SAGE PARK SOFTBALL FIELD #1 RENOVATIONS2.new 12' x 16' prefabricated shed 3.new 12' x 20'...
Transcript of SAGE PARK SOFTBALL FIELD #1 RENOVATIONS2.new 12' x 16' prefabricated shed 3.new 12' x 20'...
2019 ©
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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: [email protected] 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: [email protected] 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
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0
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25'
25.0
' +
\-
10.0'
1
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10.0
'
6.0'
EXISTING SHED
60' BASELINE
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'
13.5'
10.0'
PITCHER'S PLATES
EXISTING DUGOUT
ASPHALT PAVED
WALKWAY
BULLPEN
MEET GRADE OF
EXISTING, SAW CUT PAVING.
L4.03
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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
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SOD NEW ATHLETIC FIELD
ATHLETIC FIELD CONSTRUCTION
L4.01
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NEW FIELD LAYOUT
L4.01
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CLF TO ALIGN WITH COLUMNS
OF EXISTING DUGOUT
BASELINE:
EXTENDED FACE OF 1ST
BASE DUGOUT COLUMNS
292' +
/-
AP
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OF
HO
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TO
EX
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290+
/-
AP
EX
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EX
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L4.02
2
25'
TIE NEW FENCE TO EXISTING
TIE NEW FENCE TO EXISTING
BULLPEN
L4.01
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L4.01
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6
.
0
'
6
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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: [email protected] 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
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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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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: [email protected] 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
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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
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4' H
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HA
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6"
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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
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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
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FOUL LINE POLE (TYP.)
EX. OUTFIELD
CHAINLINK FENCE
CHAINLINK FENCE TYP
SEE PLAN FOR HT..
EX. DUGOUT 10'-0"
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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)
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PERMANENT PLATE AT 43'
ALL OTHERS SEMI-PERMANENT
97' +/-
10
0' +
/-
44
' +
/-
R
6
0
'-
0
"
SEMI-PERMANENT BASE
FOUNDATION 3 EACH BASE (TYP)
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10'
25'
17'-4"
17'-4"
17'-4"
17'-4"
25' HT.
CHAIN LINK
BACKSTOP
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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
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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: [email protected] 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
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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: [email protected] 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