2A.01

KEY SITE PLAN1"=100'-0"

100'-0"0

1A.01

SERVICE DRIVE

SERV

ICE

DRIV

E

GRAN

DSTA

ND

MERRILL

ADAMS FIELD

HARWELL FIELD

3A.01

1A.01

PAVILION II

PAVILION I

BULLPEN I

BULLPEN II

Wayne State University

Matthaei Pavilions

A.12BACKSTOP AND STORAGE UNIT

TITLE SHEET - INDEX, KEY PLAN

10

/1

1/1

7

95%

R

EV

IE

W

INDEX

BIDS 10-25-17

Ma

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ID

S 1

0-2

5-1

7

080-304020

Wayne State University, Detroit, Michigan 48202

LOCATION

SILVERI ARCHITECTS

ARCHITECT

FERNDALE, MICHIGAN

A.00

A.01

A.02

ENLARGED PLANS

A.11

GRADING PLANS

A.0

0

PAVILIONS

10

/2

5/1

7

BID

S

PAVILION I

1. PRE-ENGINEERED STEEL SHELTER STRUCTURE AND CONCRETEFOUNDATION. CONCRETE SLAB.

2. PRE-ENGINEERED STEEL STORAGE STRUCTURE AND CONCRETEFOUNDATION. CONCRETE SLAB.

3. CMU BACKSTOP WALL.

4. RELATED DEMOLITION, EXCAVATION, GRADING AND DRAINAGE.

PAVILION II

1. PRE-ENGINEERED STEEL SHELTER STRUCTURE AND CONCRETEFOUNDATION. CONCRETE SLAB.

2. RELATED EXCAVATION AND GRADING.

BULLPENS I AND II

1. 4" CONCRETE PITCHING MOUND SLAB.

2. 4" CONCRETE HOME PLATE SLAB.

3. CHAIN LINK FENCING AND GATES.

4. RELATED EXCAVATION AND GRADING.

SUMMARY OF WORK

UNIT PRICES

1. UNIT PRICE IS A PRICE PER UNIT OF MEASUREMENT FOR A PORTIONOF THE WORK ADDED OR DEUCTED FORM THE CONTRACT SUM IF THESCOPE OF WORK REQUIRED BY THESE DOCUMENTS IS INCREASED ORDECREASED.

2. UNIT PRICES INCLUDE ALL NECESSARY MATERIAL, DELIVERY,INSTALLATION, INSURANCE, OVERHEAD AND PROFIT.

3. PROVIDE UNIT PRICES AS DESCRIBED IN THE BID FORM.

ALTERNATES

1. ALTERNATES ARE AN AMOUNT PROPOSED BY BIDDERS FOR WORKDEFINED IN THE DRAWINGS THAT MY BE ADDED OR DEDUCTED FROMTHE BASE BID AMOUNT IF THE OWNER DECIDES TO ACCEPT ACORRESPONDING CHANGE.

ALTERNATE 1:IN LIEU OF EXPOSED STEEL ROOF FRAMING AND DECK, PROVIDEPRE-ENGINEERED WOOD TRUSS SYSTEM 24" OC WITH 3/4" MDOPLYWOOD CEILING AND SOFFIT PAINTEDREFER TO DRAWINGS 1 AND 1A, SHEET A.11.

PRICE PROCEDURESA.12

SURVEY

ENLA

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NSA

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ENLARGED PLAN - PAVILION I AND BULLPEN I1/8"=1'-0"

8'-0"0

1A.01

DEMOLITION:REMOVE EXISTING CONCRETE SLABSREMOVE EXISTING CHAIN LINK FENCEREMOVE WOOD FRAMED COVERED PLAYERS BOXESRE-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

36" WIDE LATCHING GATE

STORAGE UNIT

LINE OF PAVILION EAVE

REINFORCED CMU BACKSTOP

EXISTING PAVEMENT

NOT USED

GRAVEL BED

PERFORATED PIPE IN SOCK

EXISTING 12" STORM SEWER LINE- REFER TO SURVEY

01

02

03

04

05

06

07

08

09

10

11

12

13

14

15

16

17

KEY

3'-0"

15'-0

"3'-

0"

15'-0"4'-0" 44'-6" 10'-0"

3'-0"

15'-0

"3'-

0"

12'-6"

86'-0"

21'-0

"

4' HIGH CHAIN LINK FENCE

6' HI

GH C

HAIN

LINK

FEN

CE

01

01

01

08

08

02

02

09

20'-9"03 04

07

07

02

05

07

BULLPEN I

PAVILION I

METALSTORAGE UNIT

4'-6"

11

11

31'-0"

70'-0

" FAS

CIA

TO F

ASCI

A14

'-0"

5'-4"

07

8'-10

"

02

02

2A.02

ENLARGED PLAN - PAVILION II1/8"=1'-0"

8'-0"0

2A.01

ENLARGED PLAN - BULLPEN II1/8"=1'-0"

8'-0"0

3A.01

PAVILION II

2A.11

11

11

07

07

30'-0" FASCIA TO FASCIA

30'-0

"

40'-0

"4'-

0"

0809

3'-0"

15'-0

"3'-

0"

15'-0"3'-0" 44'-6" 10'-0"

3'-0"

15'-0

"3'-

0"

8'-0"

80'-6"

4' HIGH CHAIN LINK FENCE

03 04 08 21'-0

"

6' HI

GH C

HAIN

LINK

FEN

CE

07

BULLPEN II

GRANDSTAND

TRACK

13

02

02

18'-0

" MIN

06

ALIGN EASTEDGE OFPAVILION WITHFRONT OFGRANDSTAND

1A.11

02

02

19'-3"

1'-6"

10'-0

"2'-

6"

2'-0"20'-0"9'-0"

12

2A.11

15

16

15

16

EXTEND PERFORATED PIPE TODISCHARGE AT GRADE NORTH OFPAVILION SLAB- REVIEW LOCATION WITHOWNER REPRESENTATIVE IN THE FIELD

6A.22

6A.22

10

40'-0"

40'-0"

EDGE OFPAVEMENT

5'-0"

5'-0"

5'-0" 5'-0"

LAYOUT BENCHMARK- EASTFACE OF GRANDSTANDS

LAYOUT BENCHMARK-SOUTH EDGE OF PAVEMENT

06TYP

06TYP

05

05

05

05

GENERAL NOTES

1. REVIEW SLAB LAYOUTS IN THE FIELDWITH OWNER REPRESENTATIVE PRIOR TOINSTALLATION.

2. REVIEW LOCATION OF STORED ORSALVAGED GRADING AND EXCAVATIONSPOILS WITH OWNER REPRESENTATIVEPRIOR TO EXECUTION OF WORK.

3. REVIEW WITH OWNER RERPESENTATIVEEXISTING FILL MATERIAL AVAILABLE ON SITEFOR USE AS NEEDED IN ESTABLISHINGGRADES INDICATED.

4. GRADE AREAS AROUND NEW SLABS FORSMOOTH TRANSITION INTO EXISTINGGRADES. STOCKPILE TOPSOIL FOR RE-USEIN FINAL GRADING.

5. REPAIR ALL DISTURBED LAWN AREAS.RE-ESTABLISH LAWN AT ALL DISTURBEDAND RE-GRADED AREAS.

6. SHELTERS AND STORAGE STRUCTURESHALL BE PROVIDED ON APRE-ENGINEERED BASIS BYMANUFACTURER BASED ON DESIGNPARAMETERS GIVEN IN THE DRAWINGS.

95%

REV

IEW

BIDS

10-1

1-17

10-2

5-17

01

01

17

CB

LAYOUT BENCHMARK-FENCE CORNER

02

14'-5"

01

1A.11

SIM

627.13 627.13

627.50VIF

627.25VIF

2.0 % 2.0 %

628.00TOC

628.90

627.60

627.80

628.50627.75

627.75 628.50

2.0 %

2.0 %

SWALE

1.0 %

1.0 %

2.0 %

2.0 %

1.0 %

1.0 %

627.86

KNOLL

627.50

2.0 %

627.25

2.0 %

628.00TOC

628.00 628.50

628.00628.50

628.25

627.75

627.75

628.00627.75

628.50

628.25

1.5 %

1.5 %

1.5 %

SLOPE DRAIN

1.5 %

1.5 %

628.00

627.00

628.00

627.0

0

GRAD

ING

PLAN

SA

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2

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080-304020

95%

REV

IEW

BIDS

10-1

1-17

10-2

5-17

GRADING PLAN - PAVILION I AND BULLPEN I1/8"=1'-0"

8'-0"0

1A.03

GRADING PLAN - PAVILION II1/8"=1'-0"

8'-0"0

2A.03

GRADING PLAN - BULLPEN II1/8"=1'-0"

8'-0"0

3A.03

08

02

BULLPEN I

PAVILION I

PAVILION II

BULLPEN II

GRANDSTAND

TRACK

02

GRADING BENCHMARK-EXISTING CATCH BASIN

REGRADE KNOLL FORSMOOTH TRANSITION TOEXISTING GRADES

SECTION AT PAVILION1/2"=1'-0"

2'-0"0

2A.11

SHELTER MFR ANCHORBOLT SYSTEM

4" CONCRETE SLAB OVER6" AGGREGATE BASE

8'-0"

AT

PAVI

LION

II, 10

'-0" A

T PA

VILIO

N I

METAL ROOF 412

PAVI

LIONS

A.1

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· "COVERWORX RECREATIONAL ARCHITECTURE"STEELWORX OR EQUAL STEEL FRAME SHELTER

· TUBULAR STEEL FRAME, 7X7 COLUMNS WELDED TO 5/8"BASE PLATE, 7X5 MAIN SUPPORT BEAMS, 10X3 AND 5X3PURLINS.

· CONCEALED FASTENERS. A325 GRADE BOLTS. ROOFFRAMING FLUSH AGAINST ROOF DECKING.

· 24 GA. STEEL PANEL ROOFING WITH KYNAR 500 FINISH.MANUFACTURER STANDARD COLOR AS SELECTED BYOWNER. UNDERSIDE OF ROOFING WHITE.

· TGIC POLYESTER POWDER COAT FRAMEWORK

· COLUMNS MOUNTED BELOW FINISH SLAB ELEVATION

· GUTTERS AND DOWNSPOUTS: PRE-PAINTED ZINC COATEDSTEEL. .028 INCH THICK.

PAVILION SHELTER BASIS OF DESIGN

· FRAMING SHOP DRAWINGS SEALED BY QUALIFIEDPROFESSIONAL

· FOUNDATION SHOP DRAWINGS SEALED BY QUALIFIEDPROFESSIONAL

· DESIGN CRITERIA: 25 LB LIVE LOAD AND 90 MPH WIND LOAD

· COLOR AS SELECTED BY OWNER REPRESENTATIVE FROMMFR. STANDARD RANGE

5/8" COMPRESSIBLEFILLER STRIP

1 #5 CONT.AT PERIMETER

2'-6"

TYPICAL ELEVATIONS - PAVILIONS1/4"=1'-0"

2'-0"0

3A.11

CONCRETEFOUNDATION

1A.11

METAL ROOFPAINTED

STEEL TUBE FRAMEPOWDER COATED

SECTION AT PAVILION (ALTERNATE 1)1/2"=1'-0"

2'-0"0

1A.11

STEEL TUBE FRAMEPOWDER COATED

4" CONCRETE SLAB OVER6" AGGREGATE BASE

8'-0"

AT

PAVI

LION

II, 10

'-0" A

T PA

VILIO

N I

METAL ROOF 412

5/8" COMPRESSIBLEFILLER STRIP

1 #5 CONT.AT PERIMETER

· IN LIEU OF EXPOSED STEEL ROOF FRAMINGAND DECK, PROVIDE PRE-ENGINEERED WOODTRUSS SYSTEM 24" OC WITH 3/4" MDOPLYWOOD CEILING AND SOFFIT PAINTED

· REFER TO DRAWING 1A / A.11

BID ALTERNATE 1

CONCRETEFOUNDATION

PRE-FINISHEDMETAL ROOF

STEEL TUBE FRAMEPOWDER COATED

2A.11

1A.11

2A.11

GUTTER ANDDOWNSPOUTS-DISCHARGE AT 2 POINTSEAST AND 2 POINTS WEST-DIRECT WATER OFF OFSLAB

GUTTER ANDDOWNSPOUTS

GUTTER ANDDOWNSPOUTS

EXISTNG FENCE

2'-0"

PERFORATED PIPE ANDSOCK IN GRAVEL BED-DISCHARGE PIPE ATGRADE NORTH OF SLAB-REVIEW DISCHARGELOCATION WITH OWNERREPRESENTATIVE IN THEFIELD

1'-1"

CONCRETE COLUMNFOOTING

SHELTER MFR ANCHORBOLT SYSTEM

CONCRETE COLUMNFOOTING

· STEEL TUBE FRAMEPOWDER COATED

BASE BID

95%

REV

IEW

BIDS

10-1

1-17

10-2

5-17

TYPICALLY 2'-6" TO 3'-0"

TYPI

CALL

Y 4'-

0" T

O 5'-

6"

TYPICALLY 2'-6" TO 3'-0"

TYPI

CALL

Y 4'-

0" T

O 5'-

6"

FOOTING SIZES PERMANUFACTURER'SENGINEER BASED ONLOCAL CODES ANDORDINANCES

FOOTING SIZES PERMANUFACTURER'S FINALENGINEERING BASED ONLOCAL CODES ANDORDINANCES

· BASIS OF DESIGN STEEL SIZES ARE PRELIMINARY AND MAY CHANGE UPON FINAL ENGINEERING BY MFR.

PAVILION SHELTER DESIGN ALTERNATE 1

· IN LIEU OF EXPOSED STEEL ROOF FRAMING AND DECK, PROVIDE PRE-ENGINEERED WOOD TRUSS SYSTEM FOR FINISH CEILINGPANELS AS INDICATED

ALTERNATE 1 CEILING PLANS1/16"=1'-0"

16'-0"0

1AA.11

PAVILION IIPAVILION I

1/8" GAP BETWEENPANELS- TYP

3/4" MDOPLYWOODPAINTED

BEAM- TYP

BEAM- TYP

1/8" GAP BETWEENPANELS- TYP

3/4" MDOPLYWOODPAINTED

SCORE EACH 4' X 8' PLYWOODPANEL TO PROVIDE 4' X 4' JOINTPATTERN SHOWN

STEEL TUBEBEAM POWDERCOATED

BACK

STOP

AND

STO

RAGE

UNI

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080-304020

SECTION AT CMU BACKSTOP WALL1/2"=1'-0"

2'-0"0

1A.12

1 #5 CONT.

#6 @16" O.C.TOP AND BOTTOM

4" CONRETE SLAB

METAL COPING

ENLARGED PLAN - CMU BACKSTOP WALL1/4"=1'-0"

4'-0"0

2A.12

1A.12

2'-0"

18'-0"9'-0"

1'-4"

3'-8"

TO C

OL C

L2'-0" 2'-0" 2'-0"

1'-0"

8" CMU WALL - GROUTED SOLIDW/ #6 @ 16" O.C.VERT. REINF. AT CENTERW/ HORIZ. REINF. @ 16" O.C.

LAP SPLICE IN WALL MUST BE54" MIN.

3 #5 CONT.TOP AND BOTTOM

DOWELS TO MATCH VERT. REINF.

CONCRETE MASONRY

1. MASONRY SHALL BE IN ACCORDANCE WITH THE LATEST:-BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530/ASCE 5/ TMS 402)-SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/ TMS 602).

2. MORTAR SHALL BE PORTLAND CEMENT MORTAR IN ACCORDANCEWITH ASTM C 270, TYPE S.

3. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476. GROUTSTRENGTH SHALL BE f'c = 2500 PSI MIN.

4. MINIMUM MASONRY STRENGTH SHALL BE f'm = 2000 PSI.

5. REINFORCEMENT: ASTM A 615 GRADE 60.

6. HORIZONTAL BOND BEAM AND VERTICAL REINFORCEMENT SHALL BECONTINUOUS UNLESS NOTED OTHERWISE.

7. PROVIDE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT WITHPERPENDICULAR WIRES AT A SPACING NO GREATER THAN 16" ONCENTER. REINFORCEMENT SHALL BE GALVANIZED CARBON STEELWIRE OF 8 GAGE WIRE DIAMETER MINIMUM.

8. GROUT FOR FILLING REINFORCED OR UNREINFORCED CELLS SHALLBE CONSOLIDATED IN PLACE BY SHAKING VERTICAL BARS TO INSURECOMPLETE FILLING OF THE CELLS OR CAVITIES. GROUT SHALL BEINSTALLED IN 4 FT. MAX. LIFTS AND CONSOLIDATED WITHIN 10 MINUTESOF PLACEMENT.

9. USE COARSE GROUT FOR FILLING CORES. COARSE GROUT SHALLCONSIST OF PORTLAND CEMENT, HYDRATED LIME OR LIME PUTTY, FINEAGGREGATE AND COARSE AGGREGATE, AND SHALL MEET SCHEDULEDSTRENGTH REQUIREMENTS.

10. REINFORCING, METAL TIES AND ANCHORS SHALL BE PROTECTEDFROM CONTACT WITH SOIL AND BEFORE BEING PLACED SHALL BE FREEFROM LOOSE RUST AND OTHER COATINGS THAT WILL DESTROY ORREDUCE THE BOND.

11. ALL MASONRY UNITS SHALL BE STEAM CURED, A MINIMUM OF 28DAYS OLD AT THE TIME OF DELIVERY AND CONTINUOUSLY PROTECTEDFROM EXPOSURE TO RAIN OR OTHER SOURCES OF WATER FROM TIMEOF CASTING TO FINAL PLACEMENT IN WALL. ALL MASONRY UNITSSHALL BE DRY, FREE FROM SOIL, ICE AND FROST WHEN LAID IN WALL.SEE SPECIFICATIONS FOR COLD AND HOT WEATHER CONSTRUCTIONAND WALL PROTECTION REQUIREMENTS.

12. MORTAR IN CMU WALLS SHALL CURE 24 HOURS BEFORE GROUTING.

CONCRETE

1. ALL CONCRETE SHALL BE REINFORCED, DETAILED, AND ERECTED INACCORDANCE WITH THE LATEST EDITION OF THE BUILDING CODEREQUIREMENTS FOR REINFORCED CONCRETE (ACI-318).

2. ALL FOUNDATION CONCRETE ( NORMAL CONCRETE) SHALL HAVE AMINIMUM COMPRESSIVE 28 DAY STRENGTH OF 4,000 PSI WITH 3 INCHESMAXIMUM SLUMP, WITH AIR ENTRAINMENT 4% TO 6%.

3. REINFORCING STEEL SHALL BE A-615 GRADE 60 (60 KSI) DEFORMEDHI-BOND AND CONFORM TO THE LATEST ASTM SPECIFICATIONS.

4. CLEAN LOOSE RUST AND MILL SCALE, EARTH, ICE AND OTHERMATERIAL THAT MAY REDUCE THE CONCRETE BOND TOREINFORCEMENT.

5. POURING OF CONCRETE SHALL NOT START UNTIL THE REINFORCINGHAS BEEN PLACED AND APPROVED BY THE DESIGN PROFESSIONAL .

FOUNDATIONS

1. FOUNDATIONS ARE DESIGNED TO BEAR ON SUITABLE NATIVENON-ORGANIC SOIL OR ON CONTROLLED COMPACTED ENGINEEREDFILL HAVING A MINIMUM NET ALLOWABLE BEARING CAPACITY OF 3000POUNDS PER SQUARE FOOT. THIS VALUE IS ASSUMED AND MUST BEVERIFIED IN FIELD

2. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND.

3. FINISHED EXCAVATIONS AND BEARING GRADES SHALL BE INSPECTEDAND APPROVED BY THE GEOTECHNICAL INSPECTION AGENCY BEFOREANY CONCRETE IS PLACED.

4. NO BACKFILLING AGAINST FOUNDATION WALLS SHALL BE DONE UNTILCONCRETE HAS ATTAINED 75% OF ITS 28 DAY STRENGTH.

EARTHWORK

1. ALL EARTHWORK, INCLUDING EXCAVATIONS, FILLS, PROOFROLLING,TESTING, COMPACTION, ETC. TO BE PERFORMED IN ACCORDANCE WITHRECOMMENDATIONS CONTAINED IN SOILS REPORT AND THESPECIFICATIONS.

2. BOTTOM OF FOOTING ELEVATIONS ARE APPROXIMATE AND ARE TOBE VERIFIED IN FIELD. IF FOUNDATION CONDITIONS PROVE TO BEUNACCEPTABLE AT ELEVATIONS SHOWN, FOOTINGS SHALL BE CARRIEDDEEPER OR OTHER REDESIGN OF FOUNDATIONS WILL BE REQUIRED.PROVIDE UNIT PRICE IN BID FROM FOR ADDITIONAL EXCAVATION IFREQUIRED.

3. EXCAVATION AND CONSTRUCTION OF NEW FOOTINGS SHALL BECONSTRUCTED SO AS NOT TO DISTURB EXISTING BUILDINGS, STREETSAND UTILITY LINES. CALL MISS DIG PRIOR TO EXCAVATION.

4. THE CONTRACTOR SHALL NOTIFY THE DESIGN PROFESSIONAL HIREDBY THE OWNER WHEN EXCAVATION OF THE BOTTOM OF THE FOOTINGSHAS BEEN COMPLETED. FOOTINGS SHALL NOT BE POURED UNTIL THEDESIGN PROFESSIONAL HAS VERIFIED THE BEARING VALUE.

5. BACKFILL SHALL BE CLEAN OF DEBRIS AND SHALL BE MECHANICALLYTAMPED TO 95% COMPACTION.

6. BACKFILL SHALL BE BROUGHT UP EQUALLY ON EACH SIDE OF WALLSAND GRADE BEAMS.

SECTION AT METAL STORAGE UNIT FOUNDATION3/4"=1'-0"

1'-0"0

5A.12

4" CONRETE SLAB OVER 6"AGGREGATE BASE

PRE-ENGINEERED METAL STORAGE UNITFRAMING-SECURE BASE CHANNEL TOFOUNDATION PER MFR RECOMMENDEDANCHOR BOLT TYPE AND PATTERN

5/8" COMPRESSIBLE FILLERSTRIP

2 #5 CONT.AT BOTTOM

12" WIDE TRENCH FOOTING-INTEGRAL POUR WITH SLAB

2"3'-

6"

1'-0"

ELEVATION - CMU BACKSTOP WALL1/4"=1'-0"

4'-0"0

3A.12

METAL COPING

STRI-FACE 8"REINFORCED CMUWALL- STRI-FACETEXTURE ONSOUTH WALL ANDOUTSIDE FACESOF END WALLS

CONCRETEFOUNDATION

1A.12

10'-0

"

2'-6"

1'-4"

2'-9"

NORTH WEST

ELEVATION - METAL STORAGE UNIT1/4"=1'-0"

4'-0"0

4A.12

CONCRETEFOUNDATION

5A.12

10'-0

"

NORTH WEST

METAL STORAGE UNIT

CMU BACKSTOP

· 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

STORAGE UNIT BASIS OF DESIGN

· SIDING AND TRIM COLOR AS SELECTED BY OWNERREPRESENTATIVE FROM MFR. STANDARD RANGE

METAL ROOFPANELPAINTED

METAL WALLPANELPAINTED

METALOVERHEADDOOR PAINTED

7'-0"

6'-0"

CHAIN LINK FENCE

1. 2" MESH STEEL WITH POLYMER COATING. KNUCKLED SELVAGE.POSTS, RAILS AND FITTINGS: ASTM F 1043 HEAVY INDUSTRIAL FENCE.GALVANIZED STEEL COLOR COATED TO MATCH FABRIC.

2. GATES: ASTM F 900 SAME METAL AND FINISH AS POSTS WITHGALVANIZED HARDWARE AND ACCESSORIES.

3. STANDARD COLOR TO MATCH EXISTING ADJACENT FENCING.

10'-0

"

CMU

1. CONSUMERS CONCRETE CORPORATION "STRI-FACE" 8 X 8 X 16.FIELD APPLIED SEALANT.

LAWN REPAIR

1. APPLY 1" SCREENED STOCKPILED TOPSOIL AT ALL REPAIR AREAS.

2. APPLY SEED MIX: 50% KENTUCKY BLUEGRASS, 50% PERENNIALRYEGRASS.

3. MULCH SEEDED AREAS WITH CLEAN STRAW OR FIBER MULCH.

4. MAINTAIN REPAIRED AREAS FOR A MINIMUM OF 60 DAYS FROM DATEOF SUBSTANTIAL COMPLETION.

SECTION - PITCHING MOUND PRACTICE SLAB3/4"=1'-0"

0

6A.12

2'-0"0

SLOPE SIDE CURBTO FLUSH WITHSLAB SURFACE ATMIDPOINT

CONCRETECURB

4" CONCRETESLAB OVER 6"AGGREGATEBASE

SLOPE GRADEAWAY FROMSLAB- TYP

6"

15'-0"

7'-9"

7"1'-

5"

SLOPE GRADEAWAY FROMSLAB- TYP

CMU WALL OUTLINE OFFOUNDATION

OUTLINE OFSHELTER EAVE

EDGE OF SLAB

95%

REV

IEW

BIDS

10-1

1-17

10-2

5-17

MDO PLYWOOD CEILING AND SOFFIT SYSTEM (ALTERNATE 1)

1. 23 /32 APA EXTERIOR GRADE MDO, 4' X 8' PANELS WITH TONGUE ANDGROOVE EDGES, INSTALLED WITH 1/8" GAP AT EDGES.

2. SECURE PLYWOOD TO TRUSSES WITH GALVANIZED FASTENERS 12"OC.

3. PAINT FINISH: TWO COATS TOP COATS OVER EXTERIOR PRIMER.PRIMER COAT: SHERWINN WILLIAMS S-W EXTERIOR LATEX PRIMER B42.TOP COATS: SHERWINN WILLIAMS S-W-A A-100 EXTERIOR LATEX FLAT.COLOR: SW 0041 DARD HUNTER GREEN