GRPS 2027 PAVING PROJECTS - For Bidding.pdf
PDF 12 MB Posted
- Attached to
- PAVING BIDDING
- Solicitation number
- RFP GRP 270000000152 1
- Issued by
- Kent County, Michigan
About this file
GRPS 2027 Paving Projects - Bidding Document Summary
This is a comprehensive construction bidding document prepared by VK Civil Engineering for the Grand Rapids Public Schools (GRPS) in Kent County, Michigan. The project encompasses paving and site improvements at three locations: the GRPS Nutrition Building parking lot (1130 Race Street NE), Kent Hills Elementary School playground (1445 Emerald Avenue NE), and CA Frost High School parking lot. The work includes removal and replacement of hot mixed asphalt pavement, concrete sidewalks and curbing, drainage infrastructure, utility coordination, site grading, erosion control measures, and landscape restoration. Phase 1 work is scheduled between June 7 and July 2, 2026, with Phase 2 work between July 6 and July 17, 2026. The Nutrition Building project will reduce parking from 57 spaces to 36 total spaces (1 ADA accessible), while the CA Frost parking lot will be reduced from 68 spaces to 59 total spaces (3 ADA accessible). The document includes detailed site and utility plans, grading plans, demolition plans, project details with standard specifications, and lighting plans for both the Nutrition Building and CA Frost locations. Soil boring logs conducted on August 18, 2026, provide subsurface conditions at multiple locations across all three sites.
The construction specifications require strict adherence to federal, state, and local regulations, including Michigan Handicapped Accessibility Code and Americans with Disabilities Act standards. Concrete work must meet a minimum compressive strength of 4,000 PSI with limestone aggregate and 5.5%-8% air entrainment with broom finish. Hot mixed asphalt specifications include MDOT 5EL top course over bond coat and MDOT 4EL base course with varying thicknesses depending on application (light duty at 3.5 inches or parking lot duty at 5 inches). The contractor is responsible for obtaining all permits, permit costs, demolition permits, tap fees, assessments, utility permits, right-of-way permits, bonds, insurance, and associated fees. Site debris must be removed and no stockpiling is permitted without owner approval. The contractor must maintain existing utility service to adjoining properties and coordinate with private and public utility companies. All work within the right-of-way must comply with local roadway jurisdiction requirements. The document specifies comprehensive erosion control and sediment management requirements, including silt fencing, mulch blankets on slopes 1:3 or steeper, silt sacks in catch basins, and regular inspections by certified stormwater operators every seven days and after significant rain events.
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RACE ST NE
FU
LL
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DATE BY CITY OF GRAND RAPIDS FILE NO.
Sheet No.
CHECKED
KENT COUNTY, MICHIGAN
NO.
GRAND RAPIDS PUBLIC SCHOOLS
REVISION
Byron Center, MI
(616) 277-2185 www.VKcivil.com
Kalamazoo, MI
(269) 697-7120
CMF
NEFFOR BIDDING10/20/2026
2027 PAVING PROJECTS
COVER PAGE C000
NOTE:
ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS DERIVED FROM ACTUAL
MEASUREMENTS AND AVAILABLE RECORDS. THEY SHOULD NOT BE INTERPRETED TO
BE THE EXACT LOCATION NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY
UTILITIES IN THIS AREA.
Know what's below.
Call before you dig.
GRAND RAPIDS PUBLIC SCHOOLS
KENT COUNTY, MICHIGAN
2027 PAVING PROJECTS
Sheet List Table
Sheet Number Sheet Title
C000 COVER
C100 NUTRITION EXISTING CONDITIONS
& DEMOLITION PLAN
C200 NUTRITION SITE & UTILITY PLAN
C300 NUTRITION GRADING PLAN
C400 KENT HILLS PLAYGROUND
C500 CA FROST PARKING LOT
C600 PROJECT DETAILS
C700 LIGHTING PLAN - NUTRITION
BUILDING
C701 LIGHTING PLAN CA FROST
LOCATION MAP
CITY OF GRAND RAPIDS, KENT COUNTY MICHIGAN
CA FROST HIGH SCHOOL KENT HILLS ELEMENTARY SCHOOL
NUTRITION BUILDING
CA FROST
HIGH SCHOOL
KENT HILLS
ELEMENTARY
SCHOOL
GRPS NUTRITION
BUILDING
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41-14-20-381-002 1130 RACE STREET NE
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41-13-15-327-003 2058 RICHMOND ST NW
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41-13-15-376-007 2037 MILFORD ST NW
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41-13-15-327-016 2141 CLOVER DR NW
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41-13-15-327-024 1421 COVELL AVE NW
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41-13-15-376-008 2033 MILFORD ST NW
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41-13-15-327-018 2121 CLOVER DR NW
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41-13-15-376-009 1361 COVELL AVE NW
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41-13-15-327-025 2032 RICHMOND ST NW
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41-13-15-376-004 2059 MILFORD ST NW
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41-13-15-327-019 2107 CLOVER DR NW
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41-13-15-376-005 2053 MILFORD ST NW
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41-13-15-327-023 1427 COVELL AVE NW
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41-13-15-327-017 2131 CLOVER DR NW
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41-13-15-401-010 1504 COVELL AVE NW
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41-13-15-327-004 2044 RICHMOND ST NW
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41-13-15-327-032 1545 COVELL AVE NW
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41-13-15-376-006 2041 MILFORD ST NW
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41-13-15-327-033 1529 BLYTHE CT NW
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41-13-15-401-005 1532 COVELL AVE NW
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41-13-15-327-034 1516 BLYTHE CT NW
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41-13-15-401-006 1528 COVELL AVE NW
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41-13-15-451-001 1360 COVELL AVE NW
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41-13-15-401-020 1406 COVELL AVE NW
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41-13-15-401-013 1450 COVELL AVE NW
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41-13-15-401-012 1458 COVELL AVE NW
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41-13-15-401-042 1444 COVELL AVE NW
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41-13-15-401-008 1518 COVELL AVE NW
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41-13-15-401-019 1412 COVELL AVE NW
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41-13-15-327-028 1441 COVELL AVE NW
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41-13-15-401-011 1460 COVELL AVE NW
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41-13-15-327-022 1433 COVELL AVE NW
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41-13-15-401-016 1438 COVELL AVE NW
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41-13-15-401-018 1418 COVELL AVE NW
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41-13-15-401-017 1430 COVELL AVE NW
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41-13-15-401-009 1510 COVELL AVE NW
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41-13-15-401-007 1524 COVELL AVE NW
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41-13-15-401-004 1540 COVELL AVE NW
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41-13-15-327-027 1417 COVELL AVE NW
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41-13-15-376-003 2105 MILFORD ST NW
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41-13-15-328-009 2101 CLOVER DR NW
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41-14-17-352-001 806 SPENCER ST NE
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41-14-17-153-007 853 SWEET ST NE
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41-14-17-302-005 1540 EMERALD AVE NE
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41-14-17-302-011 1504 EMERALD AVE NE
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41-14-17-302-007 1526 EMERALD AVE NE
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41-14-17-302-001 1562 EMERALD AVE NE
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41-14-17-302-006 1532 EMERALD AVE NE
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41-14-17-302-004 1544 EMERALD AVE NE
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41-14-17-152-021 1606 WEST KENTVIEW DR NE
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41-14-17-302-008 1522 EMERALD AVE NE
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41-14-18-486-052 768 SPENCER ST NE
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41-14-17-352-002 812 SPENCER ST NE
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41-14-17-302-009 1516 EMERALD AVE NE
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41-14-17-152-020 1611 W KENTVIEW DR NE
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41-14-18-428-017 770 MARIETTA ST NE
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41-14-17-302-010 1508 EMERALD AVE NE
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41-14-17-153-014 1605 E KENTVIEW DR NE
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41-14-18-426-012 749 KENT HILLS RD NE
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41-14-18-427-011 740 KENT HILLS RD NE
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41-14-18-428-044 761 SPENCER ST NE
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41-14-17-352-004 826 SPENCER ST NE
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41-14-17-152-027 1612 WEST KENTVIEW DR NE
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41-14-17-301-004 1445 EMERALD AVE NE
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41-14-18-428-048 1424 UNION AVE NE
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41-14-18-486-053 774 SPENCER ST NE
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41-14-17-302-002 1558 EMERALD AVE NE
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41-14-17-302-003 1550 EMERALD AVE NE
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41-14-17-352-005 832 SPENCER ST NE
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41-14-17-352-003 820 SPENCER ST NE
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41-14-17-152-034 1603 FAIRLANE AVE NE
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41-14-17-353-001 1410 EMERALD AVE NE
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41-14-17-302-012 1460 EMERALD AVE NE
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41-14-17-301-002 849 SPENCER ST NE
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41-14-17-302-015 1440 EMERALD AVE NE
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41-14-17-352-007 844 SPENCER ST NE
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41-14-17-352-030 1411 EMERALD AVE NE
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41-14-17-302-035 1424 EMERALD AVE NE
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41-14-17-302-041 1454 EMERALD AVE NE
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41-14-17-302-014 1446 EMERALD AVE NE
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41-14-17-302-016 1434 EMERALD AVE NE
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41-14-18-226-004 1600 COLLEGE AVE NE
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41-14-17-352-061 840 SPENCER ST NE
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41-14-18-427-033 775 MARIETTA ST NE
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41-14-17-352-060 834 SPENCER ST NE
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ENGINEER
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COLIN
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FINCH
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NO.
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%%UDESIGN ENGINEER
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VK CIVIL
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COLIN FINCH, P.E.
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COLIN@VKCIVIL.COM
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STE A, BYRON CENTER, MI 49315
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7885 BYRON CENTER AVE SW,
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GRAND RAPIDS PUBLIC SCHOOLS
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1331 MARTIN LUTHER KING JR ST SE GRAND RAPIDS, MI 49506
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OWNER
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PHASE 1
DATE BY CITY OF GRAND RAPIDS FILE NO.
Sheet No.
CHECKED
KENT COUNTY, MICHIGAN
NO.
GRAND RAPIDS PUBLIC SCHOOLS
REVISION
Byron Center, MI
(616) 277-2185 www.VKcivil.com
Kalamazoo, MI
(269) 697-7120
CMF
NEFFOR BIDDING10/20/2026
2027 PAVING PROJECTS
NUTRITION PARKING LOT EXISTING/DEMOLITION PLAN C100
0' 10' 20' 30' 40'
SCALE: 1" = 20'
NOTE:
ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS DERIVED FROM ACTUAL
MEASUREMENTS AND AVAILABLE RECORDS. THEY SHOULD NOT BE INTERPRETED TO
BE THE EXACT LOCATION NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY
UTILITIES IN THIS AREA.
Know what's below.
Call before you dig.
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MILLINGS (BETWEEN JUNE 7 AND JULY 2)
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(BETWEEN JUNE 7 AND JULY 2)
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(BETWEEN JULY 6 AND JULY 17)
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1130 RACE STREET NE G R PUBLIC SCHOOLS 41-14-20-381-002
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465 FULLER AVE NE DOWN REALTY LLC 41-14-20-381-010
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414 HOUSEMAN AVE NE G R EASTERN RAILROAD INC 41-14-20-502-007
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1100 RACE STREET NE CONSUMERS ENERGY 41-14-20-381-001
AutoCAD SHX Text SOIL BORING LOG BORINGS CONDUCTED BY SOILS AND STRUCTURES ON 08/18/2026 - SEE GEOTECH REPORT FOR THE PROJECT FOR MORE INFORMATION. SB-01 0 - 2" HMA WEARING COURSE HMA WEARING COURSE 2" - 2.75" HMA LEVELING COURSE HMA LEVELING COURSE 2.75" - 10.75" AGGREGATE BASE - FINE TO COARSE SAND WITH AGGREGATE BASE - FINE TO COARSE SAND WITH NATURAL GRAVEL AND CLAY, BROWN 10.75" - 48" FINE SAND WITH TRACE SILT, BROWN FINE SAND WITH TRACE SILT, BROWN GROUNDWATER NOT ENCOUNTERED SB-02 O - 1.5" HMA WEARING COURSE HMA WEARING COURSE 1.5" - 2.75" HMA LEVELING COURSE HMA LEVELING COURSE 2.75" - 10.5" AGGREGATE BASE - FINE TO COARSE SAND WITH AGGREGATE BASE - FINE TO COARSE SAND WITH NATURAL GRAVEL AND CLAY, BROWN 10.5" - 48" FINE SAND WITH TRACE SILT, BROWN FINE SAND WITH TRACE SILT, BROWN GROUNDWATER NOT ENCOUNTERED SB-03 O - 1.75" HMA WEARING COURSE HMA WEARING COURSE 1.75" - 3.5" HMA LEVELING COURSE HMA LEVELING COURSE 3.5" - 12.5" AGGREGATE BASE - FINE TO COARSE SAND WITH AGGREGATE BASE - FINE TO COARSE SAND WITH NATURAL GRAVEL AND CLAY, BROWN 12.5" - 16.5" FINE SAND WITH CLAY AND TRACE GRAVEL, BROWN FINE SAND WITH CLAY AND TRACE GRAVEL, BROWN 16.5" - 48" FINE SAND WITH TRACE SILT, BROWN FINE SAND WITH TRACE SILT, BROWN GROUNDWATER NOT ENCOUNTERED SB-04 0 - 1.0" HMA WEARING COURSE HMA WEARING COURSE 1.0" - 3.0" HMA LEVELING COURSE HMA LEVELING COURSE 3.0" - 11.25" AGGREGATE BASE - FINE TO COARSE SAND WITH AGGREGATE BASE - FINE TO COARSE SAND WITH NATURAL GRAVEL AND CLAY, BROWN 11.25" - 48" FINE SAND WITH TRACE SILT, BROWN FINE SAND WITH TRACE SILT, BROWN GROUNDWATER NOT ENCOUNTERED SB-05 0 - 1.5" HMA WEARING COURSE HMA WEARING COURSE 1.5" - 3.5" HMA LEVELING COURSE HMA LEVELING COURSE 3.5" - 7.0" AGGREGATE BASE - FINE TO COARSE SAND WITH AGGREGATE BASE - FINE TO COARSE SAND WITH NATURAL GRAVEL AND CLAY, BROWN 7.0" - 48" FINE SAND, BROWN FINE SAND, BROWN GROUNDWATER NOT ENCOUNTERED
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PHASE 1
DATE BY CITY OF GRAND RAPIDS FILE NO.
Sheet No.
CHECKED
KENT COUNTY, MICHIGAN
NO.
GRAND RAPIDS PUBLIC SCHOOLS
REVISION
Byron Center, MI
(616) 277-2185 www.VKcivil.com
Kalamazoo, MI
(269) 697-7120
CMF
NEFFOR BIDDING10/20/2026
2027 PAVING PROJECTS
NUTRITION PARKING LOT SITE & UTILITY PLAN C200
0' 10' 20' 30' 40'
SCALE: 1" = 20'
NOTE:
ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS DERIVED FROM ACTUAL
MEASUREMENTS AND AVAILABLE RECORDS. THEY SHOULD NOT BE INTERPRETED TO
BE THE EXACT LOCATION NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY
UTILITIES IN THIS AREA.
Know what's below.
Call before you dig.
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(BETWEEN JULY 6 AND JULY 17)
AutoCAD SHX Text UTILITY PLAN NOTES: 1) CONTRACTOR SHALL CONTACT PRIVATE AND PUBLIC UTILITY COMPANIES IF ANY COORDINATION IS NEEDED CONTRACTOR SHALL CONTACT PRIVATE AND PUBLIC UTILITY COMPANIES IF ANY COORDINATION IS NEEDED BETWEEN PROPOSED WORK AND EXISTING UTILITIES. 2) UTILITIES SHOWN (IF ANY) ARE APPROXIMATE LOCATIONS DERIVED FROM MEASUREMENTS OR AVAILABLE UTILITIES SHOWN (IF ANY) ARE APPROXIMATE LOCATIONS DERIVED FROM MEASUREMENTS OR AVAILABLE RECORDS. THIS MAP IS NOT TO BE INTERPRETED AS SHOWING EXACT LOCATIONS OR SHOWING ALL UTILITIES IN THE AREA. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF EXISTING UTILITY INFORMATION. THE CONTRACTOR SHALL FIELD VERIFY FOR ACCURACY, LOCATION, AND CONDITION. 3) ALL 6" UNDERDRAIN TO BE CORRUGATED PLASTIC PIPE WITH SOCK, ADS N-12 OR APPROVED EQUAL. ALL 6" UNDERDRAIN TO BE CORRUGATED PLASTIC PIPE WITH SOCK, ADS N-12 OR APPROVED EQUAL. 4) ALL STORM SEWER SHALL BE SMOOTH LINED CORRUGATED PLASTIC PIPE, ADS N-12 OR EQUAL, UNLESS ALL STORM SEWER SHALL BE SMOOTH LINED CORRUGATED PLASTIC PIPE, ADS N-12 OR EQUAL, UNLESS OTHERWISE LABELED ON THE PLANS. 5) ALL EXISTING CASTINGS FOR STRUCTURES TO BE ADJUSTED OR RECONSTRUCTED TO GRADE SHALL BE FIELD ALL EXISTING CASTINGS FOR STRUCTURES TO BE ADJUSTED OR RECONSTRUCTED TO GRADE SHALL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION AND MARKED SUITABLE FOR SALVAGE AND REUSE OR REPLACED. 6) ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE SANITARY SEWER ARE PROHIBITED. 7) CATCH BASINS WITHIN CONCRETE HEAD CURB SHALL HAVE EJ 7045 CASTINGS. CATCH BASINS WITHIN CONCRETE HEAD CURB SHALL HAVE EJ 7045 CASTINGS. 8) CATCH BASINS WITHIN BIT VALLEY CURB SHALL HAVE EJ 7065 CASTINGS WITH M1 GRATE. CATCH BASINS WITHIN BIT VALLEY CURB SHALL HAVE EJ 7065 CASTINGS WITH M1 GRATE. 9) CATCH BASINS WITHIN PAVED AREAS SHALL HAVE EJ 1020M1 RADIAL FLATE GRATE CASTINGS. CATCH BASINS WITHIN PAVED AREAS SHALL HAVE EJ 1020M1 RADIAL FLATE GRATE CASTINGS. 10) STORM SEWER MANHOLES SHALL HAVE EJ 1020 CASTINGS WITH SOLID COVERS. STORM SEWER MANHOLES SHALL HAVE EJ 1020 CASTINGS WITH SOLID COVERS. 11) STORM SEWER YARD DRAINS SHALL HAVE EJ 6508 CASTINGS. STORM SEWER YARD DRAINS SHALL HAVE EJ 6508 CASTINGS. 12) ROOF DRAINS SHALL BE PVC SCH-40. ROOF DRAINS SHALL BE PVC SCH-40. 13) CONTRACTOR IS TO UNCOVER AND VERIFY ALL TAP LOCATIONS AND INVERTS. LOCATION AND INVERT CONTRACTOR IS TO UNCOVER AND VERIFY ALL TAP LOCATIONS AND INVERTS. LOCATION AND INVERT DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEERS ATTENTION FOR RESOLUTION PRIOR TO CONTINUING WORK. 14) SANITARY AND STORM STRUCTURES SHALL BE PRECAST AND HAVE A MAXIMUM OF 2 ADJUSTING RINGS FOR SANITARY AND STORM STRUCTURES SHALL BE PRECAST AND HAVE A MAXIMUM OF 2 ADJUSTING RINGS FOR FINISH GRADE ADJUSTMENT. 15) THE CONTRACTOR SHALL MAINTAIN EXISTING UTILITY SERVICE TO ALL ADJOINING PROPERTIES. THE CONTRACTOR SHALL MAINTAIN EXISTING UTILITY SERVICE TO ALL ADJOINING PROPERTIES.
AutoCAD SHX Text SITE LAYOUT NOTES: 1) ALL WORK SHALL BE DONE TO ALL FEDERAL, STATE, AND LOCAL LAWS, RULES, AND REGULATIONS. ALL WORK SHALL BE DONE TO ALL FEDERAL, STATE, AND LOCAL LAWS, RULES, AND REGULATIONS. 2) ALL WORK WITHIN ROW SHALL BE DONE IN ACCORDANCE WITH LOCAL ROADWAY JURISDICTION ALL WORK WITHIN ROW SHALL BE DONE IN ACCORDANCE WITH LOCAL ROADWAY JURISDICTION REQUIREMENTS. 3) CONTRACTOR SHALL RESTORE ALL STREET SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DRAINAGE, AND CONTRACTOR SHALL RESTORE ALL STREET SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DRAINAGE, AND OTHER INFRASTRUCTURE DISTURBED OR DAMAGED DUE TO CONSTRUCTION ACTIVITIES TO MATCH EXISTING CONDITIONS. 4) ALL DEBRIS SHALL BE REMOVED FROM THE SITE, AND NO STOCKPILING ON SITE SHALL BE ALLOWED UNLESS ALL DEBRIS SHALL BE REMOVED FROM THE SITE, AND NO STOCKPILING ON SITE SHALL BE ALLOWED UNLESS APPROVED BY OWNER. 5) THE CONTRACTOR SHALL LIMIT SAWCUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE REQUIRED THE CONTRACTOR SHALL LIMIT SAWCUT AND PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE REQUIRED OR AS SHOWN. ALL PAVEMENTS TO BE REMOVED SHALL BE SAWCUT AND REMOVED TO FULL DEPTH AT ALL PAVEMENT LIMITS OR EXISTING JOINTS. IF ANY DAMAGE IS INCURRED TO ANY OF THE SURROUNDING PAVEMENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR AT NO ADDITIONAL COST. 6) CONTRACTOR SHALL CONTACT MISS DIG THREE WORKING DAYS BEFORE YOU DIG. CALL MISS DIG AT CONTRACTOR SHALL CONTACT MISS DIG THREE WORKING DAYS BEFORE YOU DIG. CALL MISS DIG AT 1-800-482-7171 OR 811. 7) ALL WORK SHALL BE DONE TO THE MICHIGAN HANDICAPPED ACCESSIBILITY CODE AND THE AMERICANS WITH ALL WORK SHALL BE DONE TO THE MICHIGAN HANDICAPPED ACCESSIBILITY CODE AND THE AMERICANS WITH DISABILITIES ACT. 8) ADA PARKING SPACES SHALL BE MARKED WITH APPROVED PAVEMENT SYMBOL. MARK ADA SPACES WITH 4" ADA PARKING SPACES SHALL BE MARKED WITH APPROVED PAVEMENT SYMBOL. MARK ADA SPACES WITH 4" BLUE PAINT AND SIGNS PER MMUTCD. 9) CONTRACTOR SHALL ENSURE ALL ADA RAMPS AND ACCESS MEET CURRENT ADA STANDARDS. IF IT IS CONTRACTOR SHALL ENSURE ALL ADA RAMPS AND ACCESS MEET CURRENT ADA STANDARDS. IF IT IS DISCOVERED THAT ANY ITEMS WILL NOT MEET ADA STANDARDS IT SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION. 10) ALL SIGNAGE SHALL BE PER MDOT AND MMUTCD STANDARDS. ALL SIGNAGE SHALL BE PER MDOT AND MMUTCD STANDARDS. 11) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, PERMIT COSTS, DEMOLITION THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, PERMIT COSTS, DEMOLITION PERMITS, TAP FEES, ASSESSMENTS, UTILITY PERMITS, ROW PERMITS, BONDS, INSURANCE, OR OTHER FEES ASSOCIATED WITH CONSTRUCTION. 12) SITE CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF A MINIMUM 4000 PSI AND SHALL HAVE LIMESTONE SITE CONCRETE TO HAVE A COMPRESSIVE STRENGTH OF A MINIMUM 4000 PSI AND SHALL HAVE LIMESTONE AGGREGATE AND SHALL HAVE A 5.5%-8% AIR ENTRAINMENT WITH A BROOM FINISH. 13) INSTALL EXPANSION JOINTS AT ALL LOCATIONS WHERE CONCRETE ABUTS HMA PAVEMENT. INSTALL EXPANSION JOINTS AT ALL LOCATIONS WHERE CONCRETE ABUTS HMA PAVEMENT. 14) CONTRACTOR SHALL REVIEW THE GEOTECHNICAL AND ENVIRONMENTAL REPORTS FOR THE SITE AND CONTRACTOR SHALL REVIEW THE GEOTECHNICAL AND ENVIRONMENTAL REPORTS FOR THE SITE AND INCORPORATE INTO THEIR CONSTRUCTION MEANS AND METHODS. 15) THESE PLANS HAVE BEEN DEVELOPED FOR ELECTRONIC FIELD SURVEY LAYOUT. DIMENSIONS SHOWN ARE FOR THESE PLANS HAVE BEEN DEVELOPED FOR ELECTRONIC FIELD SURVEY LAYOUT. DIMENSIONS SHOWN ARE FOR GRAPHIC PRESENTATION ONLY AND SHOULD NOT BE USED FOR LAYOUT. CONTACT THE ENGINEER IF ANY DISCREPANCIES BETWEEN THE PLAN AND ELECTRONIC DATA ARE DISCOVERED. 16) THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY. THE CONTRACTOR THE WORK LIMITS SHOWN ON THESE PLANS ARE FOR PHYSICAL CONSTRUCTION ONLY. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY LIGHTS, BARRICADES, FLAGMEN, ETC. AS REQUIRED TO PERFORM THE WORK. THE INSTALLATION AND OPERATION OF ALL TEMPORARY TRAFFIC CONTROL AND TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE PROVIDED BY THE CONTRACTOR WHETHER INSIDE OR OUTSIDE THESE WORK LIMITS. 17) THE CONTRACTOR SHALL PROTECT LOCATION OF ALL PROPERTY MARKERS AND BENCHMARKS. THE CONTRACTOR SHALL PROTECT LOCATION OF ALL PROPERTY MARKERS AND BENCHMARKS. 18) THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNS, BARRICADES, AND SAFETY FENCES TO DETER PEOPLE THE CONTRACTOR IS RESPONSIBLE FOR ALL SIGNS, BARRICADES, AND SAFETY FENCES TO DETER PEOPLE FROM ENTERING THE WORK AREA AND FOR MAINTAINING AND PROTECTING THE FLOW OF VEHICULAR AND PEDESTRIAN TRAFFIC AROUND THE JOB SITE. TRAFFIC CONTROLS SHALL BE COORDINATED WITH THE LOCAL POLICE DEPARTMENT AND MUNICIPALITY. 19) PRIOR TO CONSTRUCTION OR GRADING A PROTECTIVE BARRIER, FENCE, POST, AND SIGNS CLEARLY PRIOR TO CONSTRUCTION OR GRADING A PROTECTIVE BARRIER, FENCE, POST, AND SIGNS CLEARLY INDICATING LIMITS OF DISTURBANCE SHALL BE INSTALLED INDICATING NO TREE REMOVAL OR DISTURBANCES OUTSIDE LIMITS. 20) NO PARKING OF CONTRACTOR OR SUBCONTRACTORS SHALL BE ALLOWED ON PUBLIC STREETS WITHOUT NO PARKING OF CONTRACTOR OR SUBCONTRACTORS SHALL BE ALLOWED ON PUBLIC STREETS WITHOUT PRIOR APPROVAL. 21) NO BUILDING MATERIAL, EQUIPMENT, VEHICLES, OR CHEMICALS SHALL BE STORED OR PLACED OUTSIDE OF NO BUILDING MATERIAL, EQUIPMENT, VEHICLES, OR CHEMICALS SHALL BE STORED OR PLACED OUTSIDE OF THE LIMITS OF DISTURBANCE. 22) CONSTRUCTION NOISE SHALL BE KEPT TO A MINIMUM DURING NIGHTTIME HOURS AND MUST COMPLY WITH CONSTRUCTION NOISE SHALL BE KEPT TO A MINIMUM DURING NIGHTTIME HOURS AND MUST COMPLY WITH LOCAL MUNICIPAL ORDINANCES. 23) ALL VERTICAL FACE OF CURBS SHALL BE PAINTED YELLOW WHEN BETWEEN 0 AND 6 INCHES TALL.ALL VERTICAL FACE OF CURBS SHALL BE PAINTED YELLOW WHEN BETWEEN 0 AND 6 INCHES TALL.
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PARKING COUNT: EXISTING: 57 TOTAL PROPOSED: 36 TOTAL, 1 ADA SPACE
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ENGINEER
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DATE BY CITY OF GRAND RAPIDS FILE NO.
Sheet No.
CHECKED
KENT COUNTY, MICHIGAN
NO.
GRAND RAPIDS PUBLIC SCHOOLS
REVISION
Byron Center, MI
(616) 277-2185 www.VKcivil.com
Kalamazoo, MI
(269) 697-7120
CMF
NEFFOR BIDDING10/20/2026
2027 PAVING PROJECTS
NUTRITION PARKING LOT GRADING PLAN C300
0' 10' 20' 30' 40'
SCALE: 1" = 20'
NOTE:
ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS DERIVED FROM ACTUAL
MEASUREMENTS AND AVAILABLE RECORDS. THEY SHOULD NOT BE INTERPRETED TO
BE THE EXACT LOCATION NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY
UTILITIES IN THIS AREA.
Know what's below.
Call before you dig.
HATCH LEGEND
SYMBOL LEGEND
LINE LEGEND
GRADING LEGEND
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HH
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EXISTING CONCRETE
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EXISTING TREE
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TREE STUMP
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SIGN
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MAILBOX
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BOLLARD
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LIGHT POLE
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POWER POLE
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GUYWIRE
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VALVE
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WELL
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CLEANOUT
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SANITARY SEWER MANHOLE
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RIP RAP
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SECTION CORNER
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PROPERTY CORNER - SET
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BENCHMARK/CONTROL POINT
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RIGHT OF WAY
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EASEMENT
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EXISTING WATERMAIN
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TIP-OUT CURB & GUTTER
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EXISTING CONTOURS
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FLOWLINE
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TOP
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DOUBLE SPOT GRADE
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100.10 M.E.
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MATCH EXISTING SPOT GRADE
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FLOW DIRECTION
AutoCAD SHX Text GRADING PLAN NOTES: 1) SOILS EXPOSED IN THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHOULD BE PROTECTED SOILS EXPOSED IN THE BASE OF ALL SATISFACTORY FOUNDATION EXCAVATIONS SHOULD BE PROTECTED AGAINST ANY DETRIMENTAL CHANGES IN CONDITION SUCH AS FROM DISTURBANCE, RAIN AND FREEZING. SURFACE RUN-OFF WATER SHOULD BE DRAINED AWAY FROM THE EXCAVATION AND NOT ALLOWED TO POND. IF POSSIBLE, ALL FOOTING CONCRETE SHOULD BE POURED THE SAME DAY THE EXCAVATION IS MADE. IF THIS IS NOT PRACTICAL, THE FOOTING EXCAVATIONS SHOULD BE ADEQUATELY PROTECTED. 2) REMOVE ALL SUBGRADE MATERIAL THAT MAY BE SOFTENED BY RAINS, FREEZING, OR CONSTRUCTION REMOVE ALL SUBGRADE MATERIAL THAT MAY BE SOFTENED BY RAINS, FREEZING, OR CONSTRUCTION TRAFFIC, ETC, AND REPLACE WITH COMPACTED GRANULAR FILL. 3) ALL CONSTRUCTION METHODS SHALL BE DONE IN COMPLIANCE WITH MDOT-EGLE. EROSION CONTROL ALL CONSTRUCTION METHODS SHALL BE DONE IN COMPLIANCE WITH MDOT-EGLE. EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS AND SHALL NOT RELIEVE THE CONTRACTORS RESPONSIBILITY FOR PROVIDING ALL REQUIRED EROSION CONTROL MEASURES. 4) AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR EARTH COVER, THESE AVOID UNNECESSARY DISTURBING OR REMOVING OF EXISTING VEGETATED TOPSOIL OR EARTH COVER, THESE COVER AREAS ACT AS SEDIMENT FILTERS. 5) ALL TEMPORARY SOIL EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL REMOVAL IS REQUIRED FOR ALL TEMPORARY SOIL EROSION PROTECTION SHALL REMAIN IN PLACE UNTIL REMOVAL IS REQUIRED FOR FINAL CLEAN UP AND APPROVAL. 6) GEOTEXTILE SILT FENCE SHALL BE INSTALLED AS REQUIRED WHEN CROSSING CREEKS OR WHEN ADJACENT GEOTEXTILE SILT FENCE SHALL BE INSTALLED AS REQUIRED WHEN CROSSING CREEKS OR WHEN ADJACENT TO WETLANDS OR SURFACE WATER BODIES TO PREVENT SILTATION AND ELSE WHERE AS DIRECTED BY THE ENGINEER. SEEDING AND/OR SODDING SHALL BE INSTALLED ON CREEK BANKS IMMEDIATELY AFTER CONSTRUCTION TO PREVENT EROSION. 7) CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID TRACKING SOIL ONTO ADJACENT ROADWAYS. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID TRACKING SOIL ONTO ADJACENT ROADWAYS. CONTRACTOR SHALL SWEEP IMMEDIATELY IF THIS OCCURS. 8) ANY DISTURBED AREA WHICH WILL BE LEFT UNWORKED 20 DAYS OR LONGER MUST BE SEEDED TO ANY DISTURBED AREA WHICH WILL BE LEFT UNWORKED 20 DAYS OR LONGER MUST BE SEEDED TO ESTABLISH VEGETATION FOR TEMPORARY STABILIZATION. BASINS TO BE SEEDED AND MULCH BLANKETS APPLIED IMMEDIATELY TO PROVIDE A STABLE BASE AND AVOID EXCESSIVE EROSION. 9) ALL SOIL EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO THE START OF ANY GRADING. ALL SOIL EROSION CONTROL MEASURES ARE TO BE IN PLACE PRIOR TO THE START OF ANY GRADING. 10) ALL NON PAVED AREAS TO BE TOPSOILED (6" MIN.) & SEEDED. ALL NON PAVED AREAS TO BE TOPSOILED (6" MIN.) & SEEDED. 11) VARIATION IN EXISTING SOIL CONDITIONS MAY IMPACT THE EARTHWORK QUANTITIES IF UNUSABLE SOILS ARE VARIATION IN EXISTING SOIL CONDITIONS MAY IMPACT THE EARTHWORK QUANTITIES IF UNUSABLE SOILS ARE ENCOUNTERED DURING CONSTRUCTION. 12) DUST CONTROL: THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY DUST CONTROL: THE CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY SUCH AS CALCIUM CHLORIDE, WATER OR A MOTORIZED DUST-FREE STREET SWEEPING DEVICE TO MAINTAIN ALL ROADWAYS BEING USED FOR ACCESS TO THE CONSTRUCTION SITE AND SHALL ADHERE TO ALL ORDINANCES OF THE TOWNSHIP, COUNTY, EGLE OR ANY OTHER GOVERNMENT AGENCY. 13) IF MUD, SOIL OR OTHER DEBRIS IS DEPOSITED ON ADJACENT STREETS, ROADS OR OTHER PROPERTY, THE IF MUD, SOIL OR OTHER DEBRIS IS DEPOSITED ON ADJACENT STREETS, ROADS OR OTHER PROPERTY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF SUCH AT THE END OF EACH WORK DAY OR AS REQUIRED DURING THE WORK DAY. 14) STORMWATER POLLUTION PREVENTION ITEMS SHALL BE IN PLACE PRIOR TO COMMENCING CLEARING STORMWATER POLLUTION PREVENTION ITEMS SHALL BE IN PLACE PRIOR TO COMMENCING CLEARING OPERATIONS, EARTHWORK GRADING, OR ANY OTHER TYPE OF CONSTRUCTION ACTIVITY. 15) CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SOIL EROSIONS AND SEDIMENT CONTROL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE SOIL EROSIONS AND SEDIMENT CONTROL PERMIT. 16) PLACE TEMPORARY EROSION CONTROL MEASURES PRIOR TO EARTH MOVING ACTIVITIES. PLACE TEMPORARY EROSION CONTROL MEASURES PRIOR TO EARTH MOVING ACTIVITIES. 17) MULCH BLANKETS SHALL BE PLACED, STAPLED, AND OVERLAPPED ON ALL SLOPES THAT ARE 1 ON 3 OR MULCH BLANKETS SHALL BE PLACED, STAPLED, AND OVERLAPPED ON ALL SLOPES THAT ARE 1 ON 3 OR GREATER AFTER. 18) CONTRACTOR TO INSTALL SILT SACK IN ALL CATCH BASINS ONCE THEY ARE CONSTRUCTED. CONTRACTOR TO INSTALL SILT SACK IN ALL CATCH BASINS ONCE THEY ARE CONSTRUCTED. 19) ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED BY A CERTIFIED STORM WATER ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED BY A CERTIFIED STORM WATER OPERATOR AND MAINTAINED BY CONTRACTOR EVERY 7 DAYS AND AFTER EVERY SIGNIFICANT RAIN EVENT IN ACCORDANCE WITH NPDES PERMIT BY RULE REQUIREMENTS IF APPLICABLE. 20) EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED. EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED. 21) BEST MANAGEMENT PRACTICES WILL BE UTILIZED DURING AND AFTER CONSTRUCTION OF THE PROJECT. BEST MANAGEMENT PRACTICES WILL BE UTILIZED DURING AND AFTER CONSTRUCTION OF THE PROJECT. MEASURES WILL INCLUDE THE USE OF SILT FENCING, SEEDING AND MULCHING, SEDIMENT INLET FILTERS, COMPACTION AND PAVING. THE OWNER OF THE SUBJECT PARCEL SHALL HAVE THE RESPONSIBILITY TO MAINTAIN THE PERMANENT SOIL EROSION PROTECTION MEASURES.
AutoCAD SHX Text CONTROL MEASURE KEY SELECTIVE GRADING & SHAPING, PERMANENT HYDROSEEDING, PERMANENT. TYPICAL IN ALL NON-PAVED AREAS DISTURBED BY PERMANENT. TYPICAL IN ALL NON-PAVED AREAS DISTURBED BY PERMANENT. TYPICAL IN ALL NON-PAVED AREAS DISTURBED BY TYPICAL IN ALL NON-PAVED AREAS DISTURBED BY TYPICAL IN ALL NON-PAVED AREAS DISTURBED BY IN ALL NON-PAVED AREAS DISTURBED BY IN ALL NON-PAVED AREAS DISTURBED BY ALL NON-PAVED AREAS DISTURBED BY ALL NON-PAVED AREAS DISTURBED BY NON-PAVED AREAS DISTURBED BY NON-PAVED AREAS DISTURBED BY AREAS DISTURBED BY AREAS DISTURBED BY DISTURBED BY DISTURBED BY BY BY CONSTRUCTION ACTIVITIES AGGREGATE COVER, TEMPORARY. TYPICAL ON ALL STREETS DISTURBED BY COVER, TEMPORARY. TYPICAL ON ALL STREETS DISTURBED BY COVER, TEMPORARY. TYPICAL ON ALL STREETS DISTURBED BY TEMPORARY. TYPICAL ON ALL STREETS DISTURBED BY TEMPORARY. TYPICAL ON ALL STREETS DISTURBED BY TYPICAL ON ALL STREETS DISTURBED BY TYPICAL ON ALL STREETS DISTURBED BY ON ALL STREETS DISTURBED BY ON ALL STREETS DISTURBED BY ALL STREETS DISTURBED BY ALL STREETS DISTURBED BY STREETS DISTURBED BY STREETS DISTURBED BY DISTURBED BY DISTURBED BY BY BY CONSTRUCTION ACTIVITIES PAVING, PERMANENT, TYPICAL ON ALL STREETS DISTURBED BY CONSTRUCTION PERMANENT, TYPICAL ON ALL STREETS DISTURBED BY CONSTRUCTION PERMANENT, TYPICAL ON ALL STREETS DISTURBED BY CONSTRUCTION TYPICAL ON ALL STREETS DISTURBED BY CONSTRUCTION TYPICAL ON ALL STREETS DISTURBED BY CONSTRUCTION ON ALL STREETS DISTURBED BY CONSTRUCTION ON ALL STREETS DISTURBED BY CONSTRUCTION ALL STREETS DISTURBED BY CONSTRUCTION ALL STREETS DISTURBED BY CONSTRUCTION STREETS DISTURBED BY CONSTRUCTION STREETS DISTURBED BY CONSTRUCTION DISTURBED BY CONSTRUCTION DISTURBED BY CONSTRUCTION BY CONSTRUCTION BY CONSTRUCTION BY CONSTRUCTION CONSTRUCTION CONSTRUCTION ACTIVITIES. SILTSACK, TEMPORARY, TYPICAL AT ALL CATCH BASINS WITHIN OR DISTURBED BY TEMPORARY, TYPICAL AT ALL CATCH BASINS WITHIN OR DISTURBED BY TEMPORARY, TYPICAL AT ALL CATCH BASINS WITHIN OR DISTURBED BY TYPICAL AT ALL CATCH BASINS WITHIN OR DISTURBED BY TYPICAL AT ALL CATCH BASINS WITHIN OR DISTURBED BY AT ALL CATCH BASINS WITHIN OR DISTURBED BY AT ALL CATCH BASINS WITHIN OR DISTURBED BY ALL CATCH BASINS WITHIN OR DISTURBED BY ALL CATCH BASINS WITHIN OR DISTURBED BY CATCH BASINS WITHIN OR DISTURBED BY CATCH BASINS WITHIN OR DISTURBED BY BASINS WITHIN OR DISTURBED BY BASINS WITHIN OR DISTURBED BY WITHIN OR DISTURBED BY WITHIN OR DISTURBED BY OR DISTURBED BY OR DISTURBED BY DISTURBED BY DISTURBED BY BY BY CONSTRUCTION ACTIVITIES FILTER BMP EXHIBIT 8A, SILT FENCE, TEMPORARY. TYPICAL IN ALL AREAS, BMP EXHIBIT 8A, SILT FENCE, TEMPORARY. TYPICAL IN ALL AREAS, BMP EXHIBIT 8A, SILT FENCE, TEMPORARY. TYPICAL IN ALL AREAS, EXHIBIT 8A, SILT FENCE, TEMPORARY. TYPICAL IN ALL AREAS, EXHIBIT 8A, SILT FENCE, TEMPORARY. TYPICAL IN ALL AREAS, 8A, SILT FENCE, TEMPORARY. TYPICAL IN ALL AREAS, 8A, SILT FENCE, TEMPORARY. TYPICAL IN ALL AREAS, SILT FENCE, TEMPORARY. TYPICAL IN ALL AREAS, SILT FENCE, TEMPORARY. TYPICAL IN ALL AREAS, FENCE, TEMPORARY. TYPICAL IN ALL AREAS, FENCE, TEMPORARY. TYPICAL IN ALL AREAS, TEMPORARY. TYPICAL IN ALL AREAS, TEMPORARY. TYPICAL IN ALL AREAS, TYPICAL IN ALL AREAS, TYPICAL IN ALL AREAS, IN ALL AREAS, IN ALL AREAS, ALL AREAS, ALL AREAS, AREAS, AREAS, ESPECIALLY ADJACENT TO STREAMS, PONDS, ETC. AND ALONG PROJECT UNITS. DENOTES GRAVEL ACCESS APPROACH. APPROACH SHALL BE INSTALLED TO GRAVEL ACCESS APPROACH. APPROACH SHALL BE INSTALLED TO GRAVEL ACCESS APPROACH. APPROACH SHALL BE INSTALLED TO ACCESS APPROACH. APPROACH SHALL BE INSTALLED TO ACCESS APPROACH. APPROACH SHALL BE INSTALLED TO APPROACH. APPROACH SHALL BE INSTALLED TO APPROACH. APPROACH SHALL BE INSTALLED TO APPROACH SHALL BE INSTALLED TO APPROACH SHALL BE INSTALLED TO APPROACH SHALL BE INSTALLED TO SHALL BE INSTALLED TO SHALL BE INSTALLED TO BE INSTALLED TO BE INSTALLED TO INSTALLED TO INSTALLED TO TO TO PROVIDE STABLE ACCESS TO ROADWAYS AND MINIMIZE DUST AND TRACKING OF STABLE ACCESS TO ROADWAYS AND MINIMIZE DUST AND TRACKING OF STABLE ACCESS TO ROADWAYS AND MINIMIZE DUST AND TRACKING OF ACCESS TO ROADWAYS AND MINIMIZE DUST AND TRACKING OF ACCESS TO ROADWAYS AND MINIMIZE DUST AND TRACKING OF TO ROADWAYS AND MINIMIZE DUST AND TRACKING OF TO ROADWAYS AND MINIMIZE DUST AND TRACKING OF ROADWAYS AND MINIMIZE DUST AND TRACKING OF ROADWAYS AND MINIMIZE DUST AND TRACKING OF AND MINIMIZE DUST AND TRACKING OF AND MINIMIZE DUST AND TRACKING OF MINIMIZE DUST AND TRACKING OF MINIMIZE DUST AND TRACKING OF DUST AND TRACKING OF DUST AND TRACKING OF AND TRACKING OF AND TRACKING OF TRACKING OF TRACKING OF OF OF MATERIALS ONTO PUBLIC STREETS AND HIGHWAYS. THE APPROACH SHALL BE A ONTO PUBLIC STREETS AND HIGHWAYS. THE APPROACH SHALL BE A ONTO PUBLIC STREETS AND HIGHWAYS. THE APPROACH SHALL BE A PUBLIC STREETS AND HIGHWAYS. THE APPROACH SHALL BE A PUBLIC STREETS AND HIGHWAYS. THE APPROACH SHALL BE A STREETS AND HIGHWAYS. THE APPROACH SHALL BE A STREETS AND HIGHWAYS. THE APPROACH SHALL BE A AND HIGHWAYS. THE APPROACH SHALL BE A AND HIGHWAYS. THE APPROACH SHALL BE A HIGHWAYS. THE APPROACH SHALL BE A HIGHWAYS. THE APPROACH SHALL BE A THE APPROACH SHALL BE A THE APPROACH SHALL BE A THE APPROACH SHALL BE A APPROACH SHALL BE A APPROACH SHALL BE A SHALL BE A SHALL BE A BE A BE A A A MIN. OF 12' WIDE, 6" DEEP, AND CONSIST OF 2"-4" AGGREGATE.
AutoCAD SHX Text NOTE: SOIL EROSION AND SEDIMENTATION CONTROL MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES EROSION AND SEDIMENTATION CONTROL MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES EROSION AND SEDIMENTATION CONTROL MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES AND SEDIMENTATION CONTROL MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES AND SEDIMENTATION CONTROL MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES SEDIMENTATION CONTROL MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES SEDIMENTATION CONTROL MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES CONTROL MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES CONTROL MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES INDICATED ARE KNOWN OR ANTICIPATED CONTROL MEASURES ARE KNOWN OR ANTICIPATED CONTROL MEASURES ARE KNOWN OR ANTICIPATED CONTROL MEASURES KNOWN OR ANTICIPATED CONTROL MEASURES KNOWN OR ANTICIPATED CONTROL MEASURES OR ANTICIPATED CONTROL MEASURES OR ANTICIPATED CONTROL MEASURES ANTICIPATED CONTROL MEASURES ANTICIPATED CONTROL MEASURES CONTROL MEASURES CONTROL MEASURES MEASURES MEASURES NEEDED DURING TYPICAL CONSTRUCTION ACTIVITIES. ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO DURING TYPICAL CONSTRUCTION ACTIVITIES. ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO DURING TYPICAL CONSTRUCTION ACTIVITIES. ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO TYPICAL CONSTRUCTION ACTIVITIES. ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO TYPICAL CONSTRUCTION ACTIVITIES. ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO CONSTRUCTION ACTIVITIES. ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO CONSTRUCTION ACTIVITIES. ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO ACTIVITIES. ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO ACTIVITIES. ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO ADDITIONAL CONTROL MEASURES MAY BE REQUIRED DUE TO CONTROL MEASURES MAY BE REQUIRED DUE TO CONTROL MEASURES MAY BE REQUIRED DUE TO MEASURES MAY BE REQUIRED DUE TO MEASURES MAY BE REQUIRED DUE TO MAY BE REQUIRED DUE TO MAY BE REQUIRED DUE TO BE REQUIRED DUE TO BE REQUIRED DUE TO REQUIRED DUE TO REQUIRED DUE TO DUE TO DUE TO TO TO CONSTRUCTION ACTIVITY, LOCATION, SOIL TYPE, WEATHER EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND ACTIVITY, LOCATION, SOIL TYPE, WEATHER EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND ACTIVITY, LOCATION, SOIL TYPE, WEATHER EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND LOCATION, SOIL TYPE, WEATHER EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND LOCATION, SOIL TYPE, WEATHER EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND SOIL TYPE, WEATHER EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND SOIL TYPE, WEATHER EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND TYPE, WEATHER EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND TYPE, WEATHER EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND WEATHER EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND WEATHER EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND EVENT, ETC. ALL ADDITIONAL SOIL EROSION AND ETC. ALL ADDITIONAL SOIL EROSION AND ETC. ALL ADDITIONAL SOIL EROSION AND ALL ADDITIONAL SOIL EROSION AND ALL ADDITIONAL SOIL EROSION AND ADDITIONAL SOIL EROSION AND ADDITIONAL SOIL EROSION AND SOIL EROSION AND SOIL EROSION AND EROSION AND EROSION AND AND AND SEDIMENTATION CONTROL MEASURES WILL BE INCIDENTAL TO THE CONSTRUCTION CONTRACT.
AutoCAD SHX Text LEGEND MICHIGAN UNIFIED KEYING SYSTEM (MUKS) BEST MANAGEMENT PRACTICE (BMP) TEMPORARY CONTROL MEASURE (DURING CONSTRUCTION AND UNTIL PERMANENT MEASURES ARE ESTABLISHED PERMANENT CONTROL MEASURE
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GENERAL SOIL EROSION MEASURES (APPLICABLE TO ENTIRE SITE)
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ENGINEER
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COLIN
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NO.
0' 15' 30' 45' 60'
SCALE: 1" = 30'
NOTE:
ALL UTILITIES SHOWN ARE APPROXIMATE LOCATIONS DERIVED FROM ACTUAL
MEASUREMENTS AND AVAILABLE RECORDS. THEY SHOULD NOT BE INTERPRETED TO
BE THE EXACT LOCATION NOR SHOULD IT BE ASSUMED THAT THEY ARE THE ONLY
UTILITIES IN THIS AREA.
Know what's below.
Call before you dig.
DEMOLITION PLAN SITE PLAN
DATE BY CITY OF GRAND RAPIDS FILE NO.
Sheet No.
CHECKED
KENT COUNTY, MICHIGAN
NO.
GRAND RAPIDS PUBLIC SCHOOLS
REVISION
Byron Center, MI
(616) 277-2185 www.VKcivil.com
Kalamazoo, MI
(269) 697-7120
CMF
NEFFOR BIDDING10/20/2026
2027 PAVING PROJECTS
KENT HILLS PLAYGROUND C400
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AutoCAD SHX Text SOIL BORING LOG SB:K-4 ELEV:755.75 (07-01-2024) 0" - 5.5" ASPHALT - 5.5" ASPHALT 5.5" ASPHALT ASPHALT 5.5" - 9" TOPSOIL - 9" TOPSOIL 9" TOPSOIL TOPSOIL 9" - 30" SANDY CLAY (STIFF, BROWN, MOIST) - 30" SANDY CLAY (STIFF, BROWN, MOIST) 30" SANDY CLAY (STIFF, BROWN, MOIST) SANDY CLAY (STIFF, BROWN, MOIST) SB:K-5 ELEV:755.63 (07-01-2024) 0" - 3" ASPHALT - 3" ASPHALT 3" ASPHALT ASPHALT 3" - 18" GRAVEL - 18" GRAVEL 18" GRAVEL GRAVEL 18" - 30" SANDY CLAY (VERY STIFF, BROWN, MOIST)- 30" SANDY CLAY (VERY STIFF, BROWN, MOIST)30" SANDY CLAY (VERY STIFF, BROWN, MOIST)SANDY CLAY (VERY STIFF, BROWN, MOIST)
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HATCH LEGEND
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LINE LEGEND
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EXISTING OVERHEAD ELECTRIC
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PROPOSED OVERHEAD ELECTRIC
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EXISTING UNDERGROUND ELECTRIC
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PROPOSED UNDERGROUND ELECTRIC
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EXISTING GAS
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PROPOSED GAS
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EXISTING COMMUNICATIONS
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PROPOSED COMMUNICATIONS
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EXISTING FENCE
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PROPOSED FENCE
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RIGHT OF WAY
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EASEMENT
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SETBACK
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EXISTING GRAVEL
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PROPOSED GRAVEL
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EXISTING STORM SEWER
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PROPOSED STORM SEWER
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EXISTING SANITARY SEWER
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PROPOSED SANITARY SEWER
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EXISTING WATERMAIN
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PROPOSED WATERMAIN
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PROPOSED SWALE CENTERLINE
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CO
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MB
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TREE STUMP
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EXISTING TREE
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LIGHT POLE
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POWER POLE
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CLEANOUT
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SANITARY SEWER MANHOLE
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STORM CATCH BASIN
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STORM MANHOLE
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SIGN
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HYDRANT
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VALVE
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MAILBOX
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FLOW DIRECTION ARROW
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RIP RAP
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BOLLARD
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SYMBOL LEGEND
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COM/ELEC STRUCTURE
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SECTION CORNER
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PROPERTY CORNER - SET
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PROPERTY CORNER - FOUND
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BENCHMARK/CONTROL POINT
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SOIL BORING
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WELL
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GUYWIRE
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GAS METER
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MILL HOT MIXED ASPHALT
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REMOVE PAVEMENT FULL DEPTH
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EXISTING CONCRETE
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EXISTING GRAVEL
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PROPOSED 3.5" HOT MIXED ASPHALT PER LIGHT DUTY PAVEMENT DETAIL
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PROPOSED SEEDED LAWN
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EXISTING CONCRETE
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PROPOSED CONCRETE
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1445 EMERALD AVE NE G R PUBLIC SCHOOLS 41-14-17-301-004
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NO.
COVELL AVE COVELL AVE
0' 15' 30' 45' 60'
SCALE: 1" = 30'
DEMOLITION PLAN SITE PLAN
DATE BY CITY OF GRAND RAPIDS FILE NO.
Sheet No.
CHECKED
KENT COUNTY, MICHIGAN
NO.
GRAND RAPIDS PUBLIC SCHOOLS
REVISION
Byron Center, MI
(616) 277-2185 www.VKcivil.com
Kalamazoo, MI
(269) 697-7120
CMF
NEFFOR BIDDING10/20/2026
2027 PAVING PROJECTS
CA FROST PARKING LOT C500
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AutoCAD SHX Text SOIL BORING LOG SB:F-1 ELEV:749.57 (07-01-2024) 0" - 2" ASPHALT - 2" ASPHALT 2" ASPHALT ASPHALT 2" - 8" GRAVEL - 8" GRAVEL 8" GRAVEL GRAVEL 8" - 18" SAND (LOOSE, BROWN, FINE GRAINED, MOIST) - 18" SAND (LOOSE, BROWN, FINE GRAINED, MOIST) 18" SAND (LOOSE, BROWN, FINE GRAINED, MOIST) SAND (LOOSE, BROWN, FINE GRAINED, MOIST) 18" - 30" SANDY CLAY (VERY STIFF, BROWN,TRACE GRAVEL, MOIST) - 30" SANDY CLAY (VERY STIFF, BROWN,TRACE GRAVEL, MOIST) 30" SANDY CLAY (VERY STIFF, BROWN,TRACE GRAVEL, MOIST) SANDY CLAY (VERY STIFF, BROWN,TRACE GRAVEL, MOIST) SB:F-2 ELEV:751.49 (07-01-2024) 0" - 5" ASPHALT - 5" ASPHALT 5" ASPHALT ASPHALT 5" - 12" GRAVEL - 12" GRAVEL 12" GRAVEL GRAVEL 12" - 30"…
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