Wayne State University Matthaei Pavilions

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2 ARCHITECT SILVERI ARCHITECTS FERNDALE, MICHIGAN LOCATION INDEX //7 /5/7 SUMMARY OF WORK PRICE PROCEDURES A. SURVEY A. TITLE SHEET - INDEX, KEY PLAN A. ENLARGED PLANS A. GRADING PLANS PAVILIONS A. BACKSTOP AND STORAGE UNIT UNIT PRICES. PRE-ENGINEERED STEEL SHELTER STRUCTURE AND. SLAB.. PRE-ENGINEERED STEEL STORAGE STRUCTURE AND. SLAB.. CMU BACKSTOP WALL.. UNIT PRICE IS A PRICE PER UNIT OF MEASUREMENT FOR A PORTION OF THE WORK ADDED OR DEUCTED FORM THE CONTRACT SUM IF THE SCOPE OF WORK REQUIRED BY THESE DOCUMENTS IS INCREASED OR DECREASED.. UNIT PRICES INCLUDE ALL NECESSARY MATERIAL, DELIVERY, INSTALLATION, INSURANCE, OVERHEAD AND PROFIT. 4. RELATED DEMOLITION, EXCAVATION, GRADING AND DRAINAGE.. PROVIDE UNIT PRICES AS DESCRIBED IN THE BID FORM. ALTERNATES. PRE-ENGINEERED STEEL SHELTER STRUCTURE AND. SLAB.. RELATED EXCAVATION AND GRADING.. ALTERNATES ARE AN AMOUNT PROPOSED BY BIDDERS FOR WORK DEFINED IN THE DRAWINGS THAT MY BE ADDED OR DEDUCTED FROM THE BASE BID AMOUNT IF THE OWNER DECIDES TO ACCEPT A CORRESPONDING CHANGE., 48 BULLPENS I AND II. 4" PITCHING MOUND SLAB.. 4" HOME PLATE SLAB.. CHAIN LINK FENCING AND GATES. ALTERNATE : IN LIEU OF EXPOSED STEEL ROOF FRAMING AND DECK, PROVIDE PRE-ENGINEERED WOOD TRUSS SYSTEM 4" OC WITH /4" MDO PLYWOOD CEILING AND SOFFIT REFER TO DRAWINGS AND A, SHEET. SERVICE DRIVE A. BULLPEN II 4. RELATED EXCAVATION AND GRADING. HARWELL FIELD A. SERVICE DRIVE ADAMS FIELD BULLPEN I A. A. MERRILL KEY SITE PLAN "='-" '-" -5-7 A.

3 A. 4'-" 4'-" A. ENLARGED PLAN - BULLPEN II /8"='-" 5'-" '-" 5'-" 5'-" ENLARGED PLAN - /8"='-" 8'-" LAYOUT BENCHMARK- SOUTH EDGE OF PAVEMENT 6 5 8'-" 4'-" '-" FASCIA TO FASCIA 4'-" '-" 5'-" 44'-6" '-" 5 7 '-" 5'-" '-" SIM 7 8'-6" 4 8 9'-" 6 TYP 5'-" 6 A. 7 BULLPEN II 9 4' HIGH CHAIN LINK FENCE TRACK LAYOUT BENCHMARK- EAST FACE OF S ALIGN EAST EDGE OF PAVILION WITH FRONT OF EDGE OF PAVEMENT 8 8'-" MIN GENERAL NOTES 8'-" '-" 5'-" '-" 6' HIGH CHAIN LINK FENCE '-". REVIEW SLAB LAYOUTS IN THE FIELD WITH OWNER REPRESENTATIVE PRIOR TO INSTALLATION.. REVIEW LOCATION OF STORED OR SALVAGED GRADING AND EXCAVATION SPOILS WITH OWNER REPRESENTATIVE PRIOR TO EXECUTION OF WORK.. REVIEW WITH OWNER RERPESENTATIVE EXISTING FILL MATERIAL AVAILABLE ON SITE FOR USE AS NEEDED IN ESTABLISHING GRADES INDICATED. 4. GRADE AREAS AROUND NEW SLABS FOR SMOOTH TRANSITION INTO EXISTING GRADES. STOCKPILE TOPSOIL FOR RE-USE IN FINAL GRADING. 5. REPAIR ALL DISTURBED LAWN AREAS. RE-ESTABLISH LAWN AT ALL DISTURBED AND RE-GRADED AREAS. 6. SHELTERS AND STORAGE STRUCTURE SHALL BE PROVIDED ON A PRE-ENGINEERED BASIS BY MANUFACTURER BASED ON DESIGN PARAMETERS GIVEN IN THE DRAWINGS. '-" 6' HIGH CHAIN LINK FENCE A. KEY ENLARGED PLAN - AND BULLPEN I /8"='-" DEMOLITION: REMOVE EXISTING SLABS REMOVE EXISTING CHAIN LINK FENCE REMOVE WOOD FRAMED COVERED PLAYERS BOXES RE-ESTABLISH FINISH GRADE AND LAWN EXISTING CHAIN LINK FENCE- TYP PITCHING MOUND PRACTICE SLAB HOME PLATE PRACTICE SLAB PAVILION SLAB CONTROL JOINT LAWN - REFER TO GENERAL NOTES FOR REPAIR NEW CHAIN LINK FENCE 6" WIDE LATCHING GATE STORAGE UNIT LINE OF PAVILION EAVE REINFORCED CMU BACKSTOP EXISTING PAVEMENT NOT USED GRAVEL BED PERFORATED PIPE IN SOCK EXISTING " STORM SEWER LINE- REFER TO SURVEY 4'-" 5'-" 44'-6" '-" 8 '-" 5'-" '-" 8'-" 86'-" 4' HIGH CHAIN LINK FENCE A. 9 BULLPEN I '-9" 8 4'-" 7'-" FASCIA TO FASCIA 5'-4" 8'-" 7 EXTEND PERFORATED PIPE TO DISCHARGE AT GRADE NORTH OF PAVILION SLAB- REVIEW LOCATION WITH OWNER REPRESENTATIVE IN THE FIELD 7 9'-" 5 A. '-" 5'-" '-" 7 '-6" 5 '-" 5 CB '-" METAL STORAGE UNIT 4'-5" 7 6 TYP '-" 4'-6" LAYOUT BENCHMARK- FENCE CORNER '-6" '-" '-6" ENLARGED PLANS 65 LIVERNOIS FERNDALE, MICHIGAN 48 (48) 59-6 silveri.com A. 8-4

4 TOC 68. SWALE % 67.5 VIF. %. % %. %. %. %. %. % A. A. GRADING PLAN - BULLPEN II /8"='-" 8'-" GRADING PLAN - /8"='-" 8'-" BULLPEN II TRACK. % 67.5 VIF TOC 68.. % 67.5 KNOLL REGRADE KNOLL FOR SMOOTH TRANSITION TO EXISTING GRADES BULLPEN I A. GRADING PLAN - AND BULLPEN I /8"='-" 8'-" % % %.5 % % GRADING BENCHMARK- EXISTING CATCH BASIN SLOPE DRAIN.5 % A. GRADING PLANS LIVERNOIS FERNDALE, MICHIGAN 48 (48) 59-6 silveri.com

5 PAVILION SHELTER BASIS OF DESIGN "COVERWORX RECREATIONAL ARCHITECTURE" STEELWORX OR EQUAL STEEL FRAME SHELTER TUBULAR STEEL FRAME, 7X7 COLUMNS WELDED TO 5/8" BASE PLATE, 7X5 MAIN SUPPORT BEAMS, X AND 5X PURLINS. CONCEALED FASTENERS. A5 GRADE BOLTS. ROOF FRAMING FLUSH AGAINST ROOF DECKING. 4 GA. STEEL PANEL ROOFING WITH KYNAR 5 FINISH. MANUFACTURER STANDARD COLOR AS SELECTED BY OWNER. UNDERSIDE OF ROOFING WHITE. TGIC POLYESTER POWDER COAT FRAMEWORK COLUMNS MOUNTED BELOW FINISH SLAB ELEVATION GUTTERS AND DOWNSPOUTS: PRE- ZINC COATED STEEL..8 INCH THICK. FRAMING SHOP DRAWINGS SEALED BY QUALIFIED PROFESSIONAL SHOP DRAWINGS SEALED BY QUALIFIED PROFESSIONAL DESIGN CRITERIA: 5 LB LIVE LOAD AND 9 MPH WIND LOAD COLOR AS SELECTED BY OWNER REPRESENTATIVE FROM MFR. STANDARD RANGE BASIS OF DESIGN STEEL SIZES ARE PRELIMINARY AND MAY CHANGE UPON FINAL ENGINEERING BY MFR. PAVILION SHELTER DESIGN ALTERNATE IN LIEU OF EXPOSED STEEL ROOF FRAMING AND DECK, PROVIDE PRE-ENGINEERED WOOD TRUSS SYSTEM FOR FINISH CEILING PANELS AS INDICATED TYPICAL ELEVATIONS - PAVILIONS /4"='-" GUTTER AND DOWNSPOUTS- DISCHARGE AT POINTS EAST AND POINTS WEST- DIRECT WATER OFF OF SLAB '-" PRE-FINISHED STEEL TUBE FRAME EXISTNG FENCE SECTION AT PAVILION /"='-" 8'-" AT, '-" AT GUTTER AND DOWNSPOUTS '-" '-" '-" PERFORATED PIPE AND SOCK IN GRAVEL BED- DISCHARGE PIPE AT GRADE NORTH OF SLAB- REVIEW DISCHARGE LOCATION WITH OWNER REPRESENTATIVE IN THE FIELD STEEL TUBE FRAME TYPICALLY 4'-" TO 5'-6" '-6" 4 TYPICALLY '-6" TO '-" BASE BID STEEL TUBE FRAME #5 CONT. AT PERIMETER 5/8" COMPRESSIBLE FILLER STRIP 4" SLAB OVER 6" AGGREGATE BASE SHELTER MFR ANCHOR BOLT SYSTEM COLUMN FOOTING FOOTING SIZES PER MANUFACTURER'S ENGINEER BASED ON LOCAL CODES AND ORDINANCES GUTTER AND DOWNSPOUTS 8'-" AT, '-" AT STEEL TUBE BEAM POWDER COATED TYPICALLY 4'-" TO 5'-6" A SECTION AT PAVILION (ALTERNATE ) /"='-" 4 TYPICALLY '-6" TO '-" BID ALTERNATE IN LIEU OF EXPOSED STEEL ROOF FRAMING AND DECK, PROVIDE PRE-ENGINEERED WOOD TRUSS SYSTEM 4" OC WITH /4" MDO PLYWOOD CEILING AND SOFFIT REFER TO DRAWING A / STEEL TUBE FRAME '-" ALTERNATE CEILING PLANS /6"='-" /8" GAP BETWEEN PANELS- TYP BEAM- TYP /4" MDO PLYWOOD 6'-" FOOTING SIZES PER MANUFACTURER'S FINAL ENGINEERING BASED ON LOCAL CODES AND ORDINANCES #5 CONT. AT PERIMETER 5/8" COMPRESSIBLE FILLER STRIP 4" SLAB OVER 6" AGGREGATE BASE SHELTER MFR ANCHOR BOLT SYSTEM COLUMN FOOTING SCORE EACH 4' X 8' PLYWOOD PANEL TO PROVIDE 4' X 4' JOINT PATTERN SHOWN /8" GAP BETWEEN PANELS- TYP /4" MDO PLYWOOD BEAM- TYP PAVILIONS 65 LIVERNOIS FERNDALE, MICHIGAN 48 (48) 59-6 silveri.com 8-4

6 EARTHWORK MASONRY. ALL EARTHWORK, INCLUDING EXCAVATIONS, FILLS, PROOFROLLING, TESTING, COMPACTION, ETC. TO BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS CONTAINED IN SOILS REPORT AND THE SPECIFICATIONS.. BOTTOM OF FOOTING ELEVATIONS ARE APPROXIMATE AND ARE TO BE VERIFIED IN FIELD. IF CONDITIONS PROVE TO BE UNACCEPTABLE AT ELEVATIONS SHOWN, FOOTINGS SHALL BE CARRIED DEEPER OR OTHER REDESIGN OF S WILL BE REQUIRED. PROVIDE UNIT PRICE IN BID FROM FOR ADDITIONAL EXCAVATION IF REQUIRED.. EXCAVATION AND CONSTRUCTION OF NEW FOOTINGS SHALL BE CONSTRUCTED SO AS NOT TO DISTURB EXISTING BUILDINGS, STREETS AND UTILITY LINES. CALL MISS DIG PRIOR TO EXCAVATION. 4. THE CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONAL HIRED BY THE OWNER WHEN EXCAVATION OF THE BOTTOM OF THE FOOTINGS HAS BEEN COMPLETED. FOOTINGS SHALL NOT BE POURED UNTIL THE DESIGN PROFESSIONAL HAS VERIFIED THE BEARING VALUE. 5. BACKFILL SHALL BE CLEAN OF DEBRIS AND SHALL BE MECHANICALLY TAMPED TO 95% COMPACTION.. MASONRY SHALL BE IN ACCORDANCE WITH THE LATEST: -BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 5/ASCE 5/ TMS 4) -SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 5./ASCE 6/ TMS 6).. MORTAR SHALL BE PORTLAND CEMENT MORTAR IN ACCORDANCE WITH ASTM C 7, TYPE S.. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476. GROUT STRENGTH SHALL BE f'c = 5 PSI MIN. 4. MINIMUM MASONRY STRENGTH SHALL BE f'm = PSI. 5. REINFORCEMENT: ASTM A 65 GRADE HORIZONTAL BOND BEAM AND VERTICAL REINFORCEMENT SHALL BE CONTINUOUS UNLESS NOTED OTHERWISE. 7. PROVIDE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT WITH PERPENDICULAR WIRES AT A SPACING NO GREATER THAN 6" ON CENTER. REINFORCEMENT SHALL BE GALVANIZED CARBON STEEL WIRE OF 8 GAGE WIRE DIAMETER MINIMUM. " '-6" PRE-ENGINEERED METAL STORAGE UNIT FRAMING- SECURE BASE CHANNEL TO PER MFR RECOMMENDED ANCHOR BOLT TYPE AND PATTERN 5/8" COMPRESSIBLE FILLER STRIP 4" CONRETE SLAB OVER 6" AGGREGATE BASE " WIDE TRENCH FOOTING- INTEGRAL POUR WITH SLAB '-" 5 A. PANEL METAL WALL PANEL METAL OVERHEAD DOOR 6'-" 7'-" 65 LIVERNOIS FERNDALE, MICHIGAN 48 (48) 59-6 silveri.com 6. BACKFILL SHALL BE BROUGHT UP EQUALLY ON EACH SIDE OF WALLS AND GRADE BEAMS. S. S ARE DESIGNED TO BEAR ON SUITABLE NATIVE NON-ORGANIC SOIL OR ON CONTROLLED COMPACTED ENGINEERED FILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF POUNDS PER SQUARE FOOT. THIS VALUE IS ASSUMED AND MUST BE VERIFIED IN FIELD. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND.. FINISHED EXCAVATIONS AND BEARING GRADES SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL INSPECTION AGENCY BEFORE ANY IS PLACED. 4. NO BACKFILLING AGAINST WALLS SHALL BE DONE UNTIL HAS ATTAINED 75% OF ITS 8 DAY STRENGTH.. ALL SHALL BE REINFORCED, DETAILED, AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE BUILDING CODE REQUIREMENTS FOR REINFORCED (ACI-8).. ALL ( NORMAL ) SHALL HAVE A MINIMUM COMPRESSIVE 8 DAY STRENGTH OF 4, PSI WITH INCHES MAXIMUM SLUMP, WITH AIR ENTRAINMENT 4% TO 6%.. REINFORCING STEEL SHALL BE A-65 GRADE 6 (6 KSI) DEFORMED HI-BOND AND CONFORM TO THE LATEST ASTM SPECIFICATIONS. 4. CLEAN LOOSE RUST AND MILL SCALE, EARTH, ICE AND OTHER MATERIAL THAT MAY REDUCE THE BOND TO REINFORCEMENT. 5. POURING OF SHALL NOT START UNTIL THE REINFORCING HAS BEEN PLACED AND APPROVED BY THE DESIGN PROFESSIONAL. MDO PLYWOOD CEILING AND SOFFIT SYSTEM (ALTERNATE ). / APA EXTERIOR GRADE MDO, 4' X 8' PANELS WITH TONGUE AND GROOVE EDGES, INSTALLED WITH /8" GAP AT EDGES.. SECURE PLYWOOD TO TRUSSES WITH GALVANIZED FASTENERS " OC.. PAINT FINISH: TWO COATS TOP COATS OVER EXTERIOR PRIMER. PRIMER COAT: SHERWINN WILLIAMS S-W EXTERIOR LATEX PRIMER B4. TOP COATS: SHERWINN WILLIAMS S-W-A A- EXTERIOR LATEX FLAT. COLOR: SW 4 DARD HUNTER GREEN 7" '-5" 6 A. 6" SECTION - PITCHING MOUND PRACTICE SLAB /4"='-" CURB SLOPE GRADE AWAY FROM SLAB- TYP 7'-9" SLOPE SIDE CURB TO FLUSH WITH SLAB SURFACE AT MIDPOINT '-" 5'-" 8. GROUT FOR FILLING REINFORCED OR UNREINFORCED CELLS SHALL BE CONSOLIDATED IN PLACE BY SHAKING VERTICAL BARS TO INSURE COMPLETE FILLING OF THE CELLS OR CAVITIES. GROUT SHALL BE INSTALLED IN 4 FT. MAX. LIFTS AND CONSOLIDATED WITHIN MINUTES OF PLACEMENT. 9. USE COARSE GROUT FOR FILLING CORES. COARSE GROUT SHALL CONSIST OF PORTLAND CEMENT, HYDRATED LIME OR LIME PUTTY, FINE AGGREGATE AND COARSE AGGREGATE, AND SHALL MEET SCHEDULED STRENGTH REQUIREMENTS.. REINFORCING, METAL TIES AND ANCHORS SHALL BE PROTECTED FROM CONTACT WITH SOIL AND BEFORE BEING PLACED SHALL BE FREE FROM LOOSE RUST AND OTHER COATINGS THAT WILL DESTROY OR REDUCE THE BOND.. ALL MASONRY UNITS SHALL BE STEAM CURED, A MINIMUM OF 8 DAYS OLD AT THE TIME OF DELIVERY AND CONTINUOUSLY PROTECTED FROM EXPOSURE TO RAIN OR OTHER SOURCES OF WATER FROM TIME OF CASTING TO FINAL PLACEMENT IN WALL. ALL MASONRY UNITS SHALL BE DRY, FREE FROM SOIL, ICE AND FROST WHEN LAID IN WALL. SEE SPECIFICATIONS FOR COLD AND HOT WEATHER CONSTRUCTION AND WALL PROTECTION REQUIREMENTS.. MORTAR IN CMU WALLS SHALL CURE 4 HOURS BEFORE GROUTING. CMU. CONSUMERS CORPORATION "STRI-FACE" 8 X 8 X 6. FIELD APPLIED SEALANT. CHAIN LINK FENCE. " MESH STEEL WITH POLYMER COATING. KNUCKLED SELVAGE. POSTS, RAILS AND FITTINGS: ASTM F 4 HEAVY INDUSTRIAL FENCE. GALVANIZED STEEL COLOR COATED TO MATCH FABRIC.. GATES: ASTM F 9 SAME METAL AND FINISH AS POSTS WITH GALVANIZED HARDWARE AND ACCESSORIES.. STANDARD COLOR TO MATCH EXISTING ADJACENT FENCING. LAWN REPAIR. APPLY " SCREENED STOCKPILED TOPSOIL AT ALL REPAIR AREAS.. APPLY SEED MIX: 5% KENTUCKY BLUEGRASS, 5% PERENNIAL RYEGRASS.. MULCH SEEDED AREAS WITH CLEAN STRAW OR FIBER MULCH. 4. MAINTAIN REPAIRED AREAS FOR A MINIMUM OF 6 DAYS FROM DATE OF SUBSTANTIAL COMPLETION. 4" SLAB OVER 6" AGGREGATE BASE SLOPE GRADE AWAY FROM SLAB- TYP 5 A. SECTION AT METAL STORAGE UNIT /4"='-" '-" A. A. '-" NORTH '-4" '-" '-8" TO COL CL ENLARGED PLAN - CMU BACKSTOP WALL /4"='-" '-" #5 CONT. AT BOTTOM METAL STORAGE UNIT EDGE OF SLAB ELEVATION - CMU BACKSTOP WALL /4"='-" A. CMU BACKSTOP A. 8'-" 4'-" 9'-" '-" '-" '-" '-" 4'-" METAL COPING STRI-FACE 8" REINFORCED CMU WALL- STRI-FACE TEXTURE ON SOUTH WALL AND OUTSIDE FACES OF END WALLS CMU WALL 4 A. NORTH ELEVATION - METAL STORAGE UNIT /4"='-" STORAGE UNIT BASIS OF DESIGN IRONBUILT STEEL BUILDINGS SHED KIT POLYESTER BAKED ENAMEL FINISH ALL STEEL CONSTRUCTION 6' WIDE X 7' TALL OVERHEAD DOOR WITH LOCK SHOP DRAWINGS SEALED BY QUALIFIED PROFESSIONAL WEST OUTLINE OF OUTLINE OF SHELTER EAVE '-" '-6" '-4" A. 4'-" SECTION AT CMU BACKSTOP WALL /"='-" '-9" WEST SIDING AND TRIM COLOR AS SELECTED BY OWNER REPRESENTATIVE FROM MFR. STANDARD RANGE METAL COPING #5 CONT. 8" CMU WALL - GROUTED SOLID W/ 6" O.C. VERT. REINF. AT CENTER W/ HORIZ. 6" O.C. LAP SPLICE IN WALL MUST BE 54" MIN. 4" CONRETE SLAB DOWELS TO MATCH VERT. REINF. O.C. TOP AND BOTTOM #5 CONT. TOP AND BOTTOM '-" BACKSTOP AND STORAGE UNIT A. 8-4

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