RETAIN RAISED MOUNDS
FOR PITCHER
5. The Contractor shall employ tree protection/silt fencing and erosion control methods at
and around limits of work as required by local ordinances. All work shall conform to
requirements of the local soil conservation district and all applicable federal, state,
county and/or local statutes, ordinances, regulations, laws and codes. Silt and erosion
control methods shall be employed prior to demolition and shall remain in place until
work is completed.
6. The Contractor is responsible for obtaining all necessary permits and for adherence to all
ordinances, regulations, laws and codes having jurisdiction over the property.
7. The Contractor shall coordinate disposal of construction debris from demolition with
Owner's Representative and follow methods of disposal as required by City of Alexandria
ordinances.
REMOVE EXISTING
TIMBERS AND GRAVEL
IN THIS AREA
2
PITCHING WARMUP AREA
Scale: 1" = 10'-0"
BALL FIELD IMPROVEMENTS
4. The Contractor shall contact all local utilities companies, a minimum of 72 hours prior to
any demolition, to determine the exact location of all existing utilities, and shall be fully
responsible for any and all damages which may be occasioned by the Contractor's
failure to exactly locate and preserve any and all existing utilities.
SCALE - 1" = 10'
TREE PROTECTION
AREANO STORAGE
OR CONSTRUCTION
TO OCCUR WITHIN
TREE CANOPY
0'
5'
10'
20'
30'
ALEXANDRIA, VIRGINIA
3. The Contractor shall preserve and protect all existing conditions unless otherwise noted.
Methods used to protect existing conditions shall be maintained and replaced if they are
damaged during construction. No materials may be stored anywhere within the root
zone of the existing trees to remain and tree protection fencing shall remain in place
during the entire term of construction.
101 N. Columbus Street Suite 408
Alexandria, Virginia 22314
(703) 549-9155 phone
(703) 683-0295 fax
www.kanegroup.com
2. Survey information, including topography, spot elevations, and location of utility vaults,
tree, and buildings is provided by R.C. Fields of Alexandria, Virginia. Contractor is
responsible for verification of existing conditions information shown on drawings and
should he find any discrepancies, omissions, ambiguities, or conflicts, he shall bring
these items to the attention of the Owner's Representative for direction before
proceeding with work.
St. Stephen's and St. Agnes School
REMOVE TIMBER SURROUND
AND ALL ASTROTURF
1. The Contractor shall fully acquaint himself and be familiar with the conditions of the site
and also familiar with the drawings and specifications. After visiting the site or during
construction, should the Contractor find any discrepancies, omissions, ambiguities, or
conflicts in or among the contracts documents or question their meaning, he shall bring
these items to the attention of the Owner's Representative for direction before
proceeding with work.
LANDSCAPE ARCHITECTS
THE KANE GROUP
DEMOLITION NOTES
REMOVE TIMBER RETAINING WALL
AND EXISTING ASTRO TURF
REMOVE EXISTING
CHAIN LINK FENCE
AND POSTS ALONG
EXTENT OF FIELD THIS SIDE
BID
FEBRUARY 27, 2012
FEBRUARY 27, 2012
1
BASEBALL FIELD DEMOLITION PLAN
Scale: 1" = 10'-0"
SCALE - 1" = 10'
0'
5'
10'
20'
30'
BASEBALL
DEMOLITION
PLAN
L-1
2. Survey information, including topography, spot elevations, and location of utility
vaults, tree, and buildings is provided by R.C. Fields of Alexandria, Virginia.
Contractor is responsible for verification of existing conditions information shown on
drawings and should he find any discrepancies, omissions, ambiguities, or conflicts,
he shall bring these items to the attention of the Owner's Representative for
direction before proceeding with work.
3. The Contractor shall preserve and protect all existing conditions unless otherwise
noted. Methods used to protect existing conditions shall be maintained and
replaced if they are damaged during construction. No materials may be stored
anywhere within the root zone of the existing trees to remain and tree protection
fencing shall remain in place during the entire term of construction.
4. The Contractor shall contact all local utilities companies, a minimum of 72 hours
prior to any demolition, to determine the exact location of all existing utilities, and
shall be fully responsible for any and all damages which may be occasioned by the
Contractor's failure to exactly locate and preserve any and all existing utilities.
101 N. Columbus Street Suite 408
Alexandria, Virginia 22314
(703) 549-9155 phone
(703) 683-0295 fax
www.kanegroup.com
1. The Contractor shall fully acquaint himself and be familiar with the conditions of the
site and also familiar with the drawings and specifications. After visiting the site or
during construction, should the Contractor find any discrepancies, omissions,
ambiguities, or conflicts in or among the contracts documents or question their
meaning, he shall bring these items to the attention of the Owner's Representative
for direction before proceeding with work.
LANDSCAPE ARCHITECTS
THE KANE GROUP
DEMOLITION NOTES
REMOVE TIMBER EDGE
AND ASTRO TURF
SCORE BOARD
TO REMAIN
ALEXANDRIA, VIRGINIA
7. The Contractor shall coordinate disposal of construction debris from demolition with
Owner's Representative and follow methods of disposal as required by City of
Alexandria ordinances.
BALL FIELD IMPROVEMENTS
RETAIN ALL ELECTRICAL
JUNCTION BOXES
IN THIS
AREA.
6. The Contractor is responsible for obtaining all necessary permits and for adherence
to all ordinances, regulations, laws and codes having jurisdiction over the property.
St. Stephen's and St. Agnes School
5. The Contractor shall employ tree protection/silt fencing and erosion control
methods at and around limits of work as required by local ordinances. All work shall
conform to requirements of the local soil conservation district and all applicable
federal, state, county and/or local statutes, ordinances, regulations, laws and
codes. Silt and erosion control methods shall be employed prior to demolition and
shall remain in place until work is completed.
BID
FEBRUARY 27, 2012
FEBRUARY 27, 2012
1
SOFTBALL FIELD DEMOLITION PLAN
Scale: 1" = 10'-0"
SCALE - 1" = 10'
0'
5'
10'
20'
30'
SOFTBALL
DEMOLITION
PLAN
L-2
S T.
50'-0"
6
L-5
FLEX-I-PAVE SURFACE
DETAIL
DETAIL
BEGIN
SAFETY FENCE
EXPAND WIDTH OF
PITCHING
WARM-UP AREA
BY 3'-0"
RETAIN EXISTING
PITCHING MOUNDS
OPENING
3'-0"
EX.
OAK
EXISTING
TREES
(MULCH
ENTIRE
BED
LENGTH)
2
6 8'-HT. CHAIN-LINK FENCE
L-5
(FRONT OF DUGOUT)
Scale: 1" = 10'-0"
SCALE - 1" = 10'
0'
5'
10'
20'
30'
BEGIN CHAIN LINK
8' HT. CHAIN LINK
FENCE
existing sidewalk
6
L-5
OPENING
10' HT. SAFETY FENCE
END
SAFETY
FENCE
8' HT. CHAIN-LINK FENCE
(FRONT OF DUGOUT)
4' HT. CHAIN-LINK FENCE
ONE SIDE & BACK OF DUGOUT)
6
L-5
CAST STONE
SCHOOL LOGOCENTER ON
END WALL
(OWNER PROVIDED)
OPENING
BEGIN SAFETY
FENCE
CAST STONE
SCHOOL LOGOCENTER ON
END WALL
(OWNER PROVIDED)
4'-0"
20' HT. SAFETY FENCE
AND POSTS AT BACKSTOP
20'-0"
2
L-5
5
L-5
EX.
OAK
101 N. Columbus Street Suite 408
Alexandria, Virginia 22314
(703) 549-9155 phone
(703) 683-0295 fax
www.kanegroup.com
PITCHING WARMUP AREA
ALEXANDRIA, VIRGINIA
4'-HT. CHAIN-LINK FENCE
(BACK & ONE SIDE OF DUGOUT)
RETAIN ALL EXISTING
EVERGREEN TREES
St. Stephen's and St. Agnes School
END CHAIN LINK
BALL FIELD IMPROVEMENTS
FLEX-I-PAVE SURFACE
3
L-5
LANDSCAPE ARCHITECTS
10' HT. SAFETY FENCE
THE KANE GROUP
R OA D
S T. S T E P H E N ' S
RETAIN ALL EXISTING
EVERGREEN TREES
S T E P H E N' S
BEGIN
SAFETY FENCE
ROAD
(10) 6' - 7' HT.
'NELLIE STEVENS' HOLLY;
CONTINUOUS BED
MULCH ENTIRE
LENGTH
RELOCATE EX.
GFCI
ON BACK
OF BRICK WALL
BRICK BACKSTOP
COPING LAYOUT
20'-0" (typ)
21'-8"
4'-0"
BID
50'-0"
38'-0"
12" THICKNESS, CMU CORE
WALL WITH BRICK VENEER;
BRICK AND MORTAR TO MATCH
NEW BACKSTOP.
WALL HEIGHT VARIES 12" - 20"
FEBRUARY 27, 2012
FEBRUARY 27, 2012
1
BASEBALL FIELD LAYOUT PLAN
Scale: 1" = 10'-0"
SCALE - 1" = 10'
0'
5'
10'
20'
30'
HARDBALL
FIELD LAYOUT
PLAN
L-3
CONCRETE PAD
4'-0"
4''0"
OPENING
14'-3"
CONCRETE PAD
MAINTAIN
1" DRIP EDGE
ON BOTH SIDES OF
BACKSTOP WALL
CANTILEVER DUGOUT
2
L-4
5'-9" TYP.
BENCHES INSIDE
14'-3" TYP.
8' HT. CHAIN LINK FENCE
(FRONT OF DUGOUT)
4' HT. CHAIN LINK FENCE; BACK & SOUTH SIDE
11'-0"
1'-6"
1'-6"
MORTAR JOINTS
MORTAR COLOR TO
MATCH CAST STONE
COPING
CORE DRILL HOLES FOR
BACKSTOP SAFETY NET
POSTS AND POST SLEEVES
SEAL TO PREVENT MOISTURE
INFILTRATION
2'-9"
TYP.
BEGIN
SAFETY FENCE
BEGIN
SAFETY FENCE
11'-0"
3'-0"
OPENING
3'-0" OPENING
10' HT. SAFETY
FENCE
1
2"
8' HT. CHAIN LINK FENCE
(FRONT OF DUGOUT)
4' HT. CHAIN LINK FENCE:
BACK & SOUTH SIDE
10' HT. SAFETY FENCE
4'-0"
3
101 N. Columbus Street Suite 408
Alexandria, Virginia 22314
(703) 549-9155 phone
(703) 683-0295 fax
www.kanegroup.com
16' HT. SAFETY FENCE
AND POLES;
OPTION 1: REUSE EXIST.
POLES AND SAFETY NE T
COPING LAYOUT
LANDSCAPE ARCHITECTS
3
L-4
THE KANE GROUP
SPACING ON SAFETY
NET POSTS PER
MANUFACTURER
SPECIFICATION
3'
COPING LAYOUT
Scale:1/4" = 1'-0"
30'-0"
END
SAFETY
FENCE
1
END
SAFETY
FENCE
SOFTBALL FIELD LAYOUT PLAN
7'-6"
STEEL COLUMN MOUNTING
FLANGE TYP.
Scale: 1" = 10'-0"
BLEACHER
SUPPORT
SCALE - 1" = 10'
EDGE OF CONCRETE PAD
ROOF LINE OF DUGUOUT
0'
CONCRETE SCORING PATTERN
24" O.C. START LAYOUT FROM
CENTER LINE OF SLAB
5'
BALL FIELD IMPROVEMENTS
21'-6"
10'
20'
4" THICK CONCRETE PAD BELOW
REINFORCED WITH 6 X 6 X #10 WWM;
BLEACHERS TO BE BOLTED TO SLAB
PER MANUFACTURER SPECIFICATION
30'
4
21' METAL BLEACHER
Scale:1/4" = 1'-0"
CHAINLINK FENCE TYP.
ALEXANDRIA, VIRGINIA
4'-0"
St. Stephen's and St. Agnes School
30'-0"
10'
25'-6"
FIELD SIDE OF DUGOUT
29 GA. CLASSIC RIB CORRUGATED
METAL ROOFING
COLOR T.B.D.
PLAN
24'-0"
PRE-FABRICATED 8" X 4" X 41" HR
STEEL TUBE COLUMNS w/ PRE
DRILLED 10" X 13" X 34" BASE PLATES
FASCIA COLOR
T.B.D.
FASCIA
COLOR
T.B.D.
8'-0" CHAINLINK
FENCE
COLUMN COLOR
T.B.D.
4 - 34" HILTI-KWIK BOLT 3
MIN. 6 21" EMBEDMENT
IN SLAB
FEBRUARY 27, 2012
9'-3"
7'-2"
FINISH
GRADE
1'
3000 PSI NORMAL WEIGHT CONCRETE
REINFORCED WITH #4 REBAR 2' O.C.
ROUGH BROOM FINISH
ALIGN REBAR GRID IN SLAB TO AVOID
MOUNTING HARDWARE OF COLUMNS
CANTILEVER DUGOUT
Scale:1/4" = 1'-0"
FEBRUARY 27, 2012
4'-0" CHAINLINK
FENCE
18" THICKENED PERIMETER
EDGE w/ 8" SLAB THICKNESS
2
BID
FENCE POST
FOOTING
1'-6"
ELEVATION
SOFTBALL
FIELD LAYOUT
PLAN
SECTION
L-4
SECTION
BASEBALL CANTILEVER DUGOUT
1/4" = 1'-0"
5
COPING LAYOUT
1/4" = 1'-0"
101 N. Columbus Street Suite 408
Alexandria, Virginia 22314
(703) 549-9155 phone
(703) 683-0295 fax
www.kanegroup.com
ALEXANDRIA, VIRGINIA
1
1/4" = 1'-0"
St. Stephen's and St. Agnes School
ELEVATION
5-TIER METAL BLEACHER WITH CENTRAL AISLE (BASEBALL)
BALL FIELD IMPROVEMENTS
4
LANDSCAPE ARCHITECTS
THE KANE GROUP
PLAN
BID
NOTE: SCHOOL MUST
PROVIDE CUSTOM SAFETY
MATS FOR FIELD SIDE OF
BOTH BACKSTOPS.
FEBRUARY 27, 2012
FEBRUARY 27, 2012
2"
DETAILS
2
BRICK BACKSTOP
1/2" = 1'-0"
3
FLEXI-PAVE PERMEABLE PAVEMENT
1/2" = 1'-0"
6
CHAIN LINK FENCE
1/2" = 1'-0"
L-5