GRPS 2027 PAVING PROJECTS - Add 01.pdf
PDF 2 MB Posted
- Attached to
- PAVING BIDDING
- Solicitation number
- RFP GRP 270000000152 2
- Issued by
- Michigan
About this file
This document is an addendum to the 2027 Paving Projects bidding package for Grand Rapids Public Schools (GRPS) in Kent County, Michigan, prepared by VK Civil Engineering. The addendum, dated October 30, 2026, covers three paving project sites: Kent Hills Playground, CA Frost Parking Lot, and associated project details. The projects involve removal and replacement of existing asphalt pavement and related site improvements. The original bidding deadline was October 20, 2026, with this addendum issued on October 30, 2026. The documentation includes demolition plans, site plans, soil boring logs, utility locations, and comprehensive construction details for both parking lot and playground improvements, indicating that bidders were required to reference this addendum in conjunction with the base bidding documents.
The technical specifications detail pavement requirements including hot mixed asphalt applications at varying thicknesses (ranging from 3.5 inches for light duty to 5 inches for parking lots), concrete sidewalk and curb work, and site preparation requirements such as proof rolling with an onsite geotechnical consultant for the parking lot. Soil boring data from July 1, 2024, documents existing subsurface conditions at multiple locations. The CA Frost Parking Lot portion specifies a reduction from 68 existing parking spaces (including 3 ADA spaces) to 65 proposed spaces (maintaining 3 ADA spaces). Construction details encompass drainage infrastructure, utility accommodations, light pole installations, ADA-compliant ramp and sidewalk specifications, and site stabilization measures including silt fencing. The document emphasizes that utility locations shown are approximate and bidders must coordinate with utility locating services before excavation.
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Text version
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
STKADDENDUM 0110/30/2026
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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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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STORM FLARED END SECTION
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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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ENGINEER
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NO.
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COVELL AVE COVELL AVE
0' 15' 30' 45' 60'
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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
STKADDENDUM 0110/30/2026
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" SAND (MEDIUM DENSE, BROWN, FINE TO MEDIUM GRAINED, TRACE GRAVEL, MOIST) - 30" SAND (MEDIUM DENSE, BROWN, FINE TO MEDIUM GRAINED, TRACE GRAVEL, MOIST) 30" SAND (MEDIUM DENSE, BROWN, FINE TO MEDIUM GRAINED, TRACE GRAVEL, MOIST) SAND (MEDIUM DENSE, BROWN, FINE TO MEDIUM GRAINED, TRACE GRAVEL, MOIST) SB:F-3 ELEV:750.77 (07-01-2024) 0" - 2" ASPHALT - 2" ASPHALT 2" ASPHALT ASPHALT 2" - 10" GRAVEL - 10" GRAVEL 10" GRAVEL GRAVEL 10" - 24" CLAYEY TOPSOIL - 24" CLAYEY TOPSOIL 24" CLAYEY TOPSOIL CLAYEY TOPSOIL 24" - 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-4 ELEV:751.49 (07-01-2024) 0" - 3.5" ASPHALT - 3.5" ASPHALT 3.5" ASPHALT ASPHALT 3.5" - 18" GRAVEL - 18" GRAVEL 18" GRAVEL GRAVEL 18" - 30" CLAYEY SAND (LOOSE, BROWN, FINE TO MEDIUM GRAINED, TRACE GRAVEL, MOIST)- 30" CLAYEY SAND (LOOSE, BROWN, FINE TO MEDIUM GRAINED, TRACE GRAVEL, MOIST)30" CLAYEY SAND (LOOSE, BROWN, FINE TO MEDIUM GRAINED, TRACE GRAVEL, MOIST)CLAYEY SAND (LOOSE, BROWN, FINE TO MEDIUM GRAINED, TRACE GRAVEL, MOIST)FINE TO MEDIUM GRAINED, TRACE GRAVEL, MOIST)
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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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STORM FLARED END SECTION
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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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LINE LEGEND
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LANDSCAPING
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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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HATCH LEGEND
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EXISTING HOT MIXED ASPHALT
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PROPOSED 3.5" HOT MIXED ASPHALT PER LIGHT DUTY PAVEMENT DETAIL
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EXISTING CONCRETE
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PROPOSED CONCRETE
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REMOVE PAVEMENT FULL DEPTH
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DEMO CONCRETE
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EXISTING GRAVEL
AutoCAD SHX Text ONCE PAVEMENT IS REMOVED CONTRACTOR SHALL PROOFROLL ENTIRE PARKING LOT WITH ONSITE GEOTECHNICAL CONSULTANT PRESENT. ALL CONCERN AREAS OF GRAVEL SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL BE EXCAVATED AND A MINIMUM OF 6 INCHES OF MDOT 21AA GRAVEL SHALL BE PLACED AND COMPACTED TO MDOT STANDARDS. AREAS OF GRAVEL REPLACEMENT SHALL BE PROOFROLLED UNTIL ACCEPTED, ONCE PROOFROLL IS ACCEPTED, THE GRAVEL SHALL BE FINE GRADED TO ENSURE PROPER DRAINAGE TO EXISTING CATCH BASINS AND DRAINAGE PATTERNS PRIOR TO PAVING.
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PROPOSED FULL DEPTH PARKING LOT HOT MIXED ASPHALT
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MILL HOT MIXED ASPHALT
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REMOVE EARTH FOR PAVEMENT
AutoCAD SHX Text PARKING COUNT TABLE: EXISTING PARKING SPACES: 68 TOTAL (3 ADA SPACES) PROPOSED PARKING SPACES: 65 TOTAL (3 ADA SPACES)
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MILL 2" HOT MIXED ASPHALT & REMOVE 1.5" GRAVEL
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PROPOSED 5" HOT MIXED ASPHALT PER PARKING LOT PAVEMENT DETAIL
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NO.
6201064514
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
STKADDENDUM 0110/30/2026
PROJECT DETAILS C600
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.
2" MDOT 5EL TOP COURSE
OVER BOND COAT 3" MDOT 3EL BASE COURSE
8" AGGREGATE BASE MDOT 21AA
(EXISTING TO REMAIN)
12" SAND SUBBASE MDOT CL II SAND
(EXISTING TO REMAIN)
PARKING LOT PAVING DETAIL
6" MIN. SAND SUBBASE
MDOT CI II SAND
(EXISTING TO REMAIN)2%
6" THICK MIN. CONCRETE
NOTES:
1. 1/4" WIDE TOOLED CONTRACTION JOINTS TO
1.5" DEPTH AT 5 FOOT INTERVALS.
2. WHERE SIDEWALK IS PLACED ADJACENT TO CURB
AND GUTTER, CONTRACTION JOINTS SHALL LINE
UP WITH CURB AND GUTTER JOINTS.
3. ISOLATION JOINTS WHERE PAVEMENT ABUTS
PROPOSED STRUCTURES OR OTHER PAVEMENTS.
4. EXPANSION JOINTS SHALL BE PLACED NO
FURTHER THAN 40' APART.
5. RUNNING SLOPE OF SIDEWALK TO BE LESS THAN
5% (EXCLUDING RAMPS AND LANDINGS)
CONCRETE SIDEWALK DETAIL
18-INCH MIN. SAND SUBBASE MDOT CI II SAND
(EXISTING TO REMAIN)
8-INCH THICK 4,000 PSI PORTLAND CEMENT
CONCRETE WITH #4 BARS @ 12" O.C. E.W.
NOTES:
1. 1/4" WIDE SAWCUT CONTROL JOINTS TO 2.5"
DEPTH AT 10' O.C. EACH DIRECTION WITHIN 12
HOURS OF FINISHING CONCRETE.
2. ISOLATION JOINTS WHERE PAVEMENT ABUTS
PROPOSED STRUCTURES OR OTHER PAVEMENTS.
1' 1'
HEAVY DUTY CONCRETE PAVEMENT DETAIL
4' 2'
5"
1'
2'
4" CONCRETE FILLED STEEL BOLLARDS
W/ PLASTIC POSTGUARD
CONCRETE ENCASEMENT
FOR BOLLARDS
PIPE BOLLARD DETAIL
(10' O/C)
WOODEN STAKE
EX GROUND
24" HIGH SILT
FLOW
FENCE
INTO SOIL
FENCE FLAP
TOE SILT BURY MIN. 6"
SILT FENCE DETAIL
EXPANSION
RESTRAINT
1" REBAR FOR
SACK REMOVAL
BASIN GRATE
SILT SACK DETAIL
2'
SU
M P
4'
OR AS LABELED
ON PLANS
2'
6"
6" MIN. 12" MAX.
CONCRETE
ADJUSTING RINGS
OUTLET PIPE AS
SHOWN ON PLANS
PRECAST CONCRETE
SECTION
PRECAST CONCRETE
REINFORCED BASE
PLACE RUBBER BOOT
SEAL WITH GROUT
PLACE MANHOLE
STEPS CONFORMING
TO ASTM C-478 AT 16"
ON CENTER
CASTING TYPE AS INDICATED
ON GRADING PLAN
CATCH BASIN DETAIL
BOLT COVER
SEE SITE PLAN
FOR MULTI HEAD
LOCATIONS - VERIFY
ON SITE
3/4" CHAMFER
GRADE
(4) 3/4" X 25' LONG ANCHOR
BOLTS BY POLE SUPPLIER
PROJECT 4" ABOVE TOP OF
CONC. BASE
REINFORCED CONC. BASE
W/(4) #5 VERT., W/
#3 @ TOP OF BASE
BY GENERAL CONTR.
EXPOSED CONC. SHALL
BE HAND FINISHED
SEE PLANS FOR
TYPE OF WIRING
PVC TO RIGID
CONDUIT ADAPTER
2'
4'
MIN 6" @ AREA
INACCESSIBLE TO
VEHICLE IMPACT
26" @ AREA WHERE VEHICLE
IMPACT IS PROBABLE
SEE SITE PLAN
8" X 8'-0" COPPER GROUND
WIRE W/#6 BARE COPPER
TO POLE
PARKING POLE LIGHT
POLE - 20' OR SEE PHOTOMETRIC FOR
HEIGHT
POLE BASE TO BE APPROVED BY LIGHT MANUFACTURER ONCE LIGHT POLE
IS CHOSEN
POLE BASE DETAIL AT GRADE
1.5" MDOT 5EL TOP COURSE
OVER BOND COAT 2" MDOT 4EL BASE COURSE
6" AGGREGATE BASE MDOT 21AA
(EXISTING TO REMAIN)
12" SAND SUBBASE MDOT CL II SAND
(EXISTING TO REMAIN)
HMA LIGHT DUTY PAVING DETAIL
SEE HEAVY DUTY CONCRETE CROSS SECTION 8" DEEP
UTILITY CASTING
8'
8'
CONCRETE PAD AROUND UTILITY CASTINGS
2'
0.
2'
HMA VALLEY GUTTER
NOT TO SCALE
(5) ADAPTER
ANGLES
VARIABLE 0° - 360°
ACCORDING TO
PLANS
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6" MIN. BASED ON
MANUFACTURING REQ.)
4" MIN
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
PLANS/TAKE OFF)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,
ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),
PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC
WATERTIGHT JOINT
(CORRUGATED HDPE SHOWN)
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.
RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS.
SEE DRAWING NO. 7001-110-065.
4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP
& PVC SEWER.
5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012.
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
NYLOPLAST DRAIN BASIN
DOWNSPOUT DETAIL
SDR-35 PVC
PIE AND FITTING
FOUNDATION
4"
3"
EXISTING DOWNSPOUT
BELL END
STORM SEWER
PVC WYE
FINISH GRADE
1.5'MIN
3" MIN UNDERCUT
TRENCH WIDTH=Dx2
AGGREGATE BASE MDOT 21AA
(EXISTING TO REMAIN)
SAND SUBBASE MDOT CL II SAND
(EXISTING TO REMAIN)
6" UNDERDRAIN SLCPP PERFORATED
W/ SOCK
PAVEMENT SECTION PER DETAIL
TYPICAL PIPE BEDDING UNDER
PAVEMENT DETAIL
COMPACTED SUBGRADE
COMPACTED BACKFILL ABOVE PIPE
EMBEDMENT ZONE SHALL BE CLEAN SITE
SUBSOIL OR MDOT GRANULAR MATERIAL,
WHEN EXCAVATED AREA IS WITHIN A 10'
MIN. DISTANCE FROM ROAD SURFACES,
DRIVES, PAVED AREAS, ETC.
MINIMUM WIDTH OF
TRENCH AT 12" ABOVE PIPE
IS 18" OR THE OUTSIDE PIPE
DIAMETER PLUS 6"
12" MINIMUM PIPE EMBEDMENT ZONE
BACKFILL TO BE MDOT
CLASS II SAND
CONCRETE CURB & GUTTER
MDOT DETAIL F4
9"
3 4 "
1'
2"
6"
2'
5"
1 34"
4" 4"
5 12"
2"R 2"R
6X6 - W 1.4 X W 1.4 W.W.F.
5'
MDOT P2 CONCRETE
W/ LIMESTONE AGG
4"
6"
3/4" RAD.
#5 BAR
T. & B.
6"6"
12"
CONCRETE TURNDOWN EDGE DETAIL FOR ALL
RAISED CONCRETE ADJACENT TO DRIVE AREA
RAMP
LENGTH
ADA PLATES
RAMP
A
A
SIDEWALKWIDTH
SIDEWALK
EXPANSION
JOINTS
RAMP
LENGTH
LANDING
WIDTH
ADA PLATES
SIDEWALK
SIDEWALK
EXPANSION
JOINTSA-A
NOTES:
1. THE BOTTOM EDGE OF THE LANDING AND THE TOP
EDGE OF CURB SHALL BE FLUSH WITH THE EDGE OF
ADJACENT PAVEMENT AND GUTTER LINE.
2. CURB RAMP SURFACE SHALL BE COARSE BROOMED
TRANSVERSE TO THE RUNNING SLOPE.
3. LANDING SHALL HAVE A MINIMUM CLEAR
DIMENSION OF 4'X4' AND A RUNNING SLOPE OF 2%
MAX.
PARALLEL CURB RAMP DETAIL
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ENGINEER
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COLIN
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FINCH
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NO.
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#4 BAR
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0.061 CYD/LFT
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File details come from the government source that posted it. Updated .