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ISSUED FOR BID

ARCHITECTURAL, STRUCTURAL & LANDSCAPEKAESTLE BOOS ASSOCIATES, INC.

SAGE PARK

SOFTBALL FIELD #1 RENOVATIONS

SURANNA DRIVE

BERLIN, CT

JUNE 10, 2020VOL. I OF I

DRAWING LIST:

L1.01 SITE DEMOLITION PLAN

L2.01 SITE LAYOUT & MATERIALS PLAN

L3.01 SITE GRADING & DRAINAGE PLAN

L4.01 SITE DETAILS

L4.02 SITE DETAILS

L4.03 SITE DETAILS

L1.01

SITE DEMOLITION

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035

Email: kba@kba-architects.com Web: www.kba-architects.com

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907

©

SOFTBALL FIELD #1

RENOVATIONS

SURANNA DR.

BERLIN, CT 06037

REVISIONS

ISSUE DATE

DETAIL REFERENCE TAG

DETAIL #

SHEET #

EXISTING FENCING TO REMAIN & BE PROTECTED

CONSTRUCTION LIMIT LINE

R&D EXISTING INFIELD

LEGEND

R&D (REMOVE & DISPOSE) EXISTING LAWN

R&D EXISTING PAVEMENT MATERIAL

ALTERNATES

XXX

XX

GENERAL NOTES

1. REMOVE AND DISPOSE OF ALL LAWN WITHIN AREA OF NEW FIELD. SEE

SPECIFICATION FOR LAWN RESTORATION REQUIREMENTS.

2. REMOVE AND DISPOSE OF ALL PAVEMENTS AND SURFACES TO THEIR

FULL DEPTHS IN ALL AREAS NOTED TO REMOVE PAVEMENT.

3. DEMOLITION LIMITS SHOWN ARE APPROXIMATE COORDINATE DEMOLITION

LIMITS WITH PROPOSED IMPROVEMENTS.

4. PERFORM WORK OUTLINED FOR ANY ALTERNATES. (IF SELECTED)

SEE PLANS AND SPECIFICATIONS.

5. EXISTING CONDITIONS INFORMATION HAS BEEN OBTAINED FROM

PREVIOUS CONSTRUCTION DRAWINGS, AND IS APPROXIMATE.

CONTRACTOR SHALL CONFIRM ALL AREAS AND SCOPE OF PROPOSED

IMPROVEMENTS IN FIELD PRIOR TO BIDDING AND BE RESPONSIBLE FOR

SAME.

6. CONTRACTOR SHALL ESTABLISH & MAINTAIN THEIR OWN BENCHMARKS

FOR GRADING & LAYOUT.

7. EXISTING UTILITIES, ELECTRICAL AND DRAINAGE EXIST IN, AND AROUND

THE AREA OF PROPOSED WORK. CONTRACTOR IS RESPONSIBLE FOR

LOCATING EXISTING UTILITIES PRIOR TO CONSTRUCTION TO AVOID

DISTURBANCE.

SAWCUT LINE

REMOVE FENCE

REMOVE IRRIGATION/DRAINAGE PIPE & FIXTURES

(SEE SPECIFICATION FOR DETAILED ALTERNATE DESCRIPTIONS)

1. SEED FIELD IN LIEU OF SOD

2. NEW 12' X 16' PREFABRICATED SHED

3. NEW 12' X 20' PREFABRICATED SHED

4. NEW SCOREBOARD

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SAW CUT

PAVMENT

R & D EXIST CL FENCE

R & D PAVING MATERIAL

REMOVE BLEACHERS,

PROTECT, & STORE IN

LOCATION ASSIGNED BY

OWNER, FOR RELOCATION

R&D EXISTING CHAIN LINK

BACKSTOP

PROTECT

EXISTING

OUTFIELD

FENCE TO

REMAIN

EXISTING LIGHTS TO REMAIN

& BE PROTECTED (TYP)

R&D EXISTING

OUTFIELD LAWN

PROTECT EXISTING DUGOUTS

TO REMAIN (TYP)

PROTECT

EXISTING

SCOREBOARD

CONSTRUCTION

ACCESS. AVOID

EXISTING PAVED

WALKWAYS.

R&D EXISTING

IRRIGATION

IN FIELD

R&D EXISTING

DRAINAGE

R&D INFIELD

MATERIAL, BASES

AND PLATES

EXISTING 12' HT

CLF TO REMAIN

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R&D EXISTING

WARNING TRACK

NOTE: EXISTING FIELD LIGHT LOCATIONS

SHOWN ARE APPROXIMATE. EXISTING

FIELD LIGHTING & WIRING TO REMAIN & BE

PROTECTED. ROUTING OF WIRING

UNKNOWN. CONTRACTOR SHALL HIRE A

UTILITY MARKING SERVICE PRIOR TO

CONSTRUCTION & LOCATE WIRING. WIRING

DISTURBED OR REPLACED DUE TO

CONTRACTOR DAMAGE SHALL BE

REPLACED AT THE CONTRACTOR'S COST.

EXISTING VALVE

BOXES AND SUPPLY PIPE TO REMAIN.

SEE NOTE FOR IRRIGATION WORK

(TYP)

IRRIGATION

MAIN TO

REMAIN. (TYP)

SOFTBALL

FIELD #1

NOTE: EXISTING IRRIGATION &

DRAINAGE SHOWN IS APPROXIMATE.

CONTRACTOR SHALL REMOVE ALL

IRRIGATION & DRAINAGE

ENCOUNTERED WITHIN THE AREA

OF THE FIELD. EXISTING SUPPLY

LINE AND ZONE BOXES TO REMAIN

L2.01

SITE LAYOUT

AND

MATERIALS

LAYOUT NOTES

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035

Email: kba@kba-architects.com Web: www.kba-architects.com

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907

©

SOFTBALL FIELD #1

RENOVATIONS

SURANNA DR.

BERLIN, CT 06037

REVISIONS

ISSUE DATE

DETAIL REFERENCE TAG

DETAIL #

SHEET #

EXISTING FENCING

CONSTRUCTION LIMIT LINE

LEGEND

NEW LAWN/SOD

AREAS OF NEW PAVEMENT

1. LAYOUT AND UTILITIES PLANS ARE BASED OFF OF PREVIOUS

CONSTRUCTION DRAWINGS. ARCHITECTS CONFIDENCE IN THESE PLANS IS

LOW. CONTRACTORS SHALL VERIFY ALL INFORMATION IN FIELD PRIOR TO

CONSTRUCTION.

2. NEW ATHLETIC FIELD LAYOUT IS BASED ON LOCATIONS OF EXISTING

DUGOUTS. CONTRACTOR TO LAYOUT BASELINES BASED ON FIELD DETAILS

AND PROVIDING 25' MINIMUM OFFSET BETWEEN FACE OF DUGOUTS AND

FOUL LINE. REPORT ANY DISCREPANCIES TO ARCHITECT.

3. CONTRACTOR IS RESPONSIBLE FOR HIRING A SURVEYOR AND PRIVATE

UTILITY LOCATING SERVICE IN ADDITION TO NOTIFYING CALL BEFORE YOU

DIG. CONTRACTOR SHALL COORDINATE LAYOUT OF ALL SITE

IMPROVEMENTS WITH THEIR UTILITY LOCATING CO. & SURVEYOR TO AVOID

FOOTING CONFLICT WITH EXISTING UTILITIES. FIELD ADJUSTMENTS TO

LAYOUT SHALL BE MADE AS NECESSARY AT NO ADDITIONAL EXPENSE TO

THE CONTRACT.

XXX

XX

GENERAL NOTES

1. PREPARE AND CONSTRUCT NEW FIELD AREAS PER SPECIFICATION.

2. PROPOSED FIELD LAYOUT BASED OFF OF FACE OF EXISTING DUGOUTS.

CONTRACTOR TO CONFIRM PROPOSED LAYOUT IN THE FIELD PRIOR TO

CONSTRUCTION AND REPORT ANY DISCREPANCIES TO THE ARCHITECT.

3. TOPSOIL AND SEED ALL LAWN AREAS DISTURBED BY CONSTRUCTION NOT

COVERED BY PAVEMENT, INFIELD OR WARNING TRACK.

FENCING

LAYOUT/MATERIALS LEGEND

RADIAL DIMENSION

LINEAR DIMENSION

ANGULAR DIMENSION

MATERIAL HEIGHT CHANGE

NEW INFIELD

AREAS OF NEW PAVEMENT

ALTERNATES

(SEE SPECIFICATION FOR DETAILED ALTERNATE DESCRIPTIONS)

1. SEED FIELD IN LIEU OF SOD

2. NEW 12' X 16' PREFABRICATED SHED

3. NEW 12' X 20' PREFABRICATED SHED

4. NEW SCOREBOARD

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NEW LOCATION FOR

EXISTING BLEACHERS

ALTERNATE NEW STORAGE

SHED 12' X 20' SHOWN

EXISTING BATTING

CAGE TO REMAIN & BE

PROTECTED

8' CLF

EXISTING DUGOUT

4' GATE

16' DOUBLE GATE

4' GATE

10' WIDE

WARNING TRACK

FOUL POLE

EXISTING CLF

TO REMAIN

(ALTERNATE - REMOVE

EXISTING AND INSTALL NEW

SCOREBOARD)

10' WIDE

WARNING TRACK

2

5

.

0

'

25'

25.0

' +

\-

10.0'

1

0

.

0

'

10.0

'

6.0'

EXISTING SHED

60' BASELINE

1

0

.

0

'

13.5'

10.0'

PITCHER'S PLATES

EXISTING DUGOUT

ASPHALT PAVED

WALKWAY

BULLPEN

MEET GRADE OF

EXISTING, SAW CUT PAVING.

L4.03

6

L4.03

4

L4.01

5

L4.03

2

L4.01

4

L4.03

1

L4.03

6

L4.03

3

4' C

LF

10.0'

6.0'

8' C

LF

NEW INFIELD

L4.01

2

SOD NEW ATHLETIC FIELD

ATHLETIC FIELD CONSTRUCTION

L4.01

1

NEW FIELD LAYOUT

L4.01

3

CLF TO ALIGN WITH COLUMNS

OF EXISTING DUGOUT

BASELINE:

EXTENDED FACE OF 1ST

BASE DUGOUT COLUMNS

292' +

/-

AP

EX

OF

HO

ME

TO

EX

. F

EN

CE

290+

/-

AP

EX

O

F H

OM

E T

O

EX

. F

EN

CE

L4.02

2

25'

TIE NEW FENCE TO EXISTING

TIE NEW FENCE TO EXISTING

BULLPEN

L4.01

4

L4.01

5

6

.

0

'

6

.

0

'

8' C

LF

4' C

LF

L3.01

SITE DRAINAGE &

IRRIGATION

GRADING AND UTILITES NOTES

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035

Email: kba@kba-architects.com Web: www.kba-architects.com

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907

©

SOFTBALL FIELD #1

RENOVATIONS

SURANNA DR.

BERLIN, CT 06037

REVISIONS

ISSUE DATE

DETAIL REFERENCE TAG

DETAIL #

SHEET #

EXISTING FENCING

CONSTRUCTION LIMIT LINE

REMOVE AND REPLACE TRACK SURFACING

LEGEND

REMOVE AND REPLACE EXISTING TURF AND INFILL

AREAS OF NEW PAVEMENT

1. IRRIGATION: REMOVE EXISTING ZONE PIPE, HEADS AND CONTROLS.

REPLACE WITH NEW ZONE PIPE AND IRRIGATION HEADS. REBUILD

EXISTING ZONE VALVE BOXES AND CONTROLS. CAP AND PERMANENTLY

ABANDON ZONES WHERE NOTED. NEW IRRIGATION HEADS SHALL BE

HUNTER I-25-04-SS-10 & 15 LARGE ROTARY SPRINKLER HEADS - FULL CIRCLE

OR ADJUSTABLE AS APPROPRIATE. SEE SPECIFICATION.

2. INSTALL NEW COIL DRAINS IN SAND TRENCHING WHERE SHOWN. COIL

DRAINS TO BE INSTALLED LEVEL. CONNECT COIL DRAINS TO 4 OR 6"

COLLECTOR DRAINS WITHIN COLLECTOR TRENCH AT TRANSITION OF PIPE

TYPES.

3. GRADE FIELD TO ROUGHLY MATCH EXISTING GRADES. HOLD GRADE AT

OUTFIELD FENCE AND WORK SLOPE UP TO INFIELD AT 1% SLOPE MINIMUM.

FIELD BASELINE TO BE LEVEL AND SLOPE 0.5% MINIMUM TO EDGE OF INFIELD

AREA. CONTRACTOR TO LAYOUT GRADES FOR ARCHITECT REVIEW IN THE

FIELD, AND ADJUST GRADES AS DIRECTED. CONTRACTOR RESPONSIBLE

FOR TAPERING NEW GRADES OUT TO MEET EXISTING FLUSH AT 2% SLOPE

MAXIMUM.

4. CONTRACTOR SHALL LOCATE THE INVERT TO THE EXISTING DRAINAGE AT

THE NW CORNER OF THE FIELD AND PROVIDE TO THE ARCHITECT.

DRAINAGE INVERTS TO BE ADJUSTED IN THE FIELD FROM THIS

INFORMATION. DRAINAGE INVERTS SHOWN ARE FOR BIDDING PURPOSES

ONLY

ALTERNATES:

XXX

XX

GENERAL NOTES

1. EXISTING ELECTRICAL AND IRRIGATION UTILITIES TO REMAIN UNDER THE

EXISTING FIELD. LOCATIONS ARE UNKNOWN. CONTRACTOR IS

RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES TO

REMAIN. UTILITIES TO REMAIN THAT ARE DISTURBED BY THE CONTRACTOR'S

ACTIVITIES SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AT NO

ADDITIONAL COST.

2. ALL DISTURBED AREAS NOT COVERED BY SOD, INFIELD OR PAVEMENT

SHALL BE TOPSOILED AND SEEDED AS LAWN.

3. ALL DEBRIS AND EXCESS MATERIALS SHALL BE REMOVED FROM THE SITE

ON A REGULAR BASIS AND DISPOSED OF IN A LEGAL MANNER. ALL DEBRIS

AND EXCESS MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR.

4. ADJACENT PORTIONS OF THE PARK SHALL REMAIN OPEN DURING

CONSTRUCTION OF THE SOFTBALL FIELD. CONTRACTOR IS RESPONSIBLE

FOR SECURITY AND ERECTING ALL BARRIERS AND NOTIFICATIONS NEEDED

TO DISCOURAGE THE GENERAL PUBLIC FROM ENTERING THE

CONSTRUCTION AREA.

5. INSTALL EROSION AND SEDIMENTATION CONTROL PER THE

SPECIFICATION AND THE CONTRACT PLANS. EROSION CONTROLS SHALL BE

INSTALLED IN ACCORDANCE WITH CONNECTICUT DEEP GUIDELINES FOR

EROSION AND SEDIMENTATION CONTROL.

NEW DRAINAGE PIPING

NEW IRRIGATION PIPE

NEW IRRIGATION SPRAYHEAD

(SEE SPECIFICATION FOR DETAILED ALTERNATE DESCRIPTIONS)

1. SEED FIELD IN LIEU OF SOD

2. NEW 12' X 16' PREFABRICATED SHED

3. NEW 12' X 20' PREFABRICATED SHED

4. NEW SCOREBOARD

M A

R S

H

A R

E A

EXISTING BITU

MINOUS PARKING AREA (EAST)

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L4.02

7

COIL DRAIN PIPE APPROX 35' O.C.

4" DIA CPEP COLLECTOR MANIFOLD. CONNECT TO COIL DRAIN WITH

MECHANICAL CONNECTIONS

4" DIA CPEP COLLECTOR MANIFOLD.

CONNECT TO COIL DRAINS WITH

MECHANICAL CONNECTIONS

CONNECT NEW DRAINAGE TO EXISTING.

DERMINE INVERT ELEVATION OF

COLLECTOR PIPE IN FIELD AND REPORT

FINDINGS TO THE ARCHITECT.

EXISTING

QUICK-CONNECT

TO REMAIN

EXISTING IRRIGATION

SUPPLY LINE TO REMAIN

REPLACE EXISTING IRRIG

ZONE VALVE

EXISTING IRRIGATION

SUPPLY LINE TO REMAIN

REBUILD EXISTING

IRRIG. ZONE VALVE

REBUILD EXISTING

IRRIG. ZONE VALVE

REBUILD EXISTING

IRRIG. ZONE VALVE

REBUILD EXISTING

IRRIG. ZONE VALVE

REMOVE AND CAP EXISTING ZONE PIPE

REMOVE EXIST VALVE AND BOX

4

"

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COIL DRAIN PIPE APPROX 35' O.C.COIL DRAIN PIPE APPROX 35' O.C.COIL DRAIN PIPE APPROX 35' O.C.COIL DRAIN PIPE APPROX 35' O.C.COIL DRAIN PIPE APPROX 35' O.C.

2"

2"

2"

2"

2"

2"

1 1/2"

1 1/2"

1 1/2"

1

1

/2

"

1

1

/2

"

1

1

/2

"

1

1

/2

"

1

1

/2

"

1

1

/

2

"

1

1

/

2

"

1

1

/

2

"

1

1

/

2

"

NOTE:

PROPOSED DRAINAGE INVERTS TO BE

DETERMINED IN THE FIELD BASED ON FINDINGS

OF EXISTING DRAINAGE. INVERTS SHOWN ARE

FOR BIDDING PURPOSES ONLY

INV 145.5

INV 141.0+/-

INV 141.2+/-

INV 141.7+/-

INV 146.0+/-

INV 145.0

NOTE:

PROPOSED DRAINAGE INVERTS TO BE

DETERMINED IN THE FIELD BASED ON FINDINGS

OF EXISTING DRAINAGE. INVERTS SHOWN ARE

FOR BIDDING PURPOSES ONLY

NOTE:

PROPOSED DRAINAGE INVERTS TO BE

DETERMINED IN THE FIELD BASED ON FINDINGS

OF EXISTING DRAINAGE. INVERTS SHOWN ARE

FOR BIDDING PURPOSES ONLY

INV 142.0+/-

L4.01

SITE DETAILS

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035

Email: kba@kba-architects.com Web: www.kba-architects.com

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907

©

SOFTBALL FIELD #1

RENOVATIONS

SURANNA DR.

BERLIN, CT 06037

REVISIONS

ISSUE DATE

4

3

2

1

5

BULL PEN

NOT TO SCALE

WARNING TRACK

MATERIAL

43

'-0

"

65

'-0

"

15'

8' HT CHAIN LINK

FENCE

HOME PLATE CENTERED ON PEN

12

'-2

"

PITCHERS PLATE

4' HT CHAIN LINK FENCE

4' W. GATE

15'

8' HT CHAIN LINK

FENCE

4' H

T C

HA

IN

LIN

K F

EN

CE

THIRD BASE LINE BULLPEN SHOWN - FIRST

BASE LINE BULLPEN SIMILAR.

HOME PLATE END OF BULLPEN TO BE

CLOSEST TO HOME PLATE OF FIELD.

PLAN

4' W. GATE

L4.03

3

L4.03

6

4' H

T C

HA

IN

LIN

K F

EN

CE

6"

L4.01

5

4" PROCESSED

AGGREGATE

4" STONE SCREENINGS

PREPARED

SUBGRADE

WARNING TRACK SURFACE

FINISH GRADE -

PITCH AS

INDICATED

NOT TO SCALE

6" EXTENDED SURFACE FOR

MOW-STRIP AT FENCING

4" M

IN

.

SOFTBALL INFIELD SURFACING

NOT TO SCALE

4" M

IN

.

INFIELD MIX AS SPECIFIED

PREPARED SUBGRADE. CONTRACTOR SHALL PERFORM CUT OR

FILL OPERATIONS AS REQUIRED TO ESTABLISH SUBGRADE

ELEVATIONS IN ORDER TO RECEIVE PROPOSED

IMPROVEMENTS.

SAND

FILTER FABRIC

6"+

/-

ATHLETIC FIELD

CONSTRUCTION

NOT TO SCALE

EXISTING AMENDED TOPSOIL

PREPARED SUBGRADE

SOD

1

0

'

STONE DUST WARNING TRACK

FOUL POLE LOCATION

(TYP.)

4

3

'

-

0

"

2

4

'

-

0

1

2

"

2

5

'

-

0

"

R8'-0"

HOME PLATE

NOTE:

1. ALL LINES (FOUL LINES, ETC.) TO BE 2 1/2" WIDE

NOT TO SCALE

SOFTBALL FIELD LAYOUT

BULLPEN (TYP. EACH SIDE)

L4.01

4

FOUL LINE POLE (TYP.)

EX. OUTFIELD

CHAINLINK FENCE

CHAINLINK FENCE TYP

SEE PLAN FOR HT..

EX. DUGOUT 10'-0"

L4.02

3

R289' +/-

22' +/-

21

' +

/-

EXISTING DUGOUT

3

5

'

-

0

"4

0

'

-

0

"

4

6

'

-

0

"5

0

'

-

0

"

65'-0"

70'-0"

BULLPEN (TYP. EACH SIDE)

L4.01

4

PERMANENT PLATE AT 43'

ALL OTHERS SEMI-PERMANENT

97' +/-

10

0' +

/-

44

' +

/-

R

6

0

'-

0

"

SEMI-PERMANENT BASE

FOUNDATION 3 EACH BASE (TYP)

L4.02

1

10'

25'

17'-4"

17'-4"

17'-4"

17'-4"

25' HT.

CHAIN LINK

BACKSTOP

L4.03

5

ASPHALT WALKS

(SEE PLAN)

22"±

FINISHED GRADE

(SURFACE VARIES)

GRANULAR BACKFILL

4" CRUSHED STONE

CONNDOT GRADATION No. 6

INSTALL JOINT FILLER FOR

CONCRETE INSTALLATIONS.

PROVIDE 1/4" NYLON PULL ROPE

AND PLUG ON ALL UNUSED CONDUITS

PVC OR RIDGID METAL CONDUIT

AS SPECIFIED (TYP.)

12"

RADIUS = 12"

(SEE NOTE 3)

NOTES:

1. LOGO TO BE BASED ON UTILITY TYPE - SEE SPECIFICATIONS.

2. COVER SHALL BE FLUSH WITH ALL ADJACENT SURFACES.

3. RADIUS SHOWN IS MINIMUM ALLOWABLE. ACTUAL RADIUS

SHALL BE BASED ON THE REQUIREMENTS OF THE UTILITY

TYPE.

HANDHOLE

NOT TO SCALE

6

L4.02

SITE DETAILS

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035

Email: kba@kba-architects.com Web: www.kba-architects.com

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907

©

SOFTBALL FIELD #1

RENOVATIONS

SURANNA DR.

BERLIN, CT 06037

REVISIONS

ISSUE DATE

1

35

SCOREBOARD FOOTING (ALTERNATE)

NOT TO SCALE

2"

NOTES:

1. DETAIL IS PROVIDED FOR BASIS OF BID ONLY. CONTRACTOR SHALL SUBMIT A SHOP

DRAWING OF THE FOOTING BASED ON SUBMITTED SCOREBOARD, SIGNED AND SEALED

BY A CONNECTICUT LICENSED PROFESSIONAL ENGINEER.

SCOREBOARD SUPPORT DIRECT BURY

OR PLATE MOUNT - PER MANUF

CHAMFER ALL EXPOSED SIDES

FINISHED GRADE

1/2" Ø ANCHOR BOLTS PER

SCOREBOARD MANUFACTURER

4,500 PSI CONCRETE

#5 REBAR

#5 REINFORCING HOOPS

COMPACTED GRANULAR FILL

UNDISTURBED OR COMPACTED

SUBGRADE

5'-0"

1'-0"

2'-0"1'-0"

SCOREBOARD (ALTERNATE)

NOT TO SCALE

8'

16'-0"

10'-0"

8"

12'

COLUMN SIZE AND LENGTH PER

MANUFACTURER

FINISHED GRADE

COLUMNS

SCOREBOARD

PLAN VIEW

ELEVATION

VIEW

ON OFF SWITCH

10' M

IN

.

SCOREBOARD

- SEE SPECIFICATION

SEE SCOREBOARD

FOOTING DETAIL

L4.02

4

9

1 2

"

1'-0"

MANUFACTURER'S GROUND ANCHOR PLUG

(REMOVED POSITION)

FIRST/SECOND/THIRD BASE - ANCHORED BASE

3"

BASE SITS ON TOP OF INFIELD MATERIAL

12"x12"x12" 4,000 PSI CONCRETE FOOTING

- SET 3" BELOW FINISHED GRADE

UNDISTURBED SUBGRADE

GROUND ANCHOR - SET 1" BELOW FINISHED

GRADE

STANCHION SLEEVE

SECOND BASE

TO FIRST

BASE

TO THIRD BASE

HOME PLATE

THIRD BASE

FIRST BASE

4" WIDE WHITE FOUL

LINE

HOME PLATE

4" WIDE WHITE FOUL

LINE

NOT TO SCALE

BASE FOOTING

SECOND BASE

SECOND BASE

ALIGN EDGE OF BASE WITH

EDGE OF FOUL LINE

ALIGN EDGE OF BASE WITH

EDGE OF FOUL LINE

CENTER SECOND BASE

ON FOUL LINE

17"

HOME PLATE SITS WITH TOP

FLUSH WITH INFIELD MIX

NOTE:

1. ALL FIELD MEASUREMENTS ARE TO APEX

(POINTED CORNER) OF HOME PLATE

2. CONTRACTOR TO REFER TO SOFTBALL LAYOUT

DETAIL FOR LOCATION OF HOME PLATE

UNDISTURBED SUBGRADE

INFIELD MIX SYSTEM

3"

NOT TO SCALE

HOME PLATE

2

4

7

12"

2'-0"

6"x24" PITCHER'S PLATE

PITCHER'S PLATE SITS FLUSH WITH TOP OF

INFILL

UNDISTURBED SUBGRADE

DUAL STANCHION GROUND SLEEVE ANCHOR

SET IN 12" HIGH x 12" WIDE x 24" LONG 4,000 PSI

CONCRETE FOOTING (PROVIDE FOR EACH

PLATE SHOWN).

NOTE:

1. CONTRACTOR TO PROVIDE SHOP DRAWINGS.

2. CONTRACTOR TO INSTALL PITCHER'S PLATE PER

MANUFACTURER'S INSTRUCTIONS.

3. CONTRACTOR TO REFER TO SOFTBALL LAYOUT DETAIL FOR

LOCATION OF PITCHER'S PLATES

SE

E P

LA

N C

EN

TE

R O

F P

IT

CH

ER

S P

LA

TE

TO

HO

ME

P

LA

TE

PITCHER'S PLATE

6"

2'

INFIELD MIX

3"

NOT TO SCALE

PITCHER'S PLATE

6" HT. FLAT PANEL DRAIN,

WRAPPED IN FILTER FABRIC

COURSE SAND BACKFILL

EXISTING SUBGRADE

8"

NOT TO SCALE

COIL DRAIN

EXISTING TOPSOIL

4" MIN

TOP OF DRAIN 8" BELOW

FINISHED GRADE

NOT TO SCALE

COLLECTOR DRAIN (SMALL)

EXISTING TOPSOIL/INFIELD MIX

3/4" WASHED STONE

FINISHED GRADE

SECTION

COIL DRAIN INTO TRENCH

18" MIN

WRAP TRENCH IN FILTER

FABRIC

SMOOTH WALL, PERFORATED,

CORRUGATED, POLYETHYLENE

PIPE (SEE PLAN FOR SIZE)

EXISTING SUBGRADE

18" M

IN

S

EE

PLA

N

8

L4.03

SITE DETAILS

416 Slater Road, P.O. Box 2590, New Britain, CT 06050-2590

325 Foxborough Boulevard, Suite 100, Foxborough, MA 02035

Email: kba@kba-architects.com Web: www.kba-architects.com

Phone: 860-229-0361 Fax: 860-229-5303

Phone: 508-549-9906 Fax: 508-549-9907

©

SOFTBALL FIELD #1RENOVATIONS

SURANNA DR.BERLIN, CT 06037

REVISIONS

ISSUE DATE

46

3

6"6"

6"

2" @

TOP

COUR

SE

FINISH GRADE-PITCH 1/4"/FT AWAY FROM FIELD

BITUMINOUS CONCRETE - TOP COURSE

PROCESSED AGGREGATE BASE

PREPARED SUBGRADE

FINISH GRADE

NOT TO SCALEASPHALT WALK PAVEMENT

WHERE SHOWN EXTEND PAVING 6" PAST PROPOSED FENCE FOR MOW STRIP

CHAIN LINK FENCENOT TO SCALE

COMPACTED SUBGRADE

VARI

ES - S

EE P

LANS

4'-0"

FABRIC HEIGHTCHAIN LINK FENCE FRAMEWORK SCHEDULE

END, CORNER & PULL POST UP TO 4'

LINE POST

MIDDLE RAIL

2.375" O.D.

TOP AND BOTTOM RAIL1.900" O.D.1.660" O.D.NONE

2" MESH, 9 GAUGE, VINYLCOATED CHAIN LINK FENCEFABRIC, TOP AND BOTTOM

SELVAGE KNUCKLED

TOP RAIL

BOTTOM RAIL

2"(T

YP.)

FINISHGRADE

FASTENERS 18" O.C. ATRAILS

FASTENERS 18" O.C. AT ALLHORIZONTAL RAILS

5' TO 6'2.875" O.D.2.375" O.D.1.660" O.D.NONE

2"

CONCRETE ANCHORFOOTING; SEE DETAIL

4,000 PSI CONCRETEFOOTING

NOTES:1. INSTALL ALL FENCE

FABRIC ON FIELD SIDE OFPOSTS

8' TO 10'3.5" O.D.2.875" O.D.1.660" O.D.1.660" O.D.15" DIA.FOOTING 12" DIA. 12" DIA.

SELVAGE KNUCKLED

STRETCHER BAR

STRETCHER BAR BANDS 12" O.C.

TRUSS ROSSEND POST

POST CAP

10' MAX.

INSTALL FENCE FABRIC ON FIELD SIDE OF FENCE UNLESS OTHERWISE NOTED

GATE LEAF SINGLE LEAFCHAIN LINK GATE FRAMEWORK SCHEDULE

GATE POSTGATE FRAME (4 SIDES)

2.875" O.D. 4" O.D.>6'H - <12'H

INTERIOR UPRIGHT

WIDTH VARIES

BLACK VINYL COATED GATE POST

STRETCHER BAR

2" MESH, 9 GAUGE, BLACK VINYLCOATED CHAIN LINK FENCEFABRIC, TOP AND BOTTOM

SELVAGE KNUCKLED

TRUSS ROD

BLACK POST CAPSELVAGE KNUCKLED

2" SQ GATE FRAME, TYP. OF 4SIDES. BLACK VINYL COATED. FASTENERS 15" O.C. AT

POSTS

FASTENERS 18" O.C. ATRAILS

1 1/2" INTERIORUPRIGHT.BLACK VINYL COATED.ROUND POST HINGE,OPEN 180°

4,000 PSI CONCRETEFOOTING

COMPACTEDSUBGRADE

FINISH GRADE

VARI

ES

2"

LOCKABLE FULCRUMLATCH WITH STRIKE PLATE

3'-0"

6'H OR LESS

NONE1.875" 1 1/2"

2"

DROP BAR; DRILL HOLETHROUGH CONCRETE

ANCHOR CURB

CONCRETE ANCHORFOOTING; SEE DETAIL

3'-0"

1'-0"

FOOTING 12" DIA. 15" DIA.

NOTES:

1. INSTALL ALL FENCE FABRIC ON FIELD SIDE OF POSTS2. ALL FENCE & GATE POSTS, RAILS & FABRIC SHALL BE BLACK VINYL

COATED.3. ALL HARDWARE SHALL BE PAINTED BLACK.4. REFER PLANS & DETAILS FOR GATE WIDTHS & HEIGHTS5. ALL GATES TO HAVE BRACKET OR STOP TO PREVENT GATE SWING OVER

TRACK SURFACING.

CHAIN LINK FENCE GATE - SINGLE LEAFNOT TO SCALE

BLACK GATE POST

STRETCHER BAR

2" MESH, 9 GAUGE,BLACK VINYL COATED CHAIN

LINK FENCE FABRIC, TOP ANDBOTTOM SELVAGE KNUCKLED

BLACK TRUSS ROD(TYP.)

BLACK POST CAP2" WELDED GATE FRAME,

TYP. 4 SIDES FASTENERS 15" O.C. AT POSTS

FASTENERS 18" O.C. AT RAILSLOCKABLE DROP BAR EACHLEAF; DRILL HOLE THROUGH

PAVEMENT IN CLOSED ANDOPEN POSITIONS

1 1/2" INTERIOR UPRIGHT.BLACK VINYL COATED.

ROUND POST HINGE, OPEN 180°

CONCRETE ANCHORFOOTING. SEE DETAIL

COMPACTED SUBGRADE

FINISH GRADE

VARI

ES3'-

0"

2"

LOCKABLE FULCRUM LATCHWITH STRIKE PLATE

4,000 PSI CONCRETEFOOTING

GATE LEAF DOUBLE LEAFCHAIN LINK GATE FRAMEWORK SCHEDULE

GATE POSTGATE FRAME (4 SIDES)

2.875" O.D. 4" O.D.>6'H - <12'H

INTERIOR UPRIGHT

6'H OR LESS

2" NONE

2.375"1 1/2"

4" O.D.12'H OR MORE

2.375" 2.375"

VARIES

2"

1'-0"

3" MAX.

HEAVY DUTY HINGE 3 PER LEAF 3 PER LEAF 4 PER LEAF

NOTES:

1. INSTALL ALL FENCE FABRIC ON FIELD SIDE OF POSTS2. ALL FENCE & GATE POSTS, RAILS & FABRIC SHALL BE BLACK VINYL

COATED.3. ALL HARDWARE SHALL BE PAINTED BLACK.4. REFER PLANS & DETAILS FOR GATE WIDTHS & HEIGHTS5. ALL GATES TO HAVE BRACKETS OR STOP TO PREVENT GATE SWING

OVER TRACK SURFACING

FOOTING 12" DIA. 15" DIA. 15" DIA.

CHAIN LINK FENCE GATE - DOUBLENOT TO SCALE

1'-1"

WIDTH VARIES

SQ GATE FRAME, TYP. OF 4SIDES. BLACK VINYL COATED.

20'

FOUL POLE (SEE SPEC)

12'

4'

GROUND SLEEVE

TAPER CONCRETE FOOTING AWAYFROM TOP OF GROUND SLEEVE TOPROVIDE SPACE FOR CAP

SODDED ATHLETIC LAWN

4,000 PSI CONCRETE FOOTING

6" GRANULAR FILL

COMPACTED SUBGRADE

2'

5'

4'

8'6"

MESH 'WING'

FOUL POLE(SEE SPEC)

GROUND SLEEVE

PROVIDE DRAINAGE WEEP

SOFTBALL FOUL POLENOT TO SCALE

FOOTING SECTION

ELEVATION VIEW

FINISH GRADE

POLE TO BE IN LINEWITH EXISTING CHAINLINK FENCE. SETSTRAIGHT AND PLUMB

1

5

2

5'-6"

EQ.

EQ.

18"3"

NOTE: PROVIDE SHOP DRAWINGS ON ALL FENCING (TYP.)

EQ.

EQ.

9 GAU

GE FA

BRIC

6 GAU

GE FA

BRIC

2'-0"

TOP RAIL

AUXILIARY RAIL

LOCATION OF BUTT WELD IFNEEDED

CENTER RAIL

FABRIC ON PLAYING FIELD SIDE OFPOSTS

AUXILIARY RAIL

FINISH GRADE

INFIELD MATERIAL

SLOPE TOP OF CONCRETE

FENCE POST (SPACING AS SPECIFIED)

PREPARED SUBGRADE

BOTTOM RAILS (2)

WELD GROUND SMOOTHCOLD GALVANIZED AFTERFABRICATION

BACKSTOP POST

3' LONG INTERNAL SLEEVE

4"

25' H

T

NOT TO SCALETYPICAL BACKSTOP

CONTINUOUS PRESSURETREATED 2X10 BATTERBOARD. BOLTED TO POSTS

ADJACENT WALK MATERIAL