I31-06122 Ishpeming Tennis Court Upgrades_Drawings_2026.04.10.pdf
PDF 3 MB Posted
- Attached to
- Ishpeming Tennis Court Upgrades
- Solicitation number
- RFP IPSD 260000001778 1
- Issued by
- Luce County, Michigan
About this file
This is a set of technical drawings for the Ishpeming Tennis Court Upgrades project issued for bidding on April 10, 2026, by Ishpeming Public School District located at 319 E. Division Street, Ishpeming, Michigan 49849. The project encompasses comprehensive upgrades to eight tennis courts including demolition of existing facilities, installation of new playing surfaces, and site improvements. Key work items include removal of approximately 6,200 square yards of existing HMA pavement, demolition of a locker room building (with a constraint that demolition cannot occur until November 16, 2026), removal of existing fencing and ticket booths, and removal of a shed. The proposed scope includes installation of 4,070 square yards of tennis court surfacing for one area and 1,440 square yards for another, approximately 1,230 feet of chain-link fencing at varying heights (6 feet, 10 feet, and 20 feet), five 3-foot-wide personnel gates, one 15-foot access gate, and 4,200 square yards of asphalt seal coating coordinated with an adjacent football upgrades project. Tennis court details specify eight courts with standard playing lines for both tennis and pickleball configurations, net post installations with concrete footings, and court markings with 3-inch base lines and 2-inch playing lines.
The project drawings specify all materials and workmanship shall comply with Michigan Department of Transportation Standard Specifications for Construction, 2020 Edition. Aggregate base requirements include 8 inches of MDOT 22A Type A2 material for court rehabilitation and 12 inches of MDOT Class II Type A5 subbase in expansion areas, with HMA pavement varying from 2 inches to 2.5 inches depending on location. The contractor is responsible for all construction staking and layout, site permits, erosion control measures including silt fencing, utility coordination through 811 notification, and site restoration with minimum 4-inch topsoil, seed, mulch, and fertilizer. The project requires careful attention to positive drainage, with specific notation that water must drain away from all tennis court surfaces and buildings. Contractors are instructed to conduct site visits to verify existing conditions prior to bidding, as all quantities listed are approximate and contractors must make their own determinations. The project is coordinated with an adjacent football upgrades project requiring contractor coordination of HMA paving and seal coating activities.
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| I31-06122 Ishpeming Tennis Courts Upgrades_Specifications_2026.04.10.pdf |
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UTILITY COORDINATION:
PLAN OF PROPOSED
319 E. DIVISION STREET, ISHPEMING, MI 49849
U.P. ENGINEERS & ARCHITECTS, INC.
ENGINEERING ARCHITECTURE PLANNING SURVEYING ENVIRONMENTAL
ISHPEMING PUBLIC SCHOOL DISTRICT
TENNIS COURT UPGRADES
WATER, SANITARY, AND STORM:
CABLE:
TELEPHONE:
GAS:
MARQUETTE COUNTY, MICHIGAN
ELECTRIC:
VICINITY MAP
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OAK STREET
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EMPIRE STREET
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4,000 SYD OF HMA SURFACE REMOVAL
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REMOVE EXISTING FENCE (TYP)
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SAWCUT PAVEMENT EDGE (TYP)
AutoCAD SHX Text GENERAL SITE DEMOLITION NOTES: 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 ITEM. 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. EXISTING DOOR LOCKSETS SHALL BE SALVAGED AND PROVIDED TO THE OWNER. 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. 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 ADDITIONAL COST TO THE ORIGINAL CONTRACT. 5. 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.
AutoCAD SHX Text GENERAL NOTES: : 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR CONSTRUCTION 2020 EDITION, UNLESS OTHERWISE NOTED. 2. ALL QUANTITIES LISTED ON THE PLANS ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. ALL QUANTITIES LISTED ON THE PLANS ARE APPROXIMATE AND FOR GENERAL INFORMATION ONLY. THE CONTRACTOR SHALL MAKE THEIR OWN DETERMINATION ON PROJECT QUANTITIES. 3. EXISTING TOPOGRAPHIC AND UTILITY INFORMATION BASED UPON SURVEYS PERFORMED BY U.P. EXISTING TOPOGRAPHIC AND UTILITY INFORMATION BASED UPON SURVEYS PERFORMED BY U.P. ENGINEERS & ARCHITECTS, INC. SUPPLEMENTAL UTILITY INFORMATION BASED UPON CONSTRUCTION PLANS AND UTILITY MAPS PROVIDED BY THE OWNER. CONTRACTOR SHALL USE EVERY PRECAUTION IN EXCAVATING FOR NEW UTILITIES SINCE ACTUAL UNDERGROUND UTILITIES MAY NOT BE AS SHOWN. CONTRACTOR SHALL MAKE HIMSELF THOROUGHLY FAMILIAR WITH ALL UNDERGROUND UTILITY LOCATIONS PRIOR TO ANY EXCAVATION AND VERIFY LOCATIONS AND DEPTHS OF ALL UTILITIES, INCLUDING THOSE SHOWN AND NOT SHOWN. 4. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL CONFORM TO LOCAL GOVERNMENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL CONFORM TO LOCAL GOVERNMENT STANDARD SPECIFICATIONS FOR SOIL EROSION AND SEDIMENTATION CONTROL PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING, INSTALLING, CLEANING, MAINTAINING, AND REMOVING ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES NECESSARY DURING CONSTRUCTION AND RESTORATION WORK. 5. CONTRACTOR SHALL MAINTAIN ACCESS TO FACILITIES AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL MAINTAIN ACCESS TO FACILITIES AT ALL TIMES DURING CONSTRUCTION. 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE ADJACENT FOOTBALL UPGRADES PROJECT. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE ADJACENT FOOTBALL UPGRADES PROJECT.
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REMOVE EXISTING NET POSTS & NETTING (TYP - ALL COURTS)
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EXISTING FENCE AND GATE TO REMAIN
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EXISTING FENCE AND GATE TO REMAIN
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1,515 SYD OF HMA SURFACE REMOVAL
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REMOVE EXISTING SHED
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REMOVE EXISTING LOCKER ROOM BUILDING & FOUNDATIONS
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29 SYD OF SIDEWALK REMOVAL
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DISCONNECT AND ABANDON UTILITY SERVICE (COORDINATE W/ UTILITY COMPANY)
NOTE: EXISTING LOCKER ROOM BUILDING CANNOT BE DEMOLISHED UNTIL NOVEMBER, 16 2026
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348 FT OF PROPOSED CHAIN LINK FENCE @ 10'-0" HIGH AROUND TENNIS COURTS
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PROPOSED 3'-0" WIDE CHAIN LINK FENCE PERSONNEL GATE
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PROPOSED 3'-0" WIDE CHAIN LINK FENCE PERSONNEL GATE
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PROPOSED 3'-0" WIDE CHAIN LINK FENCE PERSONNEL GATE
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850 FT OF PROPOSED CHAIN LINK FENCE @ 10'-0" HIGH AROUND TENNIS COURTS
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32 FT OF PROPOSED CHAIN LINK FENCE @ 6'-0" HIGH
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4,200 SYD OF 2" HMA PAVEMENT
AutoCAD SHX Text GENERAL SITE NOTES: 1. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING/LAYOUT. SURROUNDING AMENITIES LOCATIONS ARE CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING/LAYOUT. SURROUNDING AMENITIES LOCATIONS ARE TO BE INSTALLED BASED ON FIELD VERIFICATION OF EXISTING ITEMS AND PROPOSED SITE LAYOUT. 2. ALL SITE PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL SITE PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 3. 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. 4. EXISTING UTILITIES SHOWN HEREIN THIS PLAN SET ARE FOR REPRESENTATION PURPOSES ONLY, 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. 5. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174, THE 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. FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE ACROSS THE ENTIRE SITE AWAY FROM ALL BUILDINGS. FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE ACROSS THE ENTIRE SITE AWAY FROM ALL BUILDINGS. 7. PRIOR TO THE INSTALLATION OF ANY CONCRETE, HMA, OR GRAVEL SURFACES, THE CONTRACTOR IS TO PRIOR TO THE INSTALLATION OF ANY CONCRETE, HMA, OR 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 FINAL SURFACE. 8. CONTRACTOR RESPONSIBLE TO SEED, MULCH, & FERTILIZE ALL DISTURBED AREAS OUTSIDE PAVING LIMITS CONTRACTOR RESPONSIBLE TO SEED, MULCH, & FERTILIZE ALL DISTURBED AREAS OUTSIDE PAVING LIMITS AND AGGREGATE SURFACE LIMITS. 9. SITE RESTORATION SHALL CONSISTS OF MINIMUM OF 4" TOPSOIL, SEED, MULCH, AND FERTILIZER. SITE RESTORATION SHALL CONSISTS OF MINIMUM OF 4" TOPSOIL, SEED, MULCH, AND FERTILIZER. MAINTENANCE WATERING IS REQUIRED UNTIL ACCEPTABLE GRASS COVER HAS BEEN ACHIEVED. IF NO OTHER SPECIFICATION IS AVAILABLE, SEED MIX SHALL BE MDOT "THM" MIX. 10. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE ADJACENT FOOTBALL UPGRADES PROJECT. CONTRACTOR SHALL COORDINATE ALL WORK WITH THE ADJACENT FOOTBALL UPGRADES PROJECT.
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PROPOSED 3'-0" WIDE CHAIN LINK FENCE PERSONNEL GATE
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LIMITS OF 8" AGGREGATE BASE (850 SYD)
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LIMITS OF 4" AGGREGATE BASE (3,350 SYD)
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PROPOSED TENNIS COURT (TYP.-8) (SEE DETAILS SHEET C501)
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85 FT OF PROPOSED CHAIN LINK FENCE @ 6'-0" HIGH
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PROPOSED 15'-0" CHAIN LINK FENCE ACCESS GATE
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1000 SYD OF 2.5" HMA PAVEMENT
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14' (TYP)
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108 FT OF PROPOSED CHAIN LINK FENCE @ 20'-0" HIGH SOUTH END TENNIS COURTS
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SWALE TO PREVENT WATER FLOW ONTO TENNIS COURT SURFACE
AutoCAD SHX Text GENERAL GRADING NOTES: 1. FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE ACROSS TENNIS COURT SURFACE AND PARKING LOT. FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE ACROSS TENNIS COURT SURFACE AND PARKING LOT. 2. SITE CLEARING SHALL INCLUDE SURFACE DEBRIS, DESIGNATED TREES, SHRUBS AND OTHER PLANT LIFE AND SITE CLEARING SHALL INCLUDE SURFACE DEBRIS, DESIGNATED TREES, SHRUBS AND OTHER PLANT LIFE AND ABANDONED UTILITIES INDICATED ON THE DRAWINGS OR AS NECESSARY 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. 3. CONTRACTOR TO GRADE THE SITE ACCORDING TO SITE PLAN. IN THE ABSENCE OF A PLAN, CONTRACTOR 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. 4. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF EROSION CONTROL DEVICES INCLUDING SILT FENCING, CONTRACTOR RESPONSIBLE FOR INSTALLATION OF EROSION CONTROL DEVICES INCLUDING SILT FENCING, BERMS, DITCHES, ETC, THAT MEET LOCAL 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. 5. AT ALL PROPOSED DRIVEWAY AREAS THE CONTRACTOR IS RESPONSIBLE FOR BLENDING THE PROPOSED AT ALL PROPOSED DRIVEWAY AREAS THE CONTRACTOR IS RESPONSIBLE FOR BLENDING THE PROPOSED GRADES TO MATCH TO THE EXISTING ROAD SURFACES. 7. SPECIFIC TO THIS SITE, THE INTENT OF THE GRADED SURFACE IS TO DRAIN WATER OFF OF THE TENNIS SPECIFIC TO THIS SITE, THE INTENT OF THE GRADED SURFACE IS TO DRAIN WATER OFF OF THE TENNIS COURT SURFACE TO PROMOTE POSITIVE DRAINAGE. PRIOR TO INSTALLATION OF THE ANY CONCRETE, HMA, OR 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. SITE RESTORATION SHALL CONSISTS OF MINIMUM OF 4" TOPSOIL, SEED, MULCH, AND FERTILIZER. SITE RESTORATION SHALL CONSISTS OF MINIMUM OF 4" TOPSOIL, SEED, MULCH, AND FERTILIZER. MAINTENANCE WATERING IS REQUIRED UNTIL ACCEPTABLE GRASS COVER HAS BEEN ACHIEVED. IF NO OTHER SPECIFICATION IS AVAILABLE, SEED MIX SHALL BE MDOT "THM" MIX.
AutoCAD SHX Text 1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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OAK STREET
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UTILITY POLE
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TELEPHONE PEDESTAL
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SANITARY MANHOLE
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ELECTRICAL PEDESTAL
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LIGHT POLE
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WATER VALVE
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TREE (DECIDUOUS)
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TREE (CONIFER)
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DOUBLE POLE SIGN
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SINGLE POLE SIGN
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BENCHMARK
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GUY WIRE
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CONTROL POINT
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WV
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PROPERTY BOUNDARY
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TREE LINE
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OVERHEAD TELEPHONE LINE
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OVERHEAD ELECTRIC LINE
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GAS LINE
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WATER LINE
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UNDERGROUND TELEPHONE LINE
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UNDERGROUND ELECTRIC LINE
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SANITARY SEWER
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HYDRANT
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AutoCAD SHX Text Y
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FOUND SURVEY MONUMENT
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SOIL BORING
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STORM MANHOLE
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EX. BITUMINOUS
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MISC. PLAT LINES
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RIGHT OF WAY LINES
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WATER SHUTOFF
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CATCH BASIN
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PROP. BITUMINOUS
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EX. CONCRETE
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PROP. CONCRETE
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LAYOUT POINT
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PLP17
SCALE: 1"=20'
D1 COURT STRIPPING LAYOUT PLAN
A1 TYPICAL NET INSTALLATION
D3 NET END POST INSTALLATION
D4 NET CENTER POST INSTALLATION
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42' CENTER TO CENTER OF NET POSTS
AutoCAD SHX Text NOTES: 1. ALL COURTS SHALL INCLUDE PLAYING LINES FOR STANDARD TENNIS ALL COURTS SHALL INCLUDE PLAYING LINES FOR STANDARD TENNIS COURT LAYOUT AND STANDARD PICKLEBALL COURT LAYOUT. 2. ALL DIMENSIONS SHOWN ARE TO THE OUTSIDE EDGE OF LINES. ALL DIMENSIONS SHOWN ARE TO THE OUTSIDE EDGE OF LINES. 3. ALL BASE LINES SHALL BE 3" WIDE. ALL BASE LINES SHALL BE 3" WIDE. 4. ALL PLAYING LINES SHALL BE 2" WIDE.ALL PLAYING LINES SHALL BE 2" WIDE.
AutoCAD SHX Text 4'-6"
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CENTER MARK 2" WIDE 8" LONG
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BASE
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SERVICE LINE
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SINGLE SIDE LINE
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SINGLE SIDE LINE
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CENTER
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SERVICE
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LINE
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LINE
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SERVICE LINE
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CENTER MARK 2" WIDE 8" LONG
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BASE
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LINE
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CENTER STRAP ANCHOR
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NET
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THE ALLEY
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THE ALLEY
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DOUBLE SIDE LINE
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DOUBLE SIDE LINE
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ADJOINING COURT
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BACKSTOP
AutoCAD SHX Text 13'-6"
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AutoCAD SHX Text 4'-6"
AutoCAD SHX Text 27'
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12' MIN.
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12' MIN.
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21' MIN.
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NET POST
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AutoCAD SHX Text 3'-6"
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36' TYPICAL COURT WIDTH
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CENTER STRAP
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CENTER STRAP ANCHOR
AutoCAD SHX Text NOTE: THE NET SHOULD BE INSTALLED WITH A RECOMMENDED TENSION OF 450 LBS. FOR RECREATIONAL COURTS & 550 LBS FOR PROFESSIONAL COURTS.
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FOOTING PLAN
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SECTION
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COMPACTED SUBGRADE
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NEW POST SET IN SLEEVE
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CONC FOOTING
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TENNIS COURT PAVEMENT
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TENNIS NET
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NET POST
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NET TIGHTENER
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3'-6" MIN.
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NET POST LOCATIONS: 42'-0" TO DOUBLES COURT
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36" SQ.
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NET LINE
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CONC FOOTING
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CENTER STRAP ANCHOR ALIGN PIN WITH TENNIS NET
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FOOTING PLAN
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SECTION
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CENTER STRAP ANCHOR
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CONC FOOTING
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AGGREGATE BASE
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COMPACTED SUBGRADE
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TIE DOWN STRAP
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TENNIS NET
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TENNIS COURT PAVEMENT
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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44'
TYPICAL PARKING STRIPING DETAILD5
HANDICAP PARKING SIGN W/ BOLLARDD3
SILT FENCE INSTALLATION DETAILC1
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COURT REHABILITATION DETAILA1 COURT EXPANSION DETAILA3 PARKING LOT DETAILA5
8' MIN.
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10' MIN.
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AutoCAD SHX Text O.C.
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20' MIN.
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TYP.
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10' MIN.
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10' MIN.
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20' MIN.
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TYP.
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ACCESSIBLE PARKING STALL
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WHITE PAINTED PARKING STRIPE, TYP.
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WHITE PAINTED PARKING STRIPE, TYP.
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EDGE OF ASPHALT
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STANDARD PARKING STALL
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ADA SYMBOL, BLUE BACKGROUND, WHITE SYMBOL
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NOT TO SCALE
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PARKING
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RESERVED
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7'-0" MIN.
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 1'-0"
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WELDED WATERPROOF CAP
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GREEN REFLECTIVE LETTERS
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WHITE REFLECTIVE SYMBOL WITH BLUE REFLECTIVE BACKGROUND
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0.064 ALUMINUM
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WHITE BACKGROUND (PRIME AND TWO COATS OF SEMI GLOSS ENAMEL)
AutoCAD SHX Text PROVIDE (1) SIGN FOR EACH HANDICAP STALL. SIGNS SHALL MEET THE STATE OF MICHIGAN AND ADA REQUIREMENTS
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VAN
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DESIGNATE CAR OR VAN ACCESSIBLE
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6" DIAMETER CONCRETE FILLED STEEL PIPE BOLLARD, PAINTED YELLOW
AutoCAD SHX Text 4'-0"
AutoCAD SHX Text 1'-6"
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CONCRETE SURROUND AROUND PIPE COLUMN
AutoCAD SHX Text 2"x2"x0.188" TUBE, PRIMED BROWN
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3" PVC SLEEVE
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NOTE: PRIOR TO PAINTING, VERIFY COLOR WITH ENGINEER
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NOT TO SCALE
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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 EVENT AND INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT 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 TO SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
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NOT TO SCALE
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4" MDOT 22A (TYPE A2) AGGREGATE BASE, C.I.P.
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EXISTING SUBSURFACE MATERIALS
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NOT TO SCALE
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TENNIS COURT SURFACE SYSTEM
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2" HMA, 4EL
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8" MDOT 22A (TYPE A2) AGGREGATE BASE, C.I.P.
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MDOT CLASS III (TYPE A6) EMBANKMENT MATERIAL, C.I.P.
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12" MDOT CLASS II (TYPE A5) SUBBASE
AutoCAD SHX Text REMOVE EXISTING UNSUITABLE BASE, PROVIDE ADDITIONAL CLASS III (TYPE A6) EMBANKMENT, GRADE AND COMPACT PER SPECS.
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NOT TO SCALE
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TENNIS COURT SURFACE SYSTEM
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2" HMA, 4EL
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3 FT LIMITS OF EXCAVATION (TYP)
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8" MDOT 22A (TYPE A2) AGGREGATE BASE, C.I.P.
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EXISTING BASE OR MDOT CLASS III (TYPE A6) EMBANKMENT MATERIAL, C.I.P.
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12" MDOT CLASS II (TYPE A5) SUBBASE
AutoCAD SHX Text REMOVE EXISTING UNSUITABLE BASE, PROVIDE ADDITIONAL CLASS III (TYPE A6) EMBANKMENT, GRADE AND COMPACT PER SPECS.
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NOT TO SCALE
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2.5" HMA, 4EL
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3 FT LIMITS OF EXCAVATION (TYP)
EXISTING AGGREGATE BASE
BRACE RAIL CLAMP DETAILS
ROUND POST
H-BEAM
TENSION BAND DETAIL
END OR GATE POST DETAIL
TOP OR BRACE RAIL ATTACHMENT
ROUND POSTH-BEAM
TRUSS ROD AND BAND
C4 CHAIN-LINK SECURITY FENCE DETAIL
C2 GROUNDING DETAIL
A1 STANDARD 90° HINGE
C1 LINE POST ATTACHMENTS
B2 FASTENING DETAILS
A2 FROST LATCH ASSEMBLY
A3 ACCESS GATE
B5 PERSONNEL GATE
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A4 TENNIS COURT GATE
FABRIC
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TENSION BAR
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CARRIAGE BOLT
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HEAVY-DUTY FABRIC
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TENSION BAND
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TENSION WIRE
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TENSION BAND (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)
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9-GAGE TIE WIRES (2'-0" O.C. MAX.)
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9-GAGE TIE WIRE (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)
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TENSION BAR TO ENGAGE EACH FABRIC LINK
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3/4" DIA. COPPER-CLAD STEEL GROUND ROD
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HEAVY-DUTY CHAIN-LINK FABRIC (9 GAGE, 2" MESH)
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TOP RAIL
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BRACE RAIL
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TIE WIRES @ 15" O.C. (TYP.)
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CORNER, END, OR PULL POST
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TRUSS ROD (3/8" MIN. DIA.)
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MOLDED EXOTHERMIC WELD OR APPROVED CLAMP-TYPE FITTING OF COPPER
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FENCE POST
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#8 AWG SOLID COPPER WIRE
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TRUSS ROD ( " MIN. DIA.)38" MIN. DIA.)
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CONCRETE BASE
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NOT TO SCALE
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10'-0" O.C. (MAX)
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10'-0" O.C. (MAX)
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LINE POSTS TO BE EQUALLY SPACED
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10'-0" (MAX.)
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LINE POST
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LINE POST
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CONCRETE BASE (TYP.)
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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NOT TO SCALE
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TRUSS ROD ( " MIN. DIA.)38" MIN. DIA.)
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TIE WIRES @ 24" O.C. (TYP.)
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HOG RINGS, 9 GA. @ 24" O.C. (TYP.)
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BOTTOM TENSION WIRE
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TENSION BAR (TYP.)
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TENSION BAND @ 15" O.C. (TYP.)
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FINISHED GRADE
AutoCAD SHX Text NOTE: WIRE TIES, RAILS, POSTS AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.
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TYPICAL AT EACH FENCE CORNER AND GATE POST
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9-GAGE TIE WIRE (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)
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FINISHED GRADE
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NOT TO SCALE
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NOT TO SCALE
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FINISHED GRADE
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TRUSS ROD
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TRUSS
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ROD
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GATE POST
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BOTTOM TENSION
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WIRE
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TOP RAIL
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GATE OPENING (15'-0")
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BRACE RAIL
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FABRIC WIDTH (6'-0")
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BRACE RAIL
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LATCH
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(TYP.)
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TENSION BAND
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(TYP.)
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TENSION BAR
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(TYP.)
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BOTTOM HINGE
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(90%%D SWING)
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TOP HINGE
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(90%%D SWING)
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ASSEMBLY
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NOT TO SCALE
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FINISHED GRADE
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TRUSS ROD
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TRUSS
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ROD
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GATE POST
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BOTTOM TENSION
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WIRE
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TOP RAIL
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GATE OPENING (3'-0")
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BRACE RAIL
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FABRIC WIDTH (6'-0")
AutoCAD SHX Text
BRACE RAIL
AutoCAD SHX Text
LATCH ASSEMBLY
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
TENSION BAND
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
TENSION BAR
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
BOTTOM HINGE
AutoCAD SHX Text
(90%%D SWING)
AutoCAD SHX Text
TOP HINGE
AutoCAD SHX Text
(90%%D SWING)
AutoCAD SHX Text
CHAIN LINK FABRIC
AutoCAD SHX Text
(9 GA, 2" MESH)
AutoCAD SHX Text
36" MIN.
AutoCAD SHX Text
36" MIN.
AutoCAD SHX Text
36" MIN.
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
GATE OPENING (3'-0")
AutoCAD SHX Text
FABRIC WIDTH (10'-0")
AutoCAD SHX Text
36" MIN.
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
BOTTOM TENSION
AutoCAD SHX Text
WIRE
AutoCAD SHX Text
CHAIN LINK FABRIC
AutoCAD SHX Text
(9 GA, 2" MESH)
AutoCAD SHX Text
HEAVY-DUTY CHAIN LINK FABRIC (9 GA, 2" MESH)
AutoCAD SHX Text
TRUSS ROD
AutoCAD SHX Text
BRACE RAIL
AutoCAD SHX Text
BRACE RAIL
AutoCAD SHX Text
TOP RAIL
AutoCAD SHX Text
TOP HINGE (90° SWING)
AutoCAD SHX Text
BOTTOM HINGE
AutoCAD SHX Text
(90%%D SWING)
AutoCAD SHX Text
TENSION BAND
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
TENSION BAR
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
GATE POST (TYP.)
AutoCAD SHX Text
TRUSS
AutoCAD SHX Text
ROD
LATCH ASSEMBLY
| Sheets and Views |
| G001 I31-06122 BASE-Tennis Courts |
| C101 I31-06122 BASE-Tennis Courts |
| C102 I31-06122 BASE-Tennis Courts |
| C103 I31-06122 BASE-Tennis Courts |
| C501 I31-06122 BASE-Tennis Courts |
| C502 I31-06122 BASE-Tennis Courts |
| C503 I31-06122 BASE-Tennis Courts |
File details come from the government source that posted it. Updated .