HomeMy WebLinkAbout28-18 Site PlanVICINITY MAP
FREDERICK
COUNTY PUBLIC
SCHOOLS
SHERANDO HIGH
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SHERANDO
FREDERICK COUNTY, VIRGINIA
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GENERAL PROJECT NOTES
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1. OWNER:
FREDERICK COUNTY SCHOOL BOARD
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SUPERINTENDENT OF SCHOOLS
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1415 AMHERST STREET
WINCHESTER, VA 22601
(540) 622-3888
2. ARCHITECT/ENGINEER:
OWPR, INC.
200 COUNTRY CLUB DRIVE
PLAZA ONE, BUILDING -E"
BLACKSBURG, VA 24060
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(540) 552-2151 FAX (540) 951-0219
3. SITE AREAS:
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TOTAL SITE AREA 50.56 ACRES
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TOTAL DISTURBED SITE AREA 0.41 ACRES
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6. PROPERTY INFORMATION:
TAX PARCEL: 86—A -143C
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CURRENT USE: ATHLETIC FIELDS
PHYSICAL ADDRESS. 120 LINE DR
STEPHENS CITY, VA 22655
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7. CONTRACTOR SHALL HAVE A LICENSED LAND SURVEYOR RESET ANY BENCHMARKS
DISTURBED DURING CONSTRUCTION AND SHALL NOTE THE NEW LOCATION AND ELEVATION
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8. ALL EXISTING SITE FEATURES DAMAGED AS A RESULT OF THE CONTRACTOR'S ACTIONS
SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT/ENGINEER AT NO
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ADDITIONAL COST TO THE OWNER.
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9. A PRE CONSTRUCTION MEETING WILL BE HELD PRIOR TO BEGINNING CONSTRUCTION.
10. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET COMPLIANCE REQUIREMENTS WITH
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SECTION 59.1-406.ET.SEQ., OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES
SAFETY ACT).
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11. FREDERICK WATER PROJECT INFORMATION - NO CHANGE IN WATER AND SANITARY SEWER
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DEMAND OR USAGE.
12. NO PROPOSED CHANGES TO SITE SIGNAGE OR LANDSCAPING INCLUDED IN THIS PROJECT.
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13. NO PROPOSED BUILDING -MOUNTED OR POLE -MOUNTED SITE LIGHTING INCLUDED IN THIS
PROJECT.
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NO PROPOSED CHANGES TO THE EXISTING PARKING.
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15. PREVIOUS APPROVED SITE PLANS INCLUDE:
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INDEX OF D RAW I N G S
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T101 TITLE SHEET
C101 OVERALL SITE PLAN
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C102 SITE PLAN
C103 SITE PLAN DETAILS
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C104 FIRE LANE PLAN AND DE TAILS
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C201 MODULAR PRESS BOX
C202 MODULAR DUGOUTS 1
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REVISIONS
DATE
200 Country Club Dr. SW
16 AUG 18
-
Plaza One ® BuildingE
APPROVED BY FREDERICK COUNTY
9
NO.
DATE
DESCRIPTION
Blacksburg, Virginia 24060
ZONING ADMINISTRATOR
WILLIAM A. SHELTON
Lic. No. 031651
1
08/22,/18
ADDENDUM #1
COMM NO.
P: 540-552-2151
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F: 540-951-0219
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www.owpr.com
APPROVAL SIGNATURE
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SET NO.
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5550 Winchester Avenue
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Berkeley Business Park • Suite 5
DAMELW. GIB ON
ARCHITECTSAND
Martinsburg, WV 25401
ENGINEERS
* THIS SITE PLAN SHALL BE VALID FOR A PERIOD
OF FIVE (5) YEARS FROM DATE OF APPROVAL.
ed Lie. No. 44271 4
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SHEET NO.
P: 304-381-8541
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LEGEND
EXISTING
DEMO
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DESCRIPTION
2050 - -
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2050
CONTOURS
100'
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112.00
SPOT ELEVATIONS
W
FRONT
N/A
CONCRETE CURB
N/A
REAR
N/A
BUILDING HEIGHT:
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PROPOSED HEIGHT
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OVERALL SITE PLAN
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SURVEY NOTES
1. TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON AN
ACTUAL FIELD SURVEY COMPLETED FEBRUARY 5, 2018.
SURVEY PROVIDED BY ROBERTS LAND SURVEYING,
HEDGESVILLE, WEST VIRGINIA.
2. THE BOUNDARY INFORMATION WAS PREPARED WITHOUT THE
BENEFIT OF A TITLE REPORT.
3. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED
FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS.
THE SURVEYOR MAKES NO GUARANTEES THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION
INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION
AVAILABLE.
4. BOUNDARY DISTANCES AND BEARINGS PROVIDED WERE TAKEN
FROM EXISTING RECORD DRAWINGS AND HAVE NOT BEEN
VERIFIED. THIS PLAT DOES NOT CONSTITUTE A BOUNDARY
SURVEY.
UTILITY CONTACTS
COMCAST COMMUNICATIONS
195 RAINVILLE ROAD
WINCHESTER, VA.22602
(540) 504-0942
WASHINGTON GAS
P.O. BOX 2400
WINCHESTER VIRGINIA 22604
(540)868-7923
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA 22602
(540) 665-3153
SHENANDOAH VALLEY ELECTRIC COOPERATIVE
3463 VALLEY PIKE
WINCHESTER, VIRGINIA 22602
(540) 868-0097
RAPPAHANNOCK ELECTRIC COOPERATIVE
137 KELLEY COURT
FRONT ROYAL, VIRGINIA 22630
(540) 622-5138
FREDERICK WATER
P.O. BOX 1877
WINCHESTER VIRGINIA 22604
(540)868-1061
ZONING INFORMATION
ZONING: RURAL AREAS (RA)
REQUIRED MINIMUM SETBACKS:
,
FRONT
60'
SIDE
100'
REAR
100'
PROVIDED SETBACKS:
W
FRONT
N/A
SIDE
N/A
REAR
N/A
BUILDING HEIGHT:
^
MAXIMUM HEIGHT
35'
PROPOSED HEIGHT
22'-2"
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Lic. No. 031651
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DIMENSIONAL NOTES
1. SEE SHEET C104 FOR BUILDING DIMENSIONS.
2. ALL DIMENSIONS SHOWN ARE TO FACE OF BUILDING, FACE OF
CURB, EDGE OF PAVEMENT, AND PERPENDICULAR TO PROPERTY
LINES.
3. ALL EXTERIOR CONCRETE ENTRY PADS, PATIOS, PORCHES AND
SIDEWALKS SHALL BE 4 INCHES THICK, 4000 PSI AIR ENTRAINED
CONCRETE, REINFORCED WITH WWF 6X6, W1.4 X W1.4 OR FIBROUS
REINFORCING. CONCRETE SHALL BE PLACED OVER A 4 INCH
LAYER OF COMPACTED VDOT TYPE #57 AGGREGATE.
4. CONTROL JOINTS: PROVIDE CONTROL JOINTS, SECTIONING
CONCRETE INTO AREAS AS SHOWN. JOINTS IN SIDEWALKS SHALL
BE AT A SPACING EQUAL TO THE SIDEWALK WIDTH. JOINTS
SHALL BE TOOLED OR SAWN INTO CONCRETE A DEPTH EQUAL TO
Y4 OF CONCRETE THICKNESS.
5. EXPANSION JOINTS: PROVIDE PRE—MOLDED JOINT FILLER
EXPANSION JOINTS WHERE NEW SIDEWALKS OR OTHER CONCRETE
PAVING ABUTS CONCRETE CURBS, CATCH BASINS, MANHOLES,
INLETS, STRUCTURES, EXISTING WALKS, AND OTHER FIXED
OBJECTS. LOCATE EXPANSION JOINTS IN SIDEWALKS AT A
MAXIMUM OF 50' O.C. JOINT FILLER SHALL EXTEND THE FULL
to
LENGTH AND DEPTH OF JOINT, BUT SHALL BE LET BELOW THE FINISHED SURFACE AND THE RESULTANT SPA
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FILLED WITH URETHANE JOINT SEALER.
6. CONTRACTOR TO PROVIDE CALCULATIONS AND DETAILS SEALED BY
A REGISTERED ENGINEER IN THE STATE OF VIRGINIA FOR
SCOREBOARD BASE/FOUNDATIONS.
1. CONTRACTOR SHALL CONTACT "MISS UTILITY" (800-552-7001)
FOR MARKING OF UTILITIES 72 HOURS PRIOR TO ANY EXCAVATION
OR CONSTRUCTION
2. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS
AS DETERMINED FROM A FIELD SURVEY OF ABOVE GROUND
UTILITY FEATURES AND RECORD DRAWINGS. CONTRACTOR SHALL
BE RESPONSIBLE FOR VERIFICATION OF ALL UTILITY LOCATIONS,
DEPTHS, AND SIZES PRIOR TO CONSTRUCTION. IF EXISTING
CONDITIONS ARE DIFFERENT THAN THAT WHICH IS SHOWN ON THE
DRAWINGS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY.
3. THERE MAY EXIST UTILITIES WHICH HAVE NOT BEEN SHOWN ON
THE PLANS AND OF WHICH THERE IS NO RECORD. IF ACTIVE
UTILITIES ARE ENCOUNTERED WHICH WERE NOT INDICATED ON THE
DRAWINGS, CONTRACTOR SHALL CONTACT THE APPROPRIATE
UTILITY COMPANY AND THE ARCH I TECT/tN GIN EER IMMEDIATELY.
CONTRACTOR SHALL TAKE NECESSARY STEPS TO RESTORE UTILITY
SERVICE TO ANY DAMAGED UTILITIES AS SOON AS POSSIBLE.
4. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL
UNDERGROUND UTILITIES BEFORE COMMENCING WITH
CONSTRUCTION.
5. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND.
GRADING & DRAINAGE NOTES
1. GRADE AROUND ALL BUILDINGS TO PROVIDE POSITIVE DRAINAGE
AWAY FROM THE BUILDING.
2. GRADE ALL AREAS IN THE VICINITY OF DROP INLETS TO PROVIDE
POSITIVE DRAINAGE TOWARD THE INLET.
3. THE CONTRACTOR SHALL SPREAD AND FINE GRADE TOPSOIL, AND
APPLY PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS
TO ALL DISTURBED UNPAVED AREAS.
EROSION CONTROL NOTES
1. ANY EROSION AND SEDIMENTATION CONTROL PRACTICES UTILIZED
SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION &
SEDIMENT CONTROL HANDBOOK, LATEST EDITION.
2. ALL EROSION CONTROL MEASURES WHICH SERVE THIS SITE SHALL
REMAIN IN PLACE AND SHALL BE MAINTAINED BY THE
CONTRACTOR UNTIL THE AREAS THEY SERVE HAVE BEEN
STABILIZED. CONTRACTOR SHALL REMOVE ALL EROSION CONTROL
MEASURES THAT SERVE THIS SITE ONCE THE AREAS THEY SERVE
HAVE BEEN STABILIZED.
3. CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS DEEMED NECESSARY BY INSPECTORS OR LOCAL
OFFICIALS.
4. CONTRACTOR SHALL MAINTAIN ALL STREETS AND ROADWAYS
FREE OF MUD AND DIRT, AND SHALL CONTROL ALL AIRBORNE
POLLUTANTS AS NECESSARY.
5. ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL
STOCKPILES SHALL BE SEEDED FOR TEMPORARY VEGETATIVE
COVER IMMEDIATELY AFTER INSTALLATION.
6. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE
APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL
GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY
SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO
DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL
REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 14 DAYS.
PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT
ARE TO BE LEFT DORMANT FOR MORE THAN A YEAR.
7. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL
BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING
MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE
TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL
SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY
TRANSPORTED FROM THE PROJECT.
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WILLIAM A. SHELTON
Lic. No. 031651
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6' CLF
BULL PEN DETAIL
NO SCALE
CURB
J
SHALL BE 1"
ABOVE
STONE
CAP
"C"
POST
EMBED.
2"-3"
VDOT #57 CAP
3 TO 5
12"
DUGOUT SLAB
36"
6 TO 9 14" 42"
1 40"
10 TO 12 16" 46"
44"
NON -WOVEN FILTER
4.000"
a
FABRIC (LAPPED AT
baa
36"
TOP)
40"
a
44"
13'
6.625"
VDOT #57
N 0a�aa AGGREGATE BACKFILL
a
1' -
FRENCH DRAIN
NO SCALE
COMPACTED
SUBGRADE
EXPOSED CONC TO BE
TROWLED AND BROOM FINISHED
1'x1' CONCRETE EDGE
1" HAND TOOLED RADIUS
4" COMPACTED VDOT 21-A
II AGGREGATE IN AREAS WITHOUT
UNDERLYING POST FOUNDATIONS
4000 psi CONC. REINF.
WITH 6x6 - W1.4xW1.4 WWF,
OR FIBROUS REINFORCING
1" R FSEE PLAN FOR WIDTH
SLOPE TO DRAIN (J"/FT MAX)
° d 14
75.0'
CONCRETE SIDEWALK
NO SCALE
D
O o D
a a
D o
a
O a p
7" DEEP INFIELD o ° CONCRETE PAD o
COVER MATERIAL - BATTING CAGE a
BATTERS BOXES o a s o 0
- 6.0' -- 8.0'
STANDARD 3" O.D. SCH 40
GALV. STEEL POST
5.0'
1" R SLO TO DRAI1'
4
11-111-111 .
4" AGGREGATE BASE I -
(VDOT #57)
4000 PSI CONC. REINF. IF
W/ 6x6 - W1.4xW1.4 WWF,
OR FIBROUS REINFORCING
III —
III ° III—I
—ISI—I ° a. 11I-
111111111 °° ;IIIIII
II=III ° III=1
EMBEDDED BATTING
CAGE POSTS
PLAN VIEW
SCALE: 1" = 10'
7 .INFIELD, MATER.IAL.`
sI cll�� —I
I I 1=III III III=
ri—ii°I--II—III—III—III—III:
=1 I I=1 I I=1 I I=1 I I=1 I I=1 11=
2.0'
4.0'
BATTING CAGE
CABLES & NET
STANDARD 3" O.D. SCH 40
GALV. STEEL POST
5.0'
—III -4i' TOPSOIL
—
il l i
NOTE: BATTING CAGE SHALL BE BEACON ATHLETICS 3.5' DEPTH I
11111 L I Q a I I=� I
TUFFFRAME MODULAR OUTDOOR BATTING CAGE MODEL
#105-100-260 OR APPROVED EQUAL. NETTING 6" #57 STONE III—I
CAGEL BE 12' HIGH, UV TREATED, KNOTLESS NYLON IIIIII III—III I I it I
BATTING CAGE DETAILS
NO SCALE
18"
Im JELST 'I ; I
.01 ii i a
MR i EM H.Ew � ME
Falr.Play Scoreboards
hV Trans- W x Cnrpvrafion
P.O. Bans IM FANSr18471
1700 Delevarre Avenue
Dem Mines, 19wa 56317
Phorse: 515-265-5385
Toll free: 93E 543-79M
www.hlr-play.com
Fv:-Vj I CHANGE DATE
01-7126-04-2 A GENERAL UPMT6• HANGER. SPACING 05-16-
042406 SEW
BA -7176-2
SIM: 26'-O"L X W-rH x I"
POWER; 120 VAC, 60 Hz.. 1 -PHASE
611 WATT a.
12C VAC AT THE CONTROL LOCATION.
CONTROL CONSOLE: MP -70 SERIES CONTROLLER.
CONTROL CABLE: 22QA 2 -WIRE SHIELDED.
(IF WIRELESS ORDERED, CABLE NOT REWO.)
LEDs: LIMBER LED.
OPTIONS: LIGHTNING BYAMAGE REOUCTION UNIT.
WIRELESS MP -70 CONTROL OPERATION.
ACTUAL WENWT: 316 LHS.
GENERAL NOTES;
• REFERENCE 01-0600-01 FOR RI5TALLATION NOTES.
• POWER REQUIREMENTS ARE VALID FOR 90 DAYS AFTER THE ORIGINAL
RELEASE OR BY THE MOST RECENT REVISION OF THE DRAWING.
POWER CONDUIT
CONTROL CONDUIT
(#297 PLUG)
FACE VIEW FOR
BA -7126-2
10'I 0" OWNER'S FUSED RAINTIGHT 25'-0"
UPPORT DISCONNECT SWITCH
COLUMN O TO OWNERS
--• POWER SUPPLY
CONTROL CABLE COLUMNS AND FOOTINGS SELECTED FOR LOCATING SCOREBOARD
10'-0" ABOVE GRADE. WIND LOAD- 30 psf (80 mph).
CONTROL RECEPTACLE BOX SOIL- AVERAGE WITH ALLOWABLE STRESSES OF 2500 psf.
DESIGN SHOULD BE ALTERED FOR DIFFERENT SOIL CONDITIONS,
DUPLEX CLEARANCE, OR LOCAL CODES. FAIR -PLAY ASSUMES NO
OUTLET RESPONSIBILITIES FOR INSTALLATIONS DONE BY OTHERS.
CONTROL CABLES- SUGGEST 3/4" CONDUIT BE USED FOR BURIED
15A SUPPLY CABLE IN AREAS WHERE IT MAY BE SUBJECT TO MECHANICAL DAMAGE.
o TO 120 VAC POWER WIRES SHOULD BE ROUTED IN SEPARATE CONDUIT FROM
CONTROL CABLE.
SCID CONTROL INSTALLATION DRAWING SHOULD BE REVIEWED BY A LICENSED
PROFESSIONAL ENGINEER IN YOUR AREA PRIOR TO CONSTRUCTION.
+ REFERENCE 01-0500-01 FOR INSTALLATION NOTES.
H
B A B
DETAIL A
(2X SCALE) C
1 1/4" --- ---------T
-
I I
D I I G
I I
STANDARD JBRACKET- — - - — - — - — - — -
C BA -7126-2
HANGER BRACKETS
BACK VIEW
DIMENSIONS BA -7126-2
A B C D E F G H COLUMNS POWER
7 AMPS TOTAL
13'-O" 6'-6" 1 1 /4" W-3 1 /2" 2'-6" S'-6" 6'-6" 26'-0" W10 X 22 120 VAC, 1 -PH
SCOREBOARD
NO SCALE
WE
01-7126-04-111
NOTES
GRAND SLAM FENCING PREMIUM KIT
314' FENCING ROLL – 200' FENCE DISTANCE
POLES ARE PLACED EVERY 10 FEET
AVAILABLE IN RED, BLUE OR GREEN FENCING
ALL FENCING COMES WITH YELLOW HOME RUN MARKERS AT THE TOP OF THE
FENCING ROLL
KIT INCLUDES
– 314' LONG FENCING ROLL
– 33 FENCING POLES
– 33 GROUND SOCKETS
– FOUL POLE KIT
– 3 DISTANCE BANNERS
– TAPE MEASURE
– 18" AUGER
ON DECK SPORTS
150 WOOD RD., SUITE 200
BRAINTREE, MA 02184
I NFO®ONDECKSPORTS.COM
1-800-365-6171
REMOVABLE FENCING
NO SCALE
10' CENTER OF POST TO
CENTER OF POST (MAXIMUM
TOP RAIL --.4
GATE POST
GATE
LEAF
WIDTH
GATE
POST
OD
FABRIC
HEIGHT
A
DIAM
B
DEPTH
"C"
POST
EMBED.
3' TO 6'
2.875"
3 TO 5
12"
38"
36"
6 TO 9 14" 42"
1 40"
10 TO 12 16" 46"
44"
7' TO 12'
4.000"
3' TO 5'
14"
38"
36"
6 TO 9 16" 42"
40"
10' TO 12' 18" 1 46"
44"
13'
6.625"
8'-0"
16"
1 42"
40"
BOTTOM RAIL
ON TENNIS
GRADE
DIA. OF
POST
AS
POST CAP
��NUBLE
UCKLE
II III ILII IIIIII IIIIII
–III=III— a III
CONCRETE
LINE AND TERMINAL POSTS FOOTING °
4
FABRIC
HEIGHT
TYPE
POST
"A"
DIAM
"B"
DEPTH
"C" POST
EMBEDMENT
3'-0" TO 4'-0"
LINE
6"
26"
24"
TERMINAL 10" 32"
30"
5'-0"
LINE
8"
32"
30"
ERMINAL 10" 32"
30"
6'-0" TO 9'-0"
LINE
12"
38"
36"
TERMINAL 12" 38"
36"
10'-0" TO 12'-0"
LINE
18"
38"
36"
TERMINAL 18" 38"
36"
13'-0" TO 18'-0"
LINE
24"
42"
40"
TERMINAL 24" 42"
40"
M
4
°
a .
0
11
A"
NOTE: TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS
CHAIN LINK FENCES AND GATES
NO SCALE
���PLTH of P/�
o
WILLIAM A. SHELTON 9
Lie. No. 031651
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PROVIDED BETWEEN
BOLLARDS AND SHALL BE SECURED WITH AN OWNER PROVIDED LOCK
ON ONE SIDE.
I
BOLLARD DETAIL
NO SCALE
EXPAND ENTRANCE
/ WIDTH TO 20 FEET
/ WITH 8" VDOT 21B
STAINLESS STEEL RINGS TO
18" HANG ON ZINC PLATED STEEL
CHAIN
t FIRE LANE DOUBLE -SIDED METAL SIGN;
`1' CHARACTERS AND
j D0 NOT ENTER BACKGROUND SHALL BE
i EGGSHELL, MATTE, OR OTHER
NON -GLARE SURFACE
FIRE LANE CHAIN SIGN
NO SCALE
FIRE LANE PLAN
30' 0 50' 100 150'
1" = 60'-0"
EXISTING�, z
FIRE HYDRANT
yy
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EXPAND FIRE LANE
WIDTH TO 20 FEET
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DO NOT DAMAGE EXISTING
TREES DURING FIRE LANE
WIDTH EXPANSION (TYP)
EXISTING UTILITY
TRANSFORMER
FIRE LANE NOTES
1. DIG TEST HOLES EVERY 100' ALONG CENTERLINE OF EXISTING FIRE
LANE TO A DEPTH OF 8".
2. WHERE EXISTING AGGREGATE DOES NOT EXTEND TO BOTTOM OF TEST
HOLE, EXCAVATE 20' WIDTH TO A DEPTH OF 8" FOR A DISTANCE OF
50' IN EITHER DIRECTION ALONG THE CENTERLINE. INSTALL 8" OF
VDOT 21B COMPACTED FOR ENTIRE WIDTH.
3. PROTECT TREES AROUND FIRE LANE WHICH MIGHT BE DAMAGED
DURING DEMOLITION AND WHICH ARE INDICATED TO BE LEFT IN
PLACE WITH A 6 -FOOT HIGH FENCE. ERECT THE FENCE A MINIMUM
OF 5 FEET FROM THE TRUNK OF INDIVIDUAL TREES. THE FENCE MAY
FOLLOW THE OUTER PERIMETER OF BRANCHES OR CLUMPS OF TREES.
ANY EXISTING TREE DAMAGED DURING WORK UNDER THIS CONTRACT
SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER.
4. ALL FIRE LANE SIGNS SHALL BE DOUBLE -SIDED.
8'-6 12' METAL SIGN - CHARACTERS
"
° AND BACKGROUND SHALL BE
EGGSHELL, MATTE, OR OTHER
NO NON -GLARE SURFACE
00
PARKING RED LETTERING
° VDOT BREAKAWAY TYPE SIGNPOSTS.
ATTACH SIGN WITH RUSTPROOF HARDWARE
OR APPROVED EQUAL. 7' TO BOTTOM OF SIGN
NOTE:
1. FABRICATE SIGN PANELS OF 16 ga. ALUM.
2. USE NON -CORROSIVE 3/8" MACHINE BOLTS
W/ WASHERS, 2 PER SIGN.
NO PARKING SIGN
NO SCALE
8'-6" 12' METAL SIGN - CHARACTERS
° AND BACKGROUND SHALL BE
NO EGGSHELL, MATTE, OR OTHER
NON -GLARE SURFACE
PARKING
00
FIRP4OR
RED LETTERING
LAN
°T BREAKAWAY TYPE SIGNPOSTS.
CH SIGN WITH RUSTPROOF HARDWARE
FIRE—
EQUAL. 7' TO BOTTOM OF SIGN
NOTE:
1. FABRICATE SIGN PANELS OF 16 ga. ALUM.
2. USE NON -CORROSIVE 3/8" MACHINE BOLTS
W/ WASHERS, 2 PER SIGN.
3. ALL SIGNS SHALL BE DOUBLE -SIDED.
FIRE LANE SIGN
NO SCALE
01 VA R Of
WILLIAM A. SHELTON y
Lic. No. 031651
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PRESS BOX PANEL
e / /
/
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3-#3, 1-#8G, 1- C
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CONTRACTOR SHALL FIELD VERIFY
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30A, 2 CIRCUIT NEMA 3R ENCLOSED
DISCONNECT. PROVIDE WITH 2-20 AMP
SCOREBOARD
SINGLE PHASE BREAKERS AND A 30 \ SEE DETAILS ON
AMP 2 POLE MAIN BREAKER SHEET C103
I JUNCTION BOX i, / X , - E / /
2-#12, 1-#12G, J" C
ELECTRIC OUTLET
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EXISTING UTILITY
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COORDINATE WITH UTILITY FOR
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COMPACTED BACKFILL OF
ONSITE MATERIAL (OR VDOT
12" 21A UNDER PAVED SURFACES)
°°°°°°°°°°°°°°°°°° CONDUIT (SIZE AND NUMBER
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WHITLEY MANUFACTURING INC.
3116" = 1' 0"
- 6"
202 MILL
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3116" = 1'-0"
III I Wil
201 WEST FIRST STREET
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GRADE
GRADE O' - 0" V
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THI$ORANINGANC
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SOUTH WHRLEY.IN 9818]
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ELEVATIONS
Serial No
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date'.
4-21-16
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INC, ASSUMES NG
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WHITLEY MANUFACTURING INC.
- 6"
202 MILL
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S/N 2875
BY.
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I
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DRAWINGS FOR THIS PROJECT
ROOFOv BHANG
1 st Flr Wall Ht
�$ x2.31/4"
31$" EE1'-0"
rc
No.
Description Date
„9eP6TSTRE a
°raven B'�:
FIRST & SECOND FLOOR PLANS
2874-2877 4-21-16P
'
312"
i
—
S.T.A.
Checked B 'y
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Sightlines, Inc
g
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A$ indicated
SECTION A
P EIRMISSION: F WHITLEY MFG
ING.WNRLEYMFG. Go.
2'3 FLUSH WITH
90TTOM OF RAFTERS
PG
CALUMET
NEW TECH H.S. PRESS BOX/STORAGE
Model No. Page No.
Ia SME E1
IGo.,
NC., ASSUMES NO
RESPONCROZY FORWM
C_INORG=O USE OF THIS
DRAWING.
floors- shipped loose
(2)18'-0"x8'-0" MODULES
JOB IND.
2016-003WR A2.1.
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184
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Note: Identification hexagons on the
FLAT WASHER
A2
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BOLT PLATE AND
specifications. The letter in the
IIFTINGFrEBRAC:KETTOFfHANNFI
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1
hexagon matches the specification
SECTION CUT
L%
3/$" = 1'-0"
soction,the number inthe hexagon�LlftingEyeDetall
matches the section number
1 112"
No.
Description
Date
HEREON oG OFR SEGWM
STREET
Dral
By.
CROSS SECTION
senal No
2874-2877
[Date.
4-21-16
WHFEHBEH°PR
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Page No.
INC.. ASSUMES NO
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USEOFTHIS
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2 48
FAX F411387T939
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MODULES
S2.1
Rev.
Job No
GRAYING.
MANUFACTURING
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(2)18'-0"x8'-0"
2016-003WR
8"M 36" 37.50"
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N
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Foundation Notes
Notes
1. Loads in 1000 lbs.
2. This is a suggested plan only. Foundations to be designed by a
professional engineer per local soil and climate conditions.
3. Minimum depth as required by local conditions.
18' - O"
12"12"X3/8" weld plate
-------------
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6'-0" 6'-0"
----------R-----------------F]�
Field Notes. -
1. All foundation work shown on this drawing to be provided and installed on site per
dealer under contractual agreement.
Lfr RADE
_ STEEL PLATE CAST IN
FOUNDATION PERIMETER WALL.
FRAMES WELDED TO STEEL
PLATES ON GTE BY OTHERS.
FOUNDATION/ SLAB AS
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Model # 7203
118'-0"x8'-0" MODULES
PRELIMINARY
(Pier placement considered''\
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signed customer approval)F
Quote No. Scale:
As indicated
Model No. Page No.
ob No. A2.
. O
NOTES:
1. DRAWINGS ARE PRELIMINARY AND ARE FOR COORDINATION
PURPOSES ONLY — NOT FOR CONSTRUCTION.
2. ACTUAL PRESS BOX SIZE IS 9'X20'.
3. FINAL ENGINEERED DRAWINGS WILL BE PROVIDED BY THE
BUILDING MANUFACTURER.
4. FOUNDATION DESIGN WILL BE PROVIDED BY THE BUILDING
MANUFACTURER.
5. COORDINATE DELIVERY AND INSTALLATION WITH BUILDING
MANUFACTURER.
{ AR
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81.50" PLATFORM WIDTH
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36" GALVANIZED
No.
Description
Date
Revisions
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WHITLEY MANUFACTURING INC.
- 6"
202 MILL
(�
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201 WEST FIRST STREET
STEP
SOUTH VVLITLEY, INDIANA46787-0496
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I
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DRAWINGS FOR THIS PROJECT
ROOFOv BHANG
n Second Floor Plan Submittal
�$ x2.31/4"
31$" EE1'-0"
No.
Description Date
„9eP6TSTRE a
°raven B'�:
FIRST & SECOND FLOOR PLANS
2874-2877 4-21-16P
'
312"
WxRLErnnTIE ROP G S
w°xourEHEa°°Ess_'IS
—
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Checked B 'y
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g
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A$ indicated
SECTION A
P EIRMISSION: F WHITLEY MFG
ING.WNRLEYMFG. Go.
_ e —
PG
CALUMET
NEW TECH H.S. PRESS BOX/STORAGE
Model No. Page No.
Ia SME E1
IGo.,
NC., ASSUMES NO
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2016-003WR A2.1.
I`ev:
NOTES:
1. DRAWINGS ARE PRELIMINARY AND ARE FOR COORDINATION
PURPOSES ONLY — NOT FOR CONSTRUCTION.
2. ACTUAL PRESS BOX SIZE IS 9'X20'.
3. FINAL ENGINEERED DRAWINGS WILL BE PROVIDED BY THE
BUILDING MANUFACTURER.
4. FOUNDATION DESIGN WILL BE PROVIDED BY THE BUILDING
MANUFACTURER.
5. COORDINATE DELIVERY AND INSTALLATION WITH BUILDING
MANUFACTURER.
{ AR
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E.
R
81.50" PLATFORM WIDTH
16 TREADS O 11" = 176"
O
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36" GALVANIZED
No.
Description
Date
Revisions
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SECTION A
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PURPOSES ONLY — NOT FOR CONSTRUCTION.
2. ACTUAL PRESS BOX SIZE IS 9'X20'.
3. FINAL ENGINEERED DRAWINGS WILL BE PROVIDED BY THE
BUILDING MANUFACTURER.
4. FOUNDATION DESIGN WILL BE PROVIDED BY THE BUILDING
MANUFACTURER.
5. COORDINATE DELIVERY AND INSTALLATION WITH BUILDING
MANUFACTURER.
{ AR
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22 AUG 18
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STEEL FRAME STRUCTURE:
PRIMED & POWDER COATED
TUBULAR STEEL DESIGN,
VARIOUS STANDARD COLORS
AVAILABLE
BASE PLATE MOUNT
WITH ANCHORS
(PROVIDED)
29 GAUGE CORRUGATED
METAL ROOFING OVER FULLY
WELDED STEEL FRAMED ROOF
STRUCTURE, VARIOUS
STANDARD COLORS
AVAILABLE
EXTERIOR SIDING OVER OSB SHEATHING
AND HOUSEWRAP, VARIOUS STANDARD
COLORS AVAILABLE
GALVANIZED STEEL TRACK AND r)AIKITCM Mnn r)AAICI lklc X/AMIOUS
LE
s
REMOVABLE LIFTING
EYEBOLTS
OPTIONAL:
EDSC
6' STORAGE CLOSET WITH
36" STEEL ENTRY DOOR
(UPCHARGE)
�-�- [R -P
[97]
8'-2 ,
�~
7-Ei-6'
i "
�11 STANDARD & CUSTOM LENGTHS AVAILABLE 0-1
STANDARD PART #'S:
8X24 (LG -ED -08X24-130) - 8'W x 241
8X32 (LG -ED -08X32-130) - 8'W x 321
8X40 (LG -ED -08X40-130) - 8'W x 401
8X48 (LG -ED -08X48-130) - 8'W x 481
PROPRIETARY AND CONFIDENTIAL
THE INFORMATION CONTAINED IN THIS
DRAWING IS THE SOLE PROPERTY OF
SPORTSFIELD SPECIALTIES INC. ANY
REPRODUCTION IN PART OR AS A WHOLE
WITHOUT THE WRITTEN PERMISSION OF
SPORTSFIELD SPECIALTIES INC. IS
PROHIBITED. NOT TO SCALE
STANDARD SIDING OPTIONS:
VERTICAL VINYL SIDING
METAL SIDING
SMARTSIDEO LAP SIDING (UPCHARGE)
PROFESSIONALLY PRE-ENGINEERED TO MEET ASCE FOUNDATION REQUIREMENTS
7-10 WIND RATING UP TO 140 MPH EXPOSURE C BASED ON LOCAL CODES
AND 60 PSF GROUND SNOW LOAD REQUIREMENTS AND SOIL CONDITIONS
ENCLOSED DUGOUTS
391.00 [32'-79
288.87 [24'-0i']
98.62 [8'-2j']
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SPORTSFIELD SPECIALTIES INC 11022017
ROOF PLAN
384.00 [32']
285.37 [23'-91"]
DIMENSIONS ARE IN INCHES
TOLERANCE&
FRACTIONALt
ANGULAIb MACHi BEND i
TVO PLACE DECRIAL i
THREE PLACE DECIMAL t
190.25 [15'-10j']
O
w
m
3
THE INFORMATION CONTATNED 1N THIS
MhWD& IS THE SOLE PROPERTY OF
SPORTSFIELD SPECIALTIES, INC. ANY
REPRIMUCTOIN IN PART OR AS A WHOLE
WrMIJUT TIE VMTTEN PU IGN OF
SPORTSFIELD SPECIALTIES, INE IS
PROHOiITED.
22 AUG 18
91.63
91.62
Date
91.83
--
91.83
1
-----------------------------------
195.74 [15'- "]-
Dktw as BeNlleen
UFl1ng Ski (DOLS)
ROOF PLAN
REAR WALL PLAN
384.00 [329
285.39 [23'-9i"]
190.25 15'-1041
95.13
8 TRACK AND STUDS IN
m WALLS NOT SHOWN
FOR CLARITY
186.75 [15'-6j']
SECTION A -A VIEW
NOTES:
1. THE 29 GA CLASSIC RIB ROOF DECKING 15 NOT SHOWN FOR CLARITY.
2. THE ROOF SLOPES DOWN 2' FROM FRONT COLUMN TO REAR WALL
3. ALL COLUMNS, U.NO., SHALL BE WELDED ALL AROUND WITH ;f@ FILLET
AND FLARE BEVEL WELDS TO THE ROOF AND BASE TUBES.
4. TRACK IS FASTENED USING #10 x 3/4" HEX HEAD SELF -TAPPING
SCREWS 0 16' O.C. TO BEAM
5. STUD FASTENED TO TRACK WITH (2) #7 x 7%16' SELF DRILLING PAN
HEAD SCREWS
8. SEE FOUNDATION DRAWINGS FOR ANCHORAGE REQUIREMENTS.
7. THE LIFTING, EYE BOLT SLEEVES SHALL BE WELDED SUCH THAT THE TOP
IS 1' ABOVE THE TOP OF THE ROOF FRAME IN ORDER TO CLEAR THE
3/4' CLASSIC RIB METAL ROOF SHEETS HIGH RIB.
S. BEFORE WELDING THE SLEEVES INTO PLACE. THE EYE BOLTS MUST BE
THREADED INTO THE SLEEVES TO ACHIEVE THE ORIENTATION SHOWN IN
186.75 [15'-8i']
0
I
Preliminary Design - Not for Construction
GENERAL NOTES:
1. 3' CUR, U.N.O.
2. f'e - 3500 PSI (28 DAY)
3. REBAR: ASTM A615 GR. 80 PRBPAR730 BY:
4. ALLOWABLE BEARING PRESSURE = 2000 PSF
x
x
x ts.to x
FOUNDATION
ENCLOSED DUGOUT
97.00
3.50 TYPICAL
OVERHANG
C
eV
O6
N $ REAR
0o WALL
ov
SEE NOTE #8
LIFTING EYE BOLT
ORIENTATION
g 0.825
4 SIDE ELEVAnON
8.25
6.25
1.00
a TYP
2.25 1.00 2
10.813
8.00 (3 SIDES) 1
i" TYP.
■ LIFf1NG EYE BOLT SLEEVE
BASE PLATE WELD DETAIL SCALE: NTS
DESIGN DATA
OCCUPANCY/RISK CATEGORY: I
GROUND SNOW: 50 PSF
ASCE 7-10 WIND: 140 MPH, EXP. C
SEISMIC: SDC C (Sa=150%. S1=7576'j
384.00 [32']
285.37 [23'-91"]
DIMENSIONS ARE IN INCHES
TOLERANCE&
FRACTIONALt
ANGULAIb MACHi BEND i
TVO PLACE DECRIAL i
THREE PLACE DECIMAL t
190.25 [15'-10j']
O
95.12 [7'-11 ']
10
THE INFORMATION CONTATNED 1N THIS
MhWD& IS THE SOLE PROPERTY OF
SPORTSFIELD SPECIALTIES, INC. ANY
REPRIMUCTOIN IN PART OR AS A WHOLE
WrMIJUT TIE VMTTEN PU IGN OF
SPORTSFIELD SPECIALTIES, INE IS
PROHOiITED.
22 AUG 18
No.
NATEMX --
Date
NEXT ASSY USES ONFD=M
--
APPLICATION
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377.00
REAR WALL PLAN
384.00 [329
285.39 [23'-9i"]
190.25 15'-1041
95.13
8 TRACK AND STUDS IN
m WALLS NOT SHOWN
FOR CLARITY
186.75 [15'-6j']
SECTION A -A VIEW
NOTES:
1. THE 29 GA CLASSIC RIB ROOF DECKING 15 NOT SHOWN FOR CLARITY.
2. THE ROOF SLOPES DOWN 2' FROM FRONT COLUMN TO REAR WALL
3. ALL COLUMNS, U.NO., SHALL BE WELDED ALL AROUND WITH ;f@ FILLET
AND FLARE BEVEL WELDS TO THE ROOF AND BASE TUBES.
4. TRACK IS FASTENED USING #10 x 3/4" HEX HEAD SELF -TAPPING
SCREWS 0 16' O.C. TO BEAM
5. STUD FASTENED TO TRACK WITH (2) #7 x 7%16' SELF DRILLING PAN
HEAD SCREWS
8. SEE FOUNDATION DRAWINGS FOR ANCHORAGE REQUIREMENTS.
7. THE LIFTING, EYE BOLT SLEEVES SHALL BE WELDED SUCH THAT THE TOP
IS 1' ABOVE THE TOP OF THE ROOF FRAME IN ORDER TO CLEAR THE
3/4' CLASSIC RIB METAL ROOF SHEETS HIGH RIB.
S. BEFORE WELDING THE SLEEVES INTO PLACE. THE EYE BOLTS MUST BE
THREADED INTO THE SLEEVES TO ACHIEVE THE ORIENTATION SHOWN IN
186.75 [15'-8i']
0
I
Preliminary Design - Not for Construction
GENERAL NOTES:
1. 3' CUR, U.N.O.
2. f'e - 3500 PSI (28 DAY)
3. REBAR: ASTM A615 GR. 80 PRBPAR730 BY:
4. ALLOWABLE BEARING PRESSURE = 2000 PSF
x
x
x ts.to x
FOUNDATION
ENCLOSED DUGOUT
97.00
3.50 TYPICAL
OVERHANG
C
eV
O6
N $ REAR
0o WALL
ov
SEE NOTE #8
LIFTING EYE BOLT
ORIENTATION
g 0.825
4 SIDE ELEVAnON
8.25
6.25
1.00
a TYP
2.25 1.00 2
10.813
8.00 (3 SIDES) 1
i" TYP.
■ LIFf1NG EYE BOLT SLEEVE
BASE PLATE WELD DETAIL SCALE: NTS
DESIGN DATA
OCCUPANCY/RISK CATEGORY: I
GROUND SNOW: 50 PSF
ASCE 7-10 WIND: 140 MPH, EXP. C
SEISMIC: SDC C (Sa=150%. S1=7576'j
DIMENSIONS ARE IN INCHES
TOLERANCE&
FRACTIONALt
ANGULAIb MACHi BEND i
TVO PLACE DECRIAL i
THREE PLACE DECIMAL t
00
O
10
THE INFORMATION CONTATNED 1N THIS
MhWD& IS THE SOLE PROPERTY OF
SPORTSFIELD SPECIALTIES, INC. ANY
REPRIMUCTOIN IN PART OR AS A WHOLE
WrMIJUT TIE VMTTEN PU IGN OF
SPORTSFIELD SPECIALTIES, INE IS
PROHOiITED.
22 AUG 18
No.
NATEMX --
Date
NEXT ASSY USES ONFD=M
--
APPLICATION
Mw »ATE SPORTSFIELD SPECIALTIES, INC.
Mw CS 7/27/18
CFECI®
EN'S' EDSX32
IE M Assembly Layout
R.A.
SularlittaL
mom
Preliminary SIZE M& w R
NOT FOR
C❑NSTRUCTI❑N IsEaD BE I YEW, MM IMAM
YL
NOTES:
1. DRAWINGS ARE PRELIMINARY AND ARE FOR COORDINATION
PURPOSES ONLY - NOT FOR CONSTRUCTION.
2. FINAL ENGINEERED DRAWINGS WILL BE PROVIDED BY THE
BUILDING MANUFACTURER.
3. FOUNDATION DESIGN WILL BE PROVIDED BY THE BUILDING
MANUFACTURER.
4. COORDINATE DELIVERY AND INSTALLATION WITH BUILDING
MANUFACTURER.
T H OF
WILLIAM A. SHELTON
Lic. No. 031651
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ADDENDUM #1
22 AUG 18
No.
Description
Date
Revisions
T H OF
WILLIAM A. SHELTON
Lic. No. 031651
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