT AND OTHER SURFACES, AS SPECIFIED AND REQUIRED, TO INSTALL THE PROPOSED WORK ITEMS. THESE REMOVAL ITEMS SHALL BE INCLUDED IN THE COST OF CONSTRUCTION UNLESS SPECIFIC PAY ITEMS ARE IDENTIFIED. CONTRACTOR SHALL COORDINATE WITH LOCAL MUNICIPALITY FOR A DISPOSAL LOCATION OF EXCESS FILL DIRT AND OTHER NON-SALVAGEABLE MATERIALS. 12. EXISTING FLOWLINES SHALL BE MAINTAINED ACROSS DRIVEWAYS AND AREAS WHERE WATER IS EXISTING FLOWLINES SHALL BE MAINTAINED ACROSS DRIVEWAYS AND AREAS WHERE WATER IS DIRECTED TO OTHER DRAINAGE FLOWLINES, CHANNELS OR STRUCTURES. FLOWLINES SHALL BE RE-ESTABLISHED BY SWALING PROPOSED PAVEMENT OR OTHER SURFACES, OR INSTALLING CONCRETE CURB OR CONCRETE CURB & GUTTER, WHERE EXISTING ITEMS WERE REMOVED OR WHERE INDICATED ON THE PLANS OR REQUIRED BY THE ENGINEER OR OWNER. 13. THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, AND THE CURRENT MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 14. IN THE CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS, PLANS, AND IN THE CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS, PLANS, AND SPECIFICATIONS, THE STRICTEST PROVISION SHALL GOVERN. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL NECESSARY PERMIT COSTS AND FEES THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL NECESSARY PERMIT COSTS AND FEES AS SPECIFIED HEREIN AND IN THE SPECIFICATIONS. 16. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH ALL THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, HOURS OF OPERATION FOR CONSTRUCTION ACTIVITY, VIBRATIONS, OR ANY OTHER RESTRICTIONS. NO ADDITIONAL COMPENSATION WILL BE DUE TO THE CONTRACTOR FOR ANY WINTER PROTECTION MEASURES THAT MAY BE REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS. 17. COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES OR DELAYS DUE TO THE OPERATIONS OF SUCH OTHER PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS OR IN THE PROPOSAL. 18. THE EXISTING UTILITIES SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS THE EXISTING UTILITIES SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED FROM THE UTILITY OWNERS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO ITS ACCURACY AND THE LOCATION OF EXISTING UTILITIES. 19. ALL QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ONLY, ALL QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 20. REPAIR ANY DAMAGE TO THE SURROUNDING STRUCTURES OR STREETS AND SIDEWALKS CAUSED BY REPAIR ANY DAMAGE TO THE SURROUNDING STRUCTURES OR STREETS AND SIDEWALKS CAUSED BY CONTRACTOR OPERATIONS AT NO ADDITIONAL COST TO THE OWNER. REFER TO THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 104.07.C IN ADDITION TO THE SPECIFICATIONS FOR THIS CONTRACT. 1. MATERIALS FOR THIS PROJECT AS SPECIFIED PER DETAILS, SHEET C501. MATERIALS FOR THIS PROJECT AS SPECIFIED PER DETAILS, SHEET C501. 2. COMPACTION SHALL BE PER THE MODIFIED PROCTOR METHOD. COMPACTION SHALL BE PER THE MODIFIED PROCTOR METHOD. 3. COMPACT NATIVE SOILS UNDER FOOTINGS/SLABS TO 95% OF MAXIMUM DENSITY. COMPACT NATIVE SOILS UNDER FOOTINGS/SLABS TO 95% OF MAXIMUM DENSITY. 4. STRUCTURAL FILL UNDER SLABS/FOOTING SHALL BE PLACED IN 8" MAXIMUM LIFTS AND STRUCTURAL FILL UNDER SLABS/FOOTING SHALL BE PLACED IN 8" MAXIMUM LIFTS AND COMPACTED TO 95% MAXIMUM DENSITY. 5. CONTRACTOR SHALL USE MDOT CLASS II SOILS UNDER CONCRETE STRUCTURES.CONTRACTOR SHALL USE MDOT CLASS II SOILS UNDER CONCRETE STRUCTURES.

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1. SEE ELECTRICAL, MECHANICAL, AND PLUMBING PLANS FOR EXACT CONNECTIONS TO PROPOSED BUILDING SEE ELECTRICAL, MECHANICAL, AND PLUMBING PLANS FOR EXACT CONNECTIONS TO PROPOSED BUILDING UTILITIES. 2. EXISTING UTILITIES SHOWN HEREIN THIS PLAN SET ARE FOR REPRESENTATION PURPOSES ONLY, CONTRACTOR TO EXISTING UTILITIES SHOWN HEREIN THIS PLAN SET ARE FOR REPRESENTATION PURPOSES ONLY, CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY OWNER AND ENGINEER OF ANY MAJOR DISCREPANCIES FOUND DURING VERIFICATION. 3. DAMAGE TO EXISTING UTILITIES OUTSIDE THE SCOPE OF THAT SHOWN HERE IN THIS PLAN SET ARE THE DAMAGE TO EXISTING UTILITIES OUTSIDE THE SCOPE OF THAT SHOWN HERE IN THIS PLAN SET ARE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIR OF SUCH SHALL NOT ADD ADDITIONAL COST TO THE CONTRACT. 4. CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK WITH THE UTILITY COMPANIES' WORK AT NO ADDITIONAL CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK WITH THE UTILITY COMPANIES' WORK AT NO ADDITIONAL COST TO THE PROJECT. 5. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, THE CONTRACTOR FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, THE CONTRACTOR SHALL DIAL 811 A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. 6. COSTS AND FEES CHARGED BY UTILITY COMPANIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO COSTS AND FEES CHARGED BY UTILITY COMPANIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE MADE A PART OF THE LUMP SUM CONTRACT.. 7. UTILITY DISINFECTION AND OTHER TESTING AS REQUIRED BY GOVERNING CODE REQUIREMENTS IS THE UTILITY DISINFECTION AND OTHER TESTING AS REQUIRED BY GOVERNING CODE REQUIREMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR. 8. UTILITY MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH EACH UTILITY PROVIDERS UTILITY MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH EACH UTILITY PROVIDERS STANDARD REQUIREMENTS. 9. IF NOT OTHERWISE STATED IN THE DRAWING OR SPECIFICATIONS, ALL UTILITIES SHALL BE INSTALLED PER IF NOT OTHERWISE STATED IN THE DRAWING OR SPECIFICATIONS, ALL UTILITIES SHALL BE INSTALLED PER CURRENT MDOT STANDARD DETAILS AND SPECIFICATIONS OR THAT OF THE STANDARD MUNICIPALITY SPECIFICATIONS. 10. INSTALLATION ROUTING AND LOCATIONS OF MINOR UTILITIES SUCH AS COMMUNICATIONS LINES, ETC. SHALL BE INSTALLATION ROUTING AND LOCATIONS OF MINOR UTILITIES SUCH AS COMMUNICATIONS LINES, ETC. SHALL BE COORDINATED INDIVIDUALLY BY THE CONTRACTOR. BE SURE TO CONSIDER THE NEEDS OF THE SECURITY CONTRACTOR, IF ANY. ALSO REFER TO E100 SHEET. 11. CASTINGS AND COVERS ARE CALLED OUT PER MDOT STANDARD COVER DEAILS R-7-F THRU R-24-F. CASTINGS AND COVERS ARE CALLED OUT PER MDOT STANDARD COVER DEAILS R-7-F THRU R-24-F. 12. COORDINATE LOCATIONS CAN BE ADJUSTED IF NEEDED TO ENSURE CURBING FIT AND PIPING LOCATIONS ARE OK. COORDINATE LOCATIONS CAN BE ADJUSTED IF NEEDED TO ENSURE CURBING FIT AND PIPING LOCATIONS ARE OK. 13. LOCATIONS OF ALL UTILITIES AND REQUIRED SPACING SHALL BE COORDINATED WITH THE E100 SHEET. LOCATIONS OF ALL UTILITIES AND REQUIRED SPACING SHALL BE COORDINATED WITH THE E100 SHEET. 14. ALL OUTLEST FOR STORM SEWER PIPING SHALL INCLUDE 2 SQYDS. OF RIPRAP, MDOT PLAIN. ALL OUTLEST FOR STORM SEWER PIPING SHALL INCLUDE 2 SQYDS. OF RIPRAP, MDOT PLAIN. 1. CONTRACTOR RESPONSIBLE TO SEED, MULCH, & FERTILIZE ALL DISTURBED AREAS OUTSIDE PAVING LIMITS. UTILIZE CONTRACTOR RESPONSIBLE TO SEED, MULCH, & FERTILIZE ALL DISTURBED AREAS OUTSIDE PAVING LIMITS. UTILIZE THE MDOT SEED MIX AS DIRECTED BY THE SPECIFICATIONS BASED ON CURRENT CONDITIONS. 2. PAVEMENT MARKING TO BE DONE IN ACCORDANCE WITH CURRENT MDOT STANDARD SPECIFICATIONS FOR PAVEMENT MARKING TO BE DONE IN ACCORDANCE WITH CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR RESPONSIBLE TO PROVIDE HANDICAP MARKINGS, PARKING STRIPING, TRAFFIC ARROWS AND EXIT ONLY TEXT. ALL DIRVE EXITS AND ENTRANCES WILL INCLUDE A STOP SIGN, 12" STOP BAR, LANE STRIPING, AND IN AND OUT ARROW MARKINGS. ALL PAVEMENT MARKINGS TO CONFORM TO MDOT PAY ITEM PAVEMENT MARKING, WATERBORNE, 4 INCH, WHITE. PAVEMENT MARKING SHALL BE INCLUDED IN THE CONTRACT AND SHALL NOT BE PAID FOR SEPARATELY. 3. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS OF PROPOSED BUILDINGS. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS OF PROPOSED BUILDINGS. 4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING/LAYOUT. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING/LAYOUT. 5. EXTERIOR CONCRETE SIDEWALK/FLAT SURFACES SHALL CONFORM TO MIX DESIGN IN SPECIFICATIONS. FLAT EXTERIOR CONCRETE SIDEWALK/FLAT SURFACES SHALL CONFORM TO MIX DESIGN IN SPECIFICATIONS. FLAT TRAFFIC BEARING SURFACES WILL RECEIVE A LIGHT BROOMED FINISH. 6. ALL SITE PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL SITE PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 7. CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO EXECUTION OF THE CONTRACT. CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO EXECUTION OF THE CONTRACT. 8. WHEN EXISTING FENCE IS REMOVED, AREAS REQUIRED TO REMAIN SECURED WILL NEED TEMPORARY WHEN EXISTING FENCE IS REMOVED, AREAS REQUIRED TO REMAIN SECURED WILL NEED TEMPORARY FENCING TO MAINTAIN INTEGRITY OF PERIMETER SECURITY. 9. ALL INFORMATION PROVIDED ON SITE PLANS INCLUDING FEATURES, UTILITIES AND PROPERTY BOUNDARIES ALL INFORMATION PROVIDED ON SITE PLANS INCLUDING FEATURES, UTILITIES AND PROPERTY BOUNDARIES ARE ONLY ESTIMATED BASED ON AERIAL PHOTOS AND UTILITY COMPANY INFORMATION. CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO EXECUTION OF THE CONTRACT. 10. EXIT AND ENTRANCE SIGNS TO BE PURCHASED BY OWNER. CONTRACTOR TO COORDINATE WITH OWNER EXIT AND ENTRANCE SIGNS TO BE PURCHASED BY OWNER. CONTRACTOR TO COORDINATE WITH OWNER AND INSTALL SIGNS.

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1. SUBMIT CONSTRUCTION SEQUENCE & SESC IMPLEMENTATION PLAN FOR APPROVAL PRIOR SUBMIT CONSTRUCTION SEQUENCE & SESC IMPLEMENTATION PLAN FOR APPROVAL PRIOR TO DISTURBING SITE. 2. SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE BE IN ACCORDANCE WITH THE CURRENT MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION, MDOT STANDARD PLAN R-96 SERIES.. ACTUAL DEPLOYMENT METHODS WILL VARY DEPENDING ON SPECIFIC SITE CONDITIONS. . 3. EROSION AND ANY SEDIMENTATION FROM WORK ON THIS PROJECT SHALL BE CONTAINED ON THE EROSION AND ANY SEDIMENTATION FROM WORK ON THIS PROJECT SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF-SITE AREA OR IN WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS. 4. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO MINIMIZE THE THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO MINIMIZE THE AREAS LEFT BARREN DURING CONSTRUCTION AND TO DISTURB ONLY THOSE AREAS ABSOLUTELY REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. 5. EROSION CONTROL ITEMS SHALL BE INSTALLED AND MAINTAINED ON A REGULAR BASIS AS EROSION CONTROL ITEMS SHALL BE INSTALLED AND MAINTAINED ON A REGULAR BASIS AS DIRECTED BY THE ENGINEER AND SHALL BE REMOVED WHEN NO LONGER EFFECTIVE AS DETERMINED BY THE ENGINEER. TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT SOIL CONTROL IS IN PLACE AND STABILIZED. NO SEPARATE PAYMENT SHALL BE ALLOWED FOR EITHER MAINTENANCE OR REMOVAL OF THE EROSION CONTROL ITEMS. 6. THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL EROSION AND THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL EROSION AND SEDIMENTATION CONTROL FOR ALL MATERIALS THAT ARE DISPOSED OF OFF THE PROJECT SITE. 7. IF THE PROJECT OR ANY CONSTRUCTION ACTIVITY IS STOPPED FOR ANY LENGTH OF TIME OTHER IF THE PROJECT OR ANY CONSTRUCTION ACTIVITY IS STOPPED FOR ANY LENGTH OF TIME OTHER THEN THAT ENCOUNTERED IN A NORMAL WORK WEEK, EVERY PRECAUTION SHALL BE TAKEN TO PROTECT THE UNCOMPLETED WORK FROM EROSION, INCLUDING THE PLACEMENT OF RIP RAP, HAY BALES OR OTHER ACCEPTABLE TEMPORARY PRECAUTION. 8. THE CONTRACTOR SHALL INSTALL SILT FENCES AND ROCK FILTERS AS TEMPORARY EROSION AND THE CONTRACTOR SHALL INSTALL SILT FENCES AND ROCK FILTERS AS TEMPORARY EROSION AND SEDIMENTATION CONTROL IN DISTURBED AREAS AS REQUIRED AND AS SHOWN ON THE PLANS. 9. THE CONTRACTOR SHALL SUBMIT PROPOSED SPOIL PILE LOCATIONS TO THE ENGINEER FOR THE CONTRACTOR SHALL SUBMIT PROPOSED SPOIL PILE LOCATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO STOCKPILING MATERIAL ON SITE. 10. SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1, AND SHALL SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1, AND SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL PILES TO RETAIN SOIL UNTIL VEGETATION IS ESTABLISHED. 11. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ANY EXCESS CUT MATERIAL THAT IS NOT USED CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF ANY EXCESS CUT MATERIAL THAT IS NOT USED ON SITE. CONTRACTOR SHALL NOT REMOVE EXCESS CUT MATERIAL UNTIL PROPOSED GRADING IS COMPLETE. 12. THE CONTRACTOR SHALL PROMPTLY REMOVE ALL MUD OR DEBRIS TRACKED ONTO EXISTING PUBLIC THE CONTRACTOR SHALL PROMPTLY REMOVE ALL MUD OR DEBRIS TRACKED ONTO EXISTING PUBLIC ROADS FROM THE SITE DUE TO CONSTRUCTION. 1. CONTRACTOR TO REMOVE ALL ITEMS AS NEEDED TO ALLOW FOR THE INSTALLATION OF ALL THE CONTRACTOR TO REMOVE ALL ITEMS AS NEEDED TO ALLOW FOR THE INSTALLATION OF ALL THE PROPOSED WORK. CONTRACTOR TO MAKE THEMSELVES AWARE BY SITE VISIT OF ALL DEMOLITION ITEMS PRIOR TO THE BID AS THIS IS A LUMP SUM PROJECT. 2. ALL REMOVED MATERIALS FROM THE SITE BECOME THE PROPERTY OF THE CONTRACTOR WITH ALL REMOVED MATERIALS FROM THE SITE BECOME THE PROPERTY OF THE CONTRACTOR WITH EXCEPTION TO THOSE MATERIALS CLAIMED BY THE OWNER OR UTILITY PROVIDER. 3. ALL REMOVALS AND TRANSPORTATION OF THE REMOVED ITEMS SHALL BE DONE IN ACCORDANCE ALL REMOVALS AND TRANSPORTATION OF THE REMOVED ITEMS SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND ALL LOCAL, STATE, AND FEDERAL LAWS. 4. REMOVALS SHALL BE COMPLETED TO DESCRIBED LIMITS AND ARE TO BE INCLUDED IN THE REMOVALS SHALL BE COMPLETED TO DESCRIBED LIMITS AND ARE TO BE INCLUDED IN THE CONTRACT. LIMITS MUST COINCIDE WITH PROPOSED WORK, CONTRACTOR TO COORDINATE AS NEEDED. 5. SAW CUT EXISTING PAVEMENT/SIDEWALK TO FULL DEPTH PRIOR TO REMOVAL. IF A SAWCUT EDGE SAW CUT EXISTING PAVEMENT/SIDEWALK TO FULL DEPTH PRIOR TO REMOVAL. IF A SAWCUT EDGE BECOMES DAMAGED PRIOR TO THE INSTALLATION OF NEW MATERIAL THE EDGE SHALL BE RECUT AS DIRECTED BY THE OWNER AND THE PAVEMENTS REPLACED AT NO COST TO THE ORIGINAL CONTRACT. 6. CONTRACTOR RESPONSIBLE TO RESTORE ANY AND ALL AREAS DISTURBED OR DAMAGED OUTSIDE CONTRACTOR RESPONSIBLE TO RESTORE ANY AND ALL AREAS DISTURBED OR DAMAGED OUTSIDE THE OWNERS PROPERTY AT NO ADDITIONAL COST TO THE PROJECT. 7. ALL UTILITIES THAT SERVICE THE EXISTING SITE/PARKING AREA THAT ARE TO BE ABANDONED OR ALL UTILITIES THAT SERVICE THE EXISTING SITE/PARKING AREA THAT ARE TO BE ABANDONED OR REMOVED SHALL BE DONE AS REQUIRED TO THE SATISFACTION OF THE EACH UTILITY PROVIDER. CONTRACTOR TO COORDINATE. 8. ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE CONTRACTOR'S ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE CONTRACTOR'S STAGING AND/OR WORK OPERATIONS SHALL BE COMPLETED AND AREA RESTORED TO THE SATISFACTION OF THE OWNER WITHOUT ADDITIONAL COMPENSATION. 9. ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED TO THE ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING THE ADDITIONAL WORK. 1. FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE ACROSS THE ENTIRE SITE AWAY FROM FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE ACROSS THE ENTIRE SITE AWAY FROM BUILDINGS. 2. GRADES ADJACENT TO BUILDING FOOTPRINT SHALL BE AT LEAST 4" BELOW F.F.E.; EXCEPT FOR GRADES ADJACENT TO BUILDING FOOTPRINT SHALL BE AT LEAST 4" BELOW F.F.E.; EXCEPT FOR ENTRANCE SIDEWALKS AND PAVEMENTS. 3. SITE CLEARING SHALL INCLUDE SURFACE DEBRIS, HMA, TOPSOIL, DESIGNATED TREES, SHRUBS, SITE CLEARING SHALL INCLUDE SURFACE DEBRIS, HMA, TOPSOIL, DESIGNATED TREES, SHRUBS, GRASSES AND OTHER PLANT LIFE, AND ABANDONED UTILITIES INDICATED ON THE DRAWINGS OR TO THE LIMITS REQUIRED TO PERFORM WORK IN CONTRACT. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WASTE MATERIALS FROM THE SITE. CONTRACTOR SHALL PROTECT ALL SURVEY CONTROL POINTS, BENCH MARKS OR EXISTING STRUCTURES FROM DAMAGE OR DISPLACEMENT. 4. CONTRACTOR TO GRADE THE SITE ACCORDING TO SITE PLAN. IN THE ABSENCE OF A PLAN, CONTRACTOR TO GRADE THE SITE ACCORDING TO SITE PLAN. IN THE ABSENCE OF A PLAN, CONTRACTOR TO GRADE SITE SO NEW GRADES BLEND GENTLY INTO EXISTING GRADES. CONTRACTOR TO SLOPE GRADE AWAY FROM BUILDINGS MINIMUM OF 2 INCHES IN 10 FEET. MAINTAIN OPTIMUM MOISTURE CONTENT OF MATERIALS WHEN GRADING. WHEN EXCAVATING THROUGH ROOTS, PERFORM WORK BY HAND AND CUT ROOTS WITH SHARP AXE. REMOVE EXCESS SUBSOIL FROM THE SITE UNLESS DIRECTED OTHERWISE BY OWNER OR ENGINEER. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF EROSION CONTROL DEVICES INCLUDING SILT CONTRACTOR RESPONSIBLE FOR INSTALLATION OF EROSION CONTROL DEVICES INCLUDING SILT FENCING, BERMS, DITCHES, ETC, THAT MEET DTMB EROSION CONTROL REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR ALL PERMITS AND FEES NECESSARY WITH SUCH SYSTEMS. SUCH DEVICES SHALL BE INSTALLED IN ALL AREAS OF DISTURBED SOIL AND WHERE SURFACE RUN-OFF CAN OCCUR. CONTRACTOR TO SUBMIT SESC IMPLEMENTATION PLAN PRIOR TO DISTURBING THE SITE. 6. AT ALL PROPOSED DRIVEWAY AREAS THE CONTRACTOR IS RESPONSIBLE FOR BLENDING THE AT ALL PROPOSED DRIVEWAY AREAS THE CONTRACTOR IS RESPONSIBLE FOR BLENDING THE PROPOSED GRADES TO MATCH TO THE EXISTING ROAD SURFACES. 7. THE INTENT OF THE FINE GRADED SURFACE IS TO DRAIN WATER AWAY FROM THE BUILDING THE INTENT OF THE FINE GRADED SURFACE IS TO DRAIN WATER AWAY FROM THE BUILDING TOWARDS THE EXISTING AND PROPOSED CATCH BASIN DEVICES AS WELL AS SHED WATER RUNOFF TO THE EXISTING AND PROPOSED DITCHES, DETENTION AREAS AND OPEN GRASS AREAS. PRIOR TO INSTALLATION OF THE HMA, CONCRETE AND GRAVEL SURFACES THE CONTRACTOR IS TO REVIEW THE GRADING PLAN AND MAKE THE ENGINEER AWARE OF ANY CONCERNS OR ISSUES THAT MAY LEAD TO PONDED WATER ON THE PAVEMENT SURFACE. 8. RESTORATION = 4" TOPSOIL, SEED, MULCH, FERTILIZE AND WATER UNTIL ACCEPTABLE GRASS RESTORATION = 4" TOPSOIL, SEED, MULCH, FERTILIZE AND WATER UNTIL ACCEPTABLE GRASS COVER HAS BEEN ACHIEVED. IF NO OTHER SPECIFICATION IS AVAILABLE, SEED MIX SHALL BE ACHIEVED. IF NO OTHER SPECIFICATION IS AVAILABLE, SEED MIX SHALL BE MDOT "TUF" MIX.

CONTROL POINT DATA

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EXISTING &

DEMOLITION

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C101

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( IN FEET )

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30 FT.

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GRAPHIC SCALE

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EXISTING CONCRETE WALK TO REMAIN

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SAW CUT AND REMOVE BITUMINOUS PAVEMENT

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EXISTING CONCRETE WALK TO REMAIN

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REMOVE AND REPLACE EX 36" CMP CULVERT

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BARAGA AREA SCHOOLS

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STRIP/SALVAGE TOPSOIL

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EXISTING STOP & ONE WAY SIGN

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EXISTING ONE WAY SIGN

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376'± OF 36" CMP REMOVAL

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COORDINATE TEMPORARY POLE SUPPORT WITH VILLAGE OF BARAGA/WPPI

EXISTING SCHOOL SIGN, MAY BE ELECTRIFIED

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PROPOSED

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C102

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( IN FEET )

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30 FT.

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GRAPHIC SCALE

AutoCAD SHX Text 24'

AutoCAD SHX Text 40'

AutoCAD SHX Text 24'

AutoCAD SHX Text 30'

AutoCAD SHX Text 20'

AutoCAD SHX Text 24'

AutoCAD SHX Text 30'

AutoCAD SHX Text 40'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

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10' (TYP ALL SPACES)

AutoCAD SHX Text 324'

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10' (TYP ALL SPACES)

AutoCAD SHX Text 24'

AutoCAD SHX Text 30'

AutoCAD SHX Text 24'

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BARAGA AREA SCHOOLS

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PROP. BITUMINOUS CURB, 160 LFT., DETAIL B1/C501

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PROPOSED 72" STORM CATCH BASIN, SEE UTILITY PLAN

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EXISTING STORM CATCH BASIN TO REMAIN

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EXISTING STORM CATCH BASIN TO REMAIN

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PROPOSED HMA

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PROPOSED PAVEMENT STRIPING (TYP.)

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PROPOSED LANDSCAPE GRADING TO MATCH NEW PAVEMENT ELEVATION

AutoCAD SHX Text 66'

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RIPRAP END TREATMENT. DETAIL B2/C502

AutoCAD SHX Text 20'

AutoCAD SHX Text 64'

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EXISTING ADA SIDEWALK RAMP

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EXISTING

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CONCRETE WALK

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CONCRETE ADA PARKING & WALK RAMP, SEE DETAILS SHEET C503

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(2) PROPOSED 6' WD. BITUMINOUS WALK PATH

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PROPOSED 24" STORM CATCH BASIN, SEE UTILITY PLAN

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EXISTING STOP & ONE WAY SIGN

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EXISTING ONE WAY SIGN

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66' OF PROPOSED TYPE E2 CURB, DETAIL D1/C501

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PROPOSED GRADING PLANA2

SPOT ELEVATION LEGEND

PROPOSED GRADING ENLARGEMENTD5

PROPOSED GRADING ENLARGEMENTA5

PROPOSED BUS LANE GRADING SECTIONC5

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AutoCAD SHX Text 2%

AutoCAD SHX Text 3'

AutoCAD SHX Text 27'

AutoCAD SHX Text 30'

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EXISTING CONCRETE CURB & SIDEWALK

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PROPOSED BITUMINUOUS SURFACE

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( IN FEET )

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30 FT.

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GRAPHIC SCALE

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BARAGA AREA SCHOOLS

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PROPOSED BITUMINOUS CURB

AutoCAD SHX Text 66' OF PROPOSED TYPE E2 CURB, TOP OF CURB TO MATCH PAVEMENT ELEVATION. EL.: 680.60'

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SCALE: 1" = 30'

AutoCAD SHX Text ALL SPOT ELEVATIONS ARE TO: TP TOP OF PAVEMENT TOP OF PAVEMENT TS TOP OF SLAB (CONCRETE) TOP OF SLAB (CONCRETE) TC TOP OF CURB TOP OF CURB GP GUTTER PAN GUTTER PAN RIM RIM (TOP OF CASTING) RIM (TOP OF CASTING) TW TOP OF WALK TOP OF WALK EX MATCH EXISTINGMATCH EXISTING

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EXISTING SIDEWALK RAMP

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SCALE: 1" = 10'

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( IN FEET )

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10 FT.

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GRAPHIC SCALE

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SEE ENLARGED GRADING D5, THIS SHEET

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SCALE: 1" = 10'

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173' BUS LANE GRADING

AutoCAD SHX Text C103

AutoCAD SHX Text C5

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SEE ENLARGED GRADING A5, THIS SHEET

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SCALE: 1" = 5'

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( IN FEET )

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5 FT.

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AutoCAD SHX Text 2.5

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GRAPHIC SCALE

EXISTING SCHOOL SIGN & BASE

STM

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( IN FEET )

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30 FT.

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GRAPHIC SCALE

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BARAGA AREA SCHOOLS

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EXISTING STORM CULVERT

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PROPOSED 24" STORM CATCH BASIN, DETAIL D1/C502

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PROPOSED 20' OF 12" RCP STORM

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PROPOSED CONNECTION TO EXISTING 36" RCP

AutoCAD SHX Text PROPOSED CONNECTION TO EXISTING 36" RCP. CONTRACTOR TO VERIFY/FIELD LOCATE TIE-IN LOCATION OF EXISTING STORM SEWER

AutoCAD SHX Text PROPOSED 72" STORM CATCH BASIN. DETAIL D2/C502. CONTRACTOR TO VERIFY/FIELD LOCATE TIE-IN LOCATION OF EXISTING STORM SEWER

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EXISTING STORM CATCH BASIN TO REMAIN

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RIPRAP END TREATMENT. DETAIL B2/C502

AutoCAD SHX Text COORDINATE POLE GUY WIRE/DEADMAN REINSTALLATION WITH VILLAGE OF BARAGA/WPPI. INCIDENTAL TO 36" RCP STORM INSTALLATION WORK

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STRUCTURE #4 TO PROPOSED 36" RCPA1

PROPOSED 36" RCP STORM REPLACEMENT PROFILEC3

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PROPOSED GRADE

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EXISTING GRADE

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PROPOSED SURFACE

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EXISTING SURFACE

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CONNECT TO EXISTING 36" RCP

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8" OF RIP-RAP (3" TO 6" ROCK

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8 OZ. NON-WOVEN GEOFABRIC UNDER RIP-RAP

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PROPOSED GRADE

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EXISTING GRADE

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EXISTING SURFACE

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PROPOSED SURFACE

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CONNECT TO PROPOSED 36" RCP

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( IN FEET )

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30 FT.

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HORZ. SCALE

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( IN FEET )

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6 FT.

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VERT. SCALE

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HORZ. SCALE: 1" = 30' VERT. SCALE: 1" = 6'

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HORZ. SCALE: 1" = 30' VERT. SCALE: 1" = 6'

APPROXIMATE LOCATION AND ELEVATIONS, CONTRACTOR TO VERIFY IN FIELD

HANDICAP SIGN DETAILA3

PARKING

RESERVED

VAN

PARKING

RESERVED

VAN

PIPE BOLLARD DETAILC3

MDOT E2 MODIFIED

CURB DETAIL MEDIUM BROOM FINISHD2 CONCRETE JOINT DETAILD3

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C501

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SESC NOTES:

INLET PROTECTION - FABRIC DROPB5

SILT FENCE INSTALLATION DETAILA5TYPICAL PAVEMENT SECTIONA1

BITUMINOUS CURB DETAILB1

CONCRETE PAVEMENT DETAILC1

AutoCAD SHX Text

SCALE: 1/4" = 1'-0"

AutoCAD SHX Text PROVIDE (1) SIGN FOR EACH HANDICAP STALL, SIGNS SHALL MEET THE STATE OF MICHIGAN AND ADA REQUIREMENTS

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(*) NOTE: : PRIOR TO PAINT, VERIFY COLOR WITH ENGINEER

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2" SCH. 40 STEELPIPE, PAINTED

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DESIGNATE CAR OR VAN ACCESSIBLE

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WELDED WATERPROOF CAP

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WHITE BACKGROUND (PRIME AND TWO COATS OF SEMI GLOSS ENAMEL)

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3/16" GALV. STEEL

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WHITE REFLECTIVE SYMBOL W/ BLUE REFLECTIVE BACKGROUND

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GREEN REFLECTIVE LETTERS, 1-1/2" HIGH

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 5'

AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

AutoCAD SHX Text 2"

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FINISH SURFACE

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12" CONCRETESONOTUBE

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-8"

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18" DIA. 3500 PSI CONCRETE FOUNDATION

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CONCRETE SIDEWALK WHERE APPLICABLE

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FINISH GRADE, PAVEMENT PER PLAN

AutoCAD SHX Text 6" O.D. STEEL PIPE BOLLARD, FILL W/CONC., PAINT W/ (2) COATS OF YELLOW EPOXY ENAMEL

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ROUND OFF CONCRETE CAP

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SCALE: 1-1/2" = 1'-0"

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SCALE: 1-1/2" = 1'-0"

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SCALE: 1-1/2" = 1'-0"

AutoCAD SHX Text 22"

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PROPOSED HMA SURFACE, FLUSH WITH TOP OF CURB

AutoCAD SHX Text 4"

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EPOXY COATED #4 BAR (CONTINUOUS)

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FINISH GRADE

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MEDIUM BROOM FINISH PERPENDICULAR TO WALK DIRECTION

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CONTROL JOINT, SEE DETAIL D3/C501

AutoCAD SHX Text 1/4" TOOLED CONTROL JOINT, THEN SAW JOINT TO 1/4 PAVEMENT DEPTH PAVEMENT DEPTHPAVEMENT DEPTH

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MEDIUM BROOM FINISH SEE DETAIL D2/C501

AutoCAD SHX Text

1/4" RADIUS, TYP.

AutoCAD SHX Text NOTE: 1. CONTROL JOINTS FOR APRONS TO BE EQUALLY SPACED MAXIMUM EVERY 20'. CONTROL JOINTS FOR APRONS TO BE EQUALLY SPACED MAXIMUM EVERY 20'. 2. CONTROL JOINT FOR SIDEWALK TO BE PLACED EVERY 6'. CONTROL JOINT FOR SIDEWALK TO BE PLACED EVERY 6'. 3. EXPANSION JOINT FOR APRON/SIDEWALK TO BE LOCATED EVERY 50'. EXPANSION JOINT FOR APRON/SIDEWALK TO BE LOCATED EVERY 50'. 4. 1/2" EXPANSION JOINT MATERIAL TO BE PLACED BETWEEN ALL INTERIOR AND 1/2" EXPANSION JOINT MATERIAL TO BE PLACED BETWEEN ALL INTERIOR AND EXTERIOR CONCRETE SLABS.

AutoCAD SHX Text 8"

AutoCAD SHX Text ALL MEASURES TO COMPLY WITH MICHIGAN ACT 451 (PART 91), AND SHALL PROMOTE THE FOLLOWING PRINCIPLES. 1. DESIGN AND CONSTRUCT TERRAIN FEATURES SUCH AS SLOPES AND DRAINAGE WAYS TO MINIMIZE THE EROSION POTENTIAL OF THE EXPOSED DESIGN AND CONSTRUCT TERRAIN FEATURES SUCH AS SLOPES AND DRAINAGE WAYS TO MINIMIZE THE EROSION POTENTIAL OF THE EXPOSED SITE BASED ON THE SOIL TYPE, TIME OF YEAR, PROXIMITY TO WATERWAYS, DURATION OF EXPOSURE, LENGTH AND STEEPNESS OF THE SLOPE, AND THE ANTICIPATED VOLUME AN INTENSITY OF RUNOFF. 2. MINIMIZE THE SURFACE AREA OF UNSTABILIZED SOILS LEFT UNPROTECTED AND VULNERABLE TO RUNOFF AND WIND AT ANY ONE TIME. MINIMIZE THE SURFACE AREA OF UNSTABILIZED SOILS LEFT UNPROTECTED AND VULNERABLE TO RUNOFF AND WIND AT ANY ONE TIME. 3. MINIMIZE THE AMOUNT OF TIME THAT UNSTABILIZED SOIL AREAS ARE EXPOSED TO EROSIVE FORCES. MINIMIZE THE AMOUNT OF TIME THAT UNSTABILIZED SOIL AREAS ARE EXPOSED TO EROSIVE FORCES. 4. PROTECT AND SHIELD EXPOSED SOIL AREAS WITH A COVER OF LIVE VEGETATION, MULCH, OR OTHER APPROVED EROSION RESISTANT MATERIAL PROTECT AND SHIELD EXPOSED SOIL AREAS WITH A COVER OF LIVE VEGETATION, MULCH, OR OTHER APPROVED EROSION RESISTANT MATERIAL DURING THE TEMPORARY AND PERMANENT CONTROL PERIODS OF CONSTRUCTION. 5. AVOID CONCENTRATING RUNOFF. WHEN CONCENTRATED RUNOFF CANNOT BE AVOIDED, RUNOFF VELOCITIES SHALL BE REDUCED TO NON-EROSIVE AVOID CONCENTRATING RUNOFF. WHEN CONCENTRATED RUNOFF CANNOT BE AVOIDED, RUNOFF VELOCITIES SHALL BE REDUCED TO NON-EROSIVE VELOCITIES. 6. ERODED SEDIMENTS WILL BE TRAPPED ON-SITE WITH TEMPORARY AND PERMANENT BARRIERS, BASINS OR OTHER SEDIMENT RETENTION DEVICES ERODED SEDIMENTS WILL BE TRAPPED ON-SITE WITH TEMPORARY AND PERMANENT BARRIERS, BASINS OR OTHER SEDIMENT RETENTION DEVICES WHILE ALLOWING FOR THE CONTROLLED DISCHARGE OF RUNOFF WATERS AT NON-EROSIVE VELOCITIES. 7. IMPLEMENT A CONTINUOUS INSPECTION AND MAINTENANCE PLAN.IMPLEMENT A CONTINUOUS INSPECTION AND MAINTENANCE PLAN.

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ALTERNATE DETAIL

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STANDARD DETAIL

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FLOW

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FLOW

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FLOW

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EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT

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STEEL OR WOOD POST

AutoCAD SHX Text 10 FT MAX SPACING WITH WIRE SUPPORT FENCE 6 FT MAX SPACING WITHOUT WIRE SUPPORT FENCE

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FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST.

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STEEL OR WOOD POST 36" HIGH MAX

AutoCAD SHX Text 4"x6" TRENCH WITH COMPACTED BACKFILL

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TRENCH WITH NATIVE BACKFILL

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TRENCH WITH GRAVEL

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GRAVEL

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RUNOFF

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9" MAX. (RECOMMENDED) STORAGE HT.

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PONDING HT.

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PONDING HT.

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RUNOFF

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12" MIN.

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12" MIN.

AutoCAD SHX Text 8"

AutoCAD SHX Text NOTES: : 1. INSPECT AND REPAIR FENCE AFTER EACH STORM INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

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2 1/2" HMA, 4E1, 275#/SY

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12" SUBBASE, CIP

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ASPHALT CURB AS REQUIRED BASED ON EXISTING CONDITIONS

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4" AGG. SHOULDER 23A(TYP.) OR TURF RESTORATION TO BE REMOVED & REPLACED IN-KIND

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BITUMINOUS SURFACE (WIDTH VARIES)

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VARIES

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VARIES

AutoCAD SHX Text NOTES: : 1. HMA THICKNESS SHALL BE 2 " AT LOCATIONS SHOWN ON PLAN SHEET C101, HMA THICKNESS SHALL BE 2 " AT LOCATIONS SHOWN ON PLAN SHEET C101, 12" AT LOCATIONS SHOWN ON PLAN SHEET C101, OR AS DIRECTED BY ENGINEER OR OWNER. 2. ANY HMA RESTORATION REQUIRED OUTSIDE OF PLAN LIMITS AS SHOWN SHALL ANY HMA RESTORATION REQUIRED OUTSIDE OF PLAN LIMITS AS SHOWN SHALL BE PAID BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. CONTRACTOR SHALL TAKE CARE TO AVOID DAMAGE TO EXISTING AREAS WHICH ARE NOR SCHEDULED FOR REPLACEMENT.

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 5"-8"

AutoCAD SHX Text 7"-11"

AutoCAD SHX Text 2 "12"

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PROPOSED 8" AGGREGATE BASE

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NOTE: : CURB SLOPED, HMA APPLICATION QUANTITY IS BASED ON 0.04 TON/FT

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8" AGGREGATE BASE, 22A OR HMA BASE CRUSHING AND SHAPING

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PROPOSED HMA, 4EL

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PROPOSED 12" SUBBASE

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4" COMPACTED GRANULAR BASE

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6" CONCRETE SIDEWALK/DRIVEWAY

AutoCAD SHX Text 6x6 10/10 W.W.F.

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SLOPE MINIMUM 18" PER FOOT

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WIDTH/LENGTH VARIES

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MATCH EXISTING CONCRETE OR STRUCTURES WITH EXPANSION JOINT MATERIAL

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NOT TO SCALE

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INSTALLATION DETAIL

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ISOMETRIC VIEW

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INLET GRATE

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AutoCAD SHX Text INSTALLATION 1. A FILTER FABRIC BAG IS HUNG INSIDE THE INLET, A FILTER FABRIC BAG IS HUNG INSIDE THE INLET, BENEATH THE GRATE. 2. REPLACE GRATE, WHICH WILL HOLD BAG IN PLACE. REPLACE GRATE, WHICH WILL HOLD BAG IN PLACE. 3. ANCHOR FILTER BAG WITH 1" REBAR FOR REMOVAL ANCHOR FILTER BAG WITH 1" REBAR FOR REMOVAL FROM INLET. 4. FLAPS OF BAG THAT EXTEND BEYOND THE BAG CAN FLAPS OF BAG THAT EXTEND BEYOND THE BAG CAN BE BURIED IN SOIL IN EARTH AREAS. MAINTENANCE DROP INLET FILTERS SHOULD BE INSPECTED ROUTINELY AND AFTER EACH MAJOR RAIN EVENT. DAMAGED FILTER BAGS SHOULD BE REPLACED. CLEAN AND/OR REPLACE FILTER BAG WHEN 1/2 FULL. REPLACE CLOGGED FABRIC IMMEDIATELY. IF NEEDED, INITIATE REPAIRS IMMEDIATELY UPON INSPECTION. REMOVE ENTIRE PROTECTIVE MECHANISM WHEN UPGRADIENT AREAS ARE STABILIZED AND STREETS HAVE BEEN SWEPT. CAN ONLY ACCOMMODATE SMALL FLOW QUANTITIES. REQUIRES FREQUENT MAINTENANCE. PONDING MAY OCCUR AROUND STORM DRAINS IF FILTER IS CLOGGED.

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AutoCAD SHX Text 2'-0"

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1" REBAR FOR BAG REMOVAL FROM INLET

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

RIPRAP END TREATMENT DETAILB2 RIPRAP DETAILB4

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1 2 3 4 5

B Y:

w w w .u pe a.

co m

O R

A R

A G

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STORM

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PIPE BEDDING DETAILD4

24" DIAMETER STRUCTURED1 72" DIAMETER STRUCTURED2

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SCALE: NOT TO SCALE

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AutoCAD SHX Text NOTE: "H" PROVIDES FOR RIPRAP UP TO THE MIDPOINT OF THE AVERAGE PIPE DIAMETER IN THE GROUPING. "L" FOLLOWS MINIMUM APRON LENGTHS BASED ON EMPIRICAL FORMULA U.S.E.P.A. 1976 L=3Q/D3/2 FOR TAILWATERS GREATER THAN 0.5D (D=DIAMETER).

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FLARED END SECTION (WHERE INDICATED)

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PIPE/CULVERT

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WIDTH OF F.E.S AT END

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RIPRAP, MIN. 12" THICK

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INLET = 5' OUTLET = L

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CHANNEL SIDE SLOPE

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GEOTEXTILE FABRIC (TOE IN EDGES A MIN. OF 12")

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RIPRAP SIDE INLET AS NECESSARY FOR OVERLAND FLOW ENTERING DRAIN (TYP.)

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12" MIN.

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PIPE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 14, 2025.